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CAS-23_CHANHASSEN GREAT PLAINS CENTER��,�1l Y�OppF�pu� June 30, 2016 17I1H11i111t1Sfr11 7700 Market Boulevard PO Box 147 Robert Q. Heimerman Chanhassen, MN 55317 President — Savage Office Phone: 952.2271400 K1einBank Administration 14141 Glendale Road Phone: 952.227.1100 Savage, MN 55378 Fax: 952.227.1110 < Building Inspections Re: Letter of Credit Returned — Chanhassen Great Plains Center Phone: 952.227.1180 Letter of Credit No. 500194 in the amount of $7,100 Fax: 952,227.1190 Planning Case No. 2013-23 Engineering Dear Mr. Heimerman: Phone: 952.227.1160 Fax: 952.227.1170 This letter is to inform you that we are returning in full the remaining balance of Finance $7,100 for the Letter of Credit No. 500194. Please send written acknowledgement of Phone: 952.227.1140 receipt of this letter at your earliest convenience. The original letter of credit is Fax: 952.227.1110 enclosed. Park & Recreation If you have any questions or concerns, please contact me by email at 952-227-1134 or Phone: 952.227.1120 by email at saljaff@ci.chanhassen.mn.us. Fax: 952.227.1110 Recreation Center Sincerely, 2310 Coulter Boulevard Phone: 952.2271400 CITY OF CHANHASSEN Fax: 952.227.1404 T Planning & < Natural Resources !'— Phone: 952.227.1130 Sharmeen AI-Jaff Fax:952.2271110 Senior Planner Public Warks SAJ:jap 7901 Park Place Phone: 952.227.1300 Enclosure Fax: 952.2271310 Senior Center g:\PIao\2013 planning cases12013-23 chanbassen great plains cmtaVena of credit released letter 06-30-2016.doc Phone: 952.227.1125 Fax: 952.227.1110 Web$ to www.ci.chanhassen.mn.us ScANNFI Chanhassen is a Community for Life - Providing for Today and Planning for ToWTOW K1einQ 8-.ra MREVOCABLE LEITER OF CREDIT ph 952-895-9620 • fax 952-895-9651 •14141 Glendale Road • Savage, MN 55378 • www,kleinbank.com 1 Dat14 rJbl TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Fendler Patterson Construction, Inc. and in your favor, our Irrevocable Letter of Credit in the amount of $52,085.00, available to you by your draft drawn on sight on the undersigned bank The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 500194, dated February 26", 2014, of KlemBank"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at K1emBank on or before 4:00 p.m. on March 1"`, 2015. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be March 1° of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. The purpose of this letter of credit is to guarantee satisfactory completion by Fendler Patterson Construction, Inc. of work to be performed at the Chanhassen Great Plains retail project located at 7905 Great Plains Blvd in Chanhassen, MN, namely: landscaping, final grading, erosion control, public utilities, sanitary sewer security and city sidewalks. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. K1emB By. -r, ,�-- Rob ert tQ. H' erman /� Its: President — Savage Office n1 — r ECM.M" Member FDIC Jul 2000 Au uSt 2000 tember 2000 s M T W T F s M T W T F M T W T F 1 23 4 5 1 2 .2...3 _4._5..6...._8 T..._1...9 ..15 i1 72 T' .4_5._5......e ..9 9 -10 i1 i1 i8 i4 15 13 14 i6 i6 w *i316 10 11 12 13 14 15'16 16 1] 1819 1672' Y2 20 21 2227 14 2516 1718 -1926 11 21 23 2324 25 26 1] 26 29 2]28 29 30 312416 2621.1629 36 3031 ...................... ............................. ............................. 0 Securities Start Due S P Category Descn tion 6/15/2016 6/15/2016 0 UC #500194 expires 3/1/15 from KleinBank (automatically renews annually) Chanhassen Great Plains Center (BP Site) Site Plan Agreement 7905 Great Plains Blvd. Planning Case 2013-23 $52,085 landscaping, Final Grading, Erosion Control, Public Utilities, Sanitary Sewer and City Sidewalks Notify Sharmeen AI-Jaff 5/6/15 - Per Jill Sinclair, landscaping inspected. All plantings installed. Rain gardens/bioretention seeded. No reduction of security until seeded areas are vegetated. 9/10/15 - Notified Jill. Per Jill, developer is working on rain gardens. Hold until further notice. 2/18/16 - Per Sharmeen, ok to reduce UC by 544,985 to leave a balance of $7,100. 1.0 reduction letter nailed to bank today. Received confirmation of reduction via email from bank. Kim 6/30/16 - Per Jill. Ok to release. Sent Letter to Klein Bank along with original letter of credit Closed. Jenny ....................................................................................................................................................._.................. _.. _.---------------- _ _. _ _. _. ........................................................................................................................................................................................................................... ctp o..bplvt GpP 6.^1Yp16 M 3 M PM S=SI P=Poor Por Engineering Dear Mr. Heimerman: Cl l l Of February 18, 2016 CMSEN Please accept this letter as authorization to reduce Letter of Credit No. 500194 by 7700 Market Boulevard $44,985.00 to leave a remaining balance of $7,100.00. Please send written PO Box 147 Robert Q. Heimerman Chanhassen, MN 55317 President — Savage Office Fax: 952.227.1110 KleinBank Administration 14141 Glendale Road Phone: 952.227.1100 Savage, MN 55378 Fax: 952.227.1110 Building Inspections Re: Letter of Credit Reduction — Chanhassen Great Plains Center Phone: 952.227.1180 Letter of Credit No. 500194 in the amount of $52,085.00 Fax: 952.227.1190 Planning Case No. 2013-23 Engineering Dear Mr. Heimerman: Phone: 952.227.1160 Fax: 952.227.1170 Please accept this letter as authorization to reduce Letter of Credit No. 500194 by $44,985.00 to leave a remaining balance of $7,100.00. Please send written Finance Phone: 952.2271140 acknowledgement of this reduction at your earliest convenience. Fax: 952.227.1110 If you have any questions or concerns, please contact me by email at 952-227-1134 or Park d Recreation by email at saljaff@ci.chanhassen.mn.us. Phone: 952.227.1120 Fax: 952.227.1110 Sincerely, Recreation Center 2310 Coulter Boulevard CITY OF CHANHASSEN Phone: 952.227.1400 Fax: 952.227.1404 Planning b Natural Resources Sharmeen Al-Jaff Phone: 952.227.1130 Senior Planner Fax:952.2271110 SAJ:ktm Public Works 7901 Park Place Enclosure Phone: 952.227.1300 Fax: 952.227.1310 gAplan\2013 planning casesQ013-23 chanhassen great plains centw'Jetter of credit reduction letter 02-18-2016.doc Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us Chanhassen is a Community for Life -Providing for Today and Planning lot Tomorrow SCANNED o �V4NFg�,�T� K/einBni/� G i IRREVOCABLE LETTER OF CREDTT :y > a ph 952-895-9620 • fax 952-895-9651 •14141 Glendale Road • Savage, MN 55378 • www.kleinbank.com Dat1g,J1 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Fendler Patterson Construction, Inc. and in your favor, our Irrevocable Letter of Credit in the amount of $52,085.00, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 500194, dated February 26h, 2014, of KlemBank"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at K1einBank on or before 4:00 p.m. on March l", 2015. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be March ? of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. The purpose of this letter of credit is to guarantee satisfactory completion by Fendler Patterson Construction, h1c. of work to be performed at the Chanhassen Great Plains retail project located at 7905 Great Plains Blvd in Chanhassen, MN, namely: landscaping, final grading, erosion control, public utilities, sanitary sewer security and city sidewalks. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation, l i By. -r Robert Q. H 'memtan Its: President - Savage Office Member FDIC Meuwissen, Kim From: Robert Heimerman <r.heimerman@kleinbank.com> Sent: Thursday, February 18, 2016 11:29 AM To: Meuwissen, Kim Cc: 'Imonson@fendlerpatterson.com'; AI-Jaff, Sharmeen; Cynthia Koneczny Subject: RE: Chanhassen Great Plains Center Letter of Credit Reduction Request Thanks for forwarding to us. We have updated our records and reduced the letter of credit on our system to the new $7,100.00 amount. Robert Q. Heimerman PRESIDENT r.heimerman(dkleinbank com direct 952-905-3173 1 mobile 651-328-3807 1 fax 952-895-9651 14141 GLENDALE ROAD SAVAGE, MN 55378 - Send me a secure email ./, , llill r x#:, 1111N'� AwARO C n / MINN19DTA�IA HY 6Uu.rU Aw&q) 3011 WCINTNI �. loll RiciniNT `. The information contained in this electronic mail message is confidential information intended only for the use of the individual or entity named above and may be privileged. If you are not the intended recipient or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. From: Meuwissen, Kim[mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Thursday, February 18, 2016 11:17 AM To: Robert Heimerman Cc: 'Imonson@fendlerpatterson.com'; AI-Jaff, Sharmeen Subject: Chanhassen Great Plains Center Letter of Credit Reduction Request Mr. Heimerman, Attached is a letter requesting a reduction to Letter of Credit No. 500194. The original document is in today's mail. Feel free to contact me if you have any questions. 0Kinr Meuwissen Office Manager 952-2 952-117-1107 (office) 952-237-6341 (cell) loneux,issen(inci.chankassen.mn. us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 0 0 AI-Jaff, Sharmeen From: Lee Monson <Imonson@fendlerpatterson.com> Sent: Wednesday, January 27, 2016 3:50 PM To: AI-Jaff, Sharmeen Cc: r.heimerman@kleinbank.com; Sinclair, Jill Subject: RE: Great Plains Center Letter of Credit Sharmeen, Thank you for your quick reply on this. It looks like the Letter of Credit amount can be reduced of $4,600, 10% of the $21,000 landscaping value plus the $2,500 for the pond vegetation. Is this correct? The bank will need a letter from the city on your letterhead authorizing the new LOC amount in order for them to make the change. Thank you for your help on this. Lee Monson Project Manager Fendler Patterson Construction 4839 W. 124th Street Savage, MN 55378 PH: 952-890-4364 FX: 952-890-2916 www.fendlerpatterson.com 11 From: AI-Jaff, Sharmeen [mailto:SAI-Jaff@ci.chanhassen.mn.us] Sent: Wednesday, January 27, 2016 3:18 PM To: Lee Monson Cc: r.heimerman@kleinbank.com; sberg@DJR-inc.com; Sinclair, Jill Subject: FW: Great Plains Center Letter of Credit Good afternoon Lee, Please read Jill's reply below regarding the landscape escrow. Sincere!-, Sharmeen Al-Jaff Senior Planner 952.227.1134 0 Flee rt-14rtce, aVv1C{,Q n � �i � •C VT/ 100 0 0 0 From: Sinclair, Jill Sent: Wednesday, January 27, 2016 11:24 AM To: AI-Jaff, Sharmeen Subject: RE: Great Plains Center Letter of Credit Hi Sharmeen, As far as the landscape security is concerned, we would need an amount to cover continued maintenance of the pond for the next 2 growing seasons. Whether Lee would prefer to reduce the LOC or give the city a cash security can be up to him. An amount of $2500 would be satisfactory, in addition to the 10% of the landscape security that is kept for one growing season. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Lee Monson [mailto:lmonsonPfendlerpatterson.coml Sent: Wednesday, January 27, 2016 8:31 AM To: AI-Jaff, Sharmeen Cc: Sinclair, Jill; r.heimerman(okleinbank.com: sbera(@DJR-inc.com Subject: FW: Great Plains Center Letter of Credit Hi Sharmeen, Do you still need a Letter of Credit in place for the Great Plains project? I understand that the only outstanding item is the vegetation in the infiltration ponds. I did verify with the installer that the specified and approved seed mix was used. See below. The ponds are being maintained as described. We would like to terminate the Letter of Credit at this time. Please let me know if that if ok. I think it takes a letter from the city indicating that is no longer needed. If we cannot terminate can we get the value reduced to the value of the pond vegetation? Thank you, Lee Monson Project Manager Fendler Patterson Construction 4839 W. 124th Street Savage, MN 55378 PH: 952-890-4364 FX: 952-890-2916 www.fendlervatterson.com 11 From: Sandra Frederickson [mailto:sandraf(a)kahnkebrothers.comj Sent: Thursday, September 10, 2015 1:12 PM To: Lee Monson Subject: RE: Great Plains Center Lee We installed everything per the plan. fe native wet seed mix in the bottom of theetration basins and the upland seed mix on the upper slopes of the basins. Native seeding takes about three years to establish and they need to be maintained. I assume that the site has a lawn / landscape maintenance company maintaining the property. The basins should be weed whipped to a height of six inches and the cut off materials removed from the basins. Maintenance is key to establishing a good native vegetative growth. Thank you, S"Aa 9Re4(0� Senior Project Estimator Landscape and Irrigation Designer MNLA Certified Professional Kahnke Brothers, Inc Phone: 952-443-3800 ext 108 Fax: 952-443-3689 Cell: 952-594-9107 From: Lee Monson rmailto:lmonson(o)fendlerpatterson.com] Sent: Thursday, September 10, 2015 10:35 AM To: Sandra Frederickson Subject: FW: Great Plains Center Sandra, See below. I need some help with the city on this. Did you use a wet seed mix in these infiltration basins? Thank you, Lee Monson Project Manager Fendler Patterson Construction 4839 W. 124th Street Savage, MN 55378 PH: 952-890-4364 FX: 952-890-2916 www.fendlernatterson.com From: Sinclair, Jill(mai Ito: ]sinclairCcbci.chanhassen.mn.us] Sent: Thursday, September 10, 2015 10:29 AM To: Lee Monson Subject: FW: Great Plains Center Hi Lee, However you want to accomplish it, the infiltration basin and rain garden/pond need to have appropriate landscaping. Currently neither area complies with the proposed landscape plan. After eliminating the existing weeds, approved vegetation must be established whether it be plugs or shrubs. The development landscape plan calls for a wet seed mix in the rain garden/pond, but you may have more success using plants rather than the seed mix. Please let me know how you will proceed. The city will continue to hold the security until the landscaping has been completed. If you have any questions or concerns, please feel free to contact me. Jill Sinclair Environmental Resources Specialist • City of Chanhassen 952-227-1133 From: AI-Jaff, Sharmeen Sent: Wednesday, September 09, 2015 4:19 PM To: Sinclair, Jill Subject: FW: Great Plains Center From: Lee Monson fmailto:lmonson@fendlerpatterson.coml Sent: Wednesday, September 09, 2015 12:50 PM To: AI-Jaff, Sharmeen Subject: FW: Great Plains Center Sharmeen, Below is the civil engineer's response to Jill Sinclair's concerns about the infiltration vegetation. Please forward on to her. Thank you, Lee Monson Project Manager Fendler Patterson Construction 4839 W. 124th Street Savage, MN 55378 PH: 952-890-4364 FX: 952-890-2916 www.fend]ernatterson.com f' From: Sheldon Berg fmailto:sbergColdjr-inc.com] Sent: Thursday, September 03, 2015 4:24 PM To: Lee Monson Subject: FW: Great Plains Center Lee, You can forward the below response to the city. Sheldon Berg, AIA, LEED AP DJR Architecture, Inc. direct: 612.676.2719 From: psarver(a@civilsitegroup.com Imailto:psarver@civilsitegroup coml Sent: Thursday, September 03, 2015 3:27 PM 4 To: Sheldon Berg <sberz@dir-inc.com• • Cc: mpavek@civilsitearoup.com Subject: RE: Great Plains Center Sheldon, It is not practical or advisable to mulch the infiltration basin, as it is designed to be full of water periodically. The periodic flushing of water will wash away the mulch and negatively impact the downstream stormwater system. The infiltration area is designed to have the native plant materials establish. Once the native are established they will out compete any invasive weeds. Until established there may need to be periodic maintenance required (i.e. weed removal, possible over seeding) to achieve full establishment. Please let me know if you or the city have any further questions or comments. -Patrick PATRICK SARVER I landscape Architect/Partner Civil Site Group Inc I m. 952.250.2003 I psarver0civilsiteproup.com 4931 W. 35'" St. Suite 200 1 St. Louis Park, MN 55416 Visit us at CivilSiteGrouo.com From: Sheldon Berg [mailto:sberg(@dir-inc.coml Sent: Thursday, September 03, 2015 2:47 PM To: moavek(@civilsitegroug.com; psarverCdbcivilsitearoup.com Subject: FW: Great Plains Center Please review and advise. Sheldon Berg, AIA, LEED AP DJR Architecture, Inc. direct: 612.676.2719 From: Lee Monson[ma iIto: Imo nsonCa@fendlerpatterson.coml Sent: Wednesday, August 26, 2015 10:38 AM To: Sheldon Berg <sbere@dir-inc.com> Subject: FW: Great Plains Center Sheldon, I might need some help with this. See Jill Sinclair's e-mail below. What she is calling weeds is the seed mix called out in the landscaping plan. There is no mulch. I am trying to get them to release the letter of credit. Thank you, Lee Monson Project Manager Fendler Patterson Construction 4839 W. 124th Street Savage, MN 55378 • • PH: 952-890-4364 FX: 952-890-2916 www.fendlernatterson.com From: AI-Jaff, Sharmeen [mailto:SAI-JaffCalci.chanhassen.mn.usl Sent: Tuesday, August 25, 2015 9:04 AM To: Lee Monson Subject: FW: Great Plains Center Good morning Lee, Please read e-mail below. Sincerely, Sharmeen AI-Jaff Senior Planner 952.227.1134 From: Sinclair, Jill Sent: Wednesday, August 19, 2015 1:48 PM To: AI-Jaff, Sharmeen Subject: RE: Great Plains Center Hi Sharmeen, All of the landscaping is satisfactory except for the infiltration ponds which are full of weeds. Before the landscaping portion of the LOC can be released the infiltration areas must be weeded and stabilized/landscaped with wood chips. If there's any questions, let me know. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: AI-Jaff, Sharmeen Sent: Monday, August 10, 2015 4:51 PM To: Fauske, Alyson; Smith, Stephanie; Sinclair, Jill; Spreiter, Krista; Jeffery, Terry Subject: Great Plains Center Hi everyone, Just wanted to let you know that I received a request to release the letter of credit for Great Plains Center. I told them that I will send an e-mail to staff and make sure that all issues relating to the development have been addressed. I can't rememeber if it was Stephanie or Alyson that worked on this project so both of you are getting this e-mail. 0 a1 on CONSTRUCTION License: BC011239 To: City of Chanhassen AlYel- 'CJA : 5�� IIi-�c,4 0 Transmittal Date: 03-07-2014 Project: 100048 14-106 Great Plains Center Prepared By: Lee Monson Chanhassen MN 55317 Item Quantity Description Letter of Credit RECEIVED MAR 7 - 2014 CITY OF CHANHASSEN Please sign and date this form as proof that you are in receipt of the above listed items. Return form to Fendler Patterson Construction, Inc Signed: Date: SwNXE -' Status Report Wednesday, June 15, 2016 Plan Ju #00 Au W2000 Sept ber 2000 M T T F S M T W T F S 5 M T W T F S 1 2 3 4 5 1 2 .. ...... ............................. ... ...... 2.. � � 4 6 7 a 6' 8 9 10 11 12 3 4 '0-10 ii i� 14' i8 i N . YA-ig'i'Vff ib-fi5 iu 1i 121314 i6 W . la is M 2, l -i� 282i'22 'W'i4' 25*A iY 16 *i02d ';5i 22 Y4.,9'2,6 ... �Y'26 n WT ... 24 M 2� 27 H 2� !i6 ...................... .. ............................. I ....... ........... rASecurities lt"n Due S P Category Descdption 6115/2016 6/15/2016 F LC #500194 expires 3/1/15 from KlemBank (automatically renews annually) Chanhassen Great Plains Center (BP Site) Site Plan Agreement 7905 Great Plains Blvd. Planning Case 2013-23 $52,085 Landscaping, Final Grading, Erosion Control, Public Utilities, Sanitary Sewer and City Sidewalks Notify Sharmeen Al-laff 5/6/15 - Per Jill Sinclair, landscaping inspected. All plantings installed. Rain gardens/bionetention seeded. No reduction of security until seeded areas we vegetated, 9/10/15 - Notified Jill. Per Jill, developer is working on rain gardens. Hold until further notice. 2/18/16 - Per Shamneca, A to reduce LC by $44,985 to leave a balance of $7,100. LC reduction letter mailed to bank today. Received confirmation of'reduction via mail from bank. Kim ............................................................................................................................................................................................................................ 0 LM. Oevebrmml e , }/pYN16 A 4 16M S=S� P=Pn.rY o41 CMI1 Kimley-Horn and Associates, Inc. 1 Sheet Na —of Job A(a 5c tit e �tS Lam. -_�- L�C'-r�C(ya gig't12014 OnS7,jc �t� a� CMa✓l;e P, .ke_ —cmj-v&c.jv,r co --h rexv-,ove , c-4 � i �,ti I l PI ll�-- � • � nem a.ppraw ,,JhUe C Sim i �- mokn l 5� li pJ �e Phorc cuS ( > �A� = Z o L� ✓e-ri fi'tot iv Ir //�� '' v 2 /dCa.75�JYv !n i--u".lure�1 0 UM I One of FORTUNE's 100 Best Companies to Work For tNNED N M N W O N O O O Y 0 T T mam N N N N N Y C O W m Z ULL Y L V my 4J 4+ x t6 LD V � �N L a Q) O o ?� ^ C LnU =m 3f x 3 L) C1J Z O N � One of FORTUNE's 100 Best Companies to Work For tNNED t MN. TRUNK HIGHWAY moo. (A.A.®.T. 5,0001 - cQc Gr �Pl SCANNED ESTOPPEL LETTER FOR DEVELOPMENT AGREEMENT NHH Chanhassen Partners, LLC 7455 France Ave S, #351 Edina, MN 55435 Attn:Mr. Adam Seraphine (`Borrower") Commercial Banking Community Bank Corporation 455 Pond Promenade, Chanhassen, MN 55317 Attn: Mr. Derek S. Naill, Vice President ("Lender") Commercial Partners Title, LLC Commercial Closing & Underwriting Counsel 200 South Sixth Street, Suite 1300 Minneapolis, MN 55402 Attn: Ms. Kristin Haskell ("Title Company") Re: Estoppel Letter for Site Plan Agreement (Developer Installed Improvements), Chanhassen Great Plains Center - Planning Case 2013-23, Chanhassen, Minnesota Ladies and Gentlemen: NHH Chanhassen Partners, LLC., a Minnesota Limited Liability Company ("Borrower'), seeks to enter into a Credit Agreement with Community Bank Corporation, a Minnesota state banking corporation ("Lender"), located in Chanhassen, Carver County, Minnesota (the "Property"). The undersigned, the City of Chanhassen, a Minnesota municipal corporation (the "City") acknowledges that Borrower, and Lender, as well as the Title Company listed above, shall rely on information in this Estoppel Letter. As of the below -referenced date, the undersigned hereby certifies the following to Lender, Borrower, and Title Company: 1. Borrower, NHH Chanhassen Partners, LLC, a Minnesota Limited Liability Company, and the City entered into that certain "Site Plan Agreement," dated November 25, 2013 and recorded June 24, 2014, as Document No. A595645. SCANNED Doc# 2125722A i 0 2. The Site Plan Permit is in full force and effect and has not been assigned, amended, modified, supplemented or superseded except as noted above. All public improvements required to be installed by Borrower and/or its predecessor(s) in interest associated with the project are under construction as of the date of this Estoppel Letter;. 3. To the best knowledge of the City, no event has occurred which, with the giving of notice or the passage of time or both, would result in a default by Borrower's predecessor(s) in interest, Borrower itself, or any other party under the Site Plan Agreement. 4. This Estoppel Certificate may be relied upon by the Borrower, Lender, and Title Company, and their respective successors and assigns. DECLARANT: CITY OF CHANHASSEN, a municipality organized under the laws of the State of Minneso D— ��d GY✓�krCi� Name: Its: +, Date: QC -� ZQI 2014 2 Dock 2125722\4 13 -a3 Park & Recreation September 12, 2014 Phone: 952.227.1120 Dean Dovolis, AIA LEED AP Fax: 952.227.1110 DJR Architecture Inc. Uff OF 333 Washington Avenue North �� Suite 210, Union Plaza Minneapolis, MN 55401 2310 Coulter Boulevard 4. Planning Case 2013-23for a 10,443 square -foot multi -tenant building was approved by the 7700 Market Boulevard PO Box 147 Re: 7905 Great Plains Boulevard, Chanhassen, MN 55317 Chanhassen, MN 55317 Dear Mr. Dovalis: Administration This office has been requested to confirm certain facts and circumstances concerning the current Phone: 952.227.1100 zoning and land use compliance status of the above -referenced project. In furtherance of that Fax: 952.227.1110 request, we hereby confirm and advise you as follows: Building Inspections 1. The above -referenced project is located within the corporate limits of the City of Chanhassen, Phone: 952.227.1180 Carver County, Minnesota. Accordingly, the building and other improvements comprising Fax: 952.227.1190 the project are under the jurisdiction and are required to comply with the building codes, 7901 Park Place ordinances and regulations of the City of Chanhassen, Carver and Hennepin Counties, Engineering Minnesota. Phone: 952.227.1160 Should additional information be required of this office concerning the property, you may contact req g P P�'a Y Y Fax: 952.227.1170 2 The project currently is located in a district with zoning classification of Highway Business Finance District, BH, and a comprehensive plan designation of Commercial. The zoning Phone: 952.227.1140 classification is consistent with the comprehensive plan designation. Enclosed is a copy of Fax: 952.227.1110 the BH district regulations Park & Recreation 3. The current use complies with the current zoning classification and all current zoning Phone: 952.227.1120 requirements and regulations applicable thereto, including parldng requirements, and also Fax: 952.227.1110 complies with the above stated comprehensive plan designation and all requirements applicable thereto. Recreation Center 2310 Coulter Boulevard 4. Planning Case 2013-23for a 10,443 square -foot multi -tenant building was approved by the Phone: 952.227.1400 Chanhassen City Council, on November 25, 2013 for the project site. Fax: 952.227.1404 5. City Sewer and Water is available to the site. Planning & Natural Resources Phone: 952.227.1130 6 Based on analysis of the use, there is sufficient parldng to accommodate said use. This Fax: 952.227.1110 information was researched by the undersigned on request as a public service. The undersigned certifies that the above information is believed to be accurate. However, neither Public Works the undersigned nor the City assumes liability for errors or omissions. All information was 7901 Park Place obtained from public records which may be inspected during normal business hours. Phone: 952.2271300 Fax: 952.227.1310 Should additional information be required of this office concerning the property, you may contact req g P P�'a Y Y the undersigned. Senior Center Phone: 952.227.1125 Sincerely, Fax: 952.227.1110 M Web Site www.ci.chanhassen.mn.us Sharmeen Al-Jaff Senior Planner Enclosure 9:lplanl2013 planning cases12013-23 chanhassen great plains centu\wning leuer.doc SCANNED Chanhassen is a Community for Lite - Providing for Today and Planning for Tomorrow § 20-695 CHANHASSEN CITY CODE d. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. e. Buffer yards. The city comprehensive plan establishes a requirement for buffer yards. Buffer yards are to be established in areas indicated on the plan where higher intensity uses interface with low density uses and shall comply with chapter 20, article XXV, of the Chanhassen City Code. The buffer yard is not an additional setback requirement. The full obligation to provide the buffer yard shall be placed on the parcel containing the higher intensity use. The buffer yard is intended to provide physical separation and screening for the higher intensity use. As such, they will be required to be provided with a combination of berming, landscaping and/or tree preservation to maximize the buffering potential. To the extent deemed feasible by the city, new plantings shall be designed to require the minimum of maintenance, however, such maintenance as may be required to maintain consistency with the approved plan, shall be the obligation of the property owner. (Ord. No. 80, Art. V, § 10(5-10-5), 12-15-86; Ord. No. 94, §§ 1, 2, 7-25-88; Ord. No. 136, §§ IA, 1B, 1-28-91; Ord. No. 451, § 3, 5-29-07; Ord. No. 474, §§ 9, 10, 10-13-08) Sec. 20.696. Interim uses. The following are interim uses in the "BN" district: (1) Churches. (2) Reserved. (Ord. No. 120, § 3, 2-12-90; Ord. No. 243, § 4, 2-13-95) Secs. 20-697-20-710. Reserved. ARTICLE %VII. "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT Sec. 20-711. Intent. The intent of the 'BH" district is to provide for highway oriented commercial development restricted to a low building profile. (Ord. No. 80, Art. V, § 11(5-11-1), 12-15-86) Sec. 20-712. Permitted uses. The following uses are permitted in a "BH" district: (1) Antennas as regulated by article XXX of this chapter. (2) Car wash. (3) Community center. Supp. No. 5 CD20:126 7 ZONING (4) Convenience stores without gas pumps. (5) Day care center. (6) Fast-food restaurant. (7) Financial institutions with/or without drive-through services. (8) Funeral homes. (9) Health services. (10) Liquor stores. (11) Miniature golf. (12) Motels and hotels. (13) Offices. (14) Personal services. (15) Private clubs and lodges. (16) Reserved. (17) Shopping center. (18) Specialty retail shops. (19) Standard restaurants. § 20-714 (20) Utility services. (Ord. No. 80, Art. V, § 11(5-11-2),12-15-86; Ord. No. 116, § 6,1-22-90; Ord. No. 122, § 1, 2-26-90; Ord. No. 173, § 1, 7-27-92; Ord. No. 259, § 21, 11-12-96; Ord. No. 377, § 97, 5-2404; Ord. No. 377, § 97, 5-2404) Sec. 20-713. Permitted accessory uses. The following are permitted accessory uses in a 'BH" district: (1) Signs. (2) Parldng lots. (3) Temporary outdoor sales (subject to the requirements of section 20-312). (Ord. No. 80, Art. V, § 11(5-11-3), 12-15-86; Ord. No. 243, § 5, 2-13-95; Ord. No. 377, § 98, 5-24-04) Sec. 20-714. Conditional uses. The following are conditional uses in a 'BH" district: (1) Automobile rental facilities. (2) Automotive repair shops. (3) Convenience stores with gas pumps. Supp. No. 5 CD20:127 1q § 20-714 CHANHASSEN CITY CODE (4) Emission control testing stations. (5) Garden centers. (6) Motor fuel stations. (7) Outdoor storage. (8) Reserved. (9) Small vehicle sales. (10) Supermarkets. (11) Towers as regulated by article XXX of this chapter. (Ord. No. 80,Art. V, § 11(5.11-4),12-15-86; Ord, No. 80-G, § 1,1-11-88; Ord. No. 91, § 1, 6-27-88; Ord. No. 116, § 6,1-22-90; Ord. No. 120, § 4(8),2-12-90; Ord. No. 137, § 2,2-11-91; Ord. No. 259, § 22, 11-12-96; Ord. No. 296, § 2, 2-14-00; Ord. No. 377, § 99, 5-24-04) Editor's note—Section 1 of Ord. No. 91, adopted June 27, 1988, amended § 20-714 by adding a subsection (5) thereto. Inasmuch as there existed a subsection (5), added by Ord. No. 80-G, the editor has renumbered the new provisions as § 20-714(6). Subsequently, subsections (5) and (6), added by Ord. No. 116, § 6, adopted Jan. 22, 1990, were renumbered as (7) and (8). State law reference—Conditional uses, M.S. § 462.3595. Sec. 20-715. Lot requirements and setbacks. The following minimum requirements shall be observed in a 'BH" district subject to additional requirements, exceptions and modifications set forth in this chapter: (1) The minimum district area is ten acres. This section may be waived by a condition use permit in the case of expansion of an existing district. (2) The minimum lot area is 20,000 square feet. (3) The minimum lot frontage is 100 feet, except that lots fronting on a cul-de-sac shall have a minimum frontage in all districts of 60 feet. (4) The minimum lot depth is 150 feet. (5) The maximum lot coverage is 65 percent. (6) Off-street parking shall comply with district setback requirements except: a. There is no minimum setback when it abuts a railroad right-of-way, except as provided in chapter 20, article XXV, division 3, pertaining to landscaping requirements. b. There is no minimum setback when it abuts, without being separated by a street, another off-street parking area. C. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. d. The minimum setback is 25 feet for side street side yards. Supp. No. 5 CD26:128 § 20-716 e. Parking setbacks along public rights-of-way may be reduced to a minimum of ten feet if the applicant can demonstrate to the satisfaction of the city that 100 percent screening is provided at least five feet above the adjacent parking lot. The intent of this section is that the city is willing to trade a reduced setback for additional landscaping that is both an effective screen and of high quality aesthetically. Acceptable screening is to be comprised of berming and landscap- ing. Screening through the use of fencing is not permitted. (7) The maximum height is as follows: a. For the principal structure, two stories. b. For accessory structures, one story. (8) Minimum setback requirements: a. For front yards, 25 feet. b. For rear yards, 20 feet C. For side yards, ten feet. d. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. e. Buffer yards. 1. The city comprehensive plan establishes a requirement for buffer yards. Buffer yards are to be established in areas indicated on the plan where higher intensity uses interface with low density uses and shall comply with chapter 20, article XXV, of the Chanhassen City Code. 2. The buffer yard is not an additional setback requirement. The full obligation to provide the buffer yard shall be placed on the parcel containing the higher intensity use. 3. The buffer yard is intended to provide physical separation and screening for the higher intensity use. As such, they will be required to be provided with a combination of berming, landscaping and/or tree preservation to maximize the buffering potential. To the extent deemed feasible by the city, new plantings shall be designed to require the minimum of maintenance, however, such maintenance as may be required to maintain consistency with the approved plan, shall be the obligation of the property owner. (Ord. No. 80, Art. V, § 11(5-11-5), 12-15-86; Ord. No. 94, §§ 1, 3, 7-25-88; Ord. No. 136, §§ IA, 113, 1-28-91; Ord. No. 451, § 4, 5-29-07; Ord. No. 474, § 11, 10-13-08) See. 20-716. Interim uses. The following are interim uses in the 'BH' district: (1) Churches. (2) Reserved. Sapp. No. 6 CD20:129 § 20-716 CHANHASSEN CITY CODE (3) Farmers markets. (Ord. No. 120, § 3, 2-12-90; Ord. No. 243, § 6, 2-13-95) Sees. 20-717-20.730. Reserved. ARTICLE %VIII. "CBD" CENTRAL BUSINESS DISTRICT Sec. 20-731. Intent. The intent of the "CBD" district is to provide for downtown business development supporting a strong central business district while enhancing the overall character of the community in conformance with downtown redevelopment plan, goals and objectives. (Ord. No. 80, Art. V, § 12(5-12-1), 12-15-86) Sec. 20-732. Permitted uses. The following uses are permitted in a "CBD" district: (1) Antennas as regulated by article XXX of this chapter. (2) Ballroom. (3) Barber and beauty salons and spas including hair, nail, skin and scalp services. (4) Bars and taverns. (5) Bowling center. (6) Clothing rental. (7) Clubs and lodges. (8) Coin-operated service machines. (9) Community center. (10) Convenience stores without gas pumps. (11) Convention and conference facilities. (12) Costume rental. (13) Cultural facilities. (14) Day care center as part of shopping center. (15) Fast-food restaurants as part of shopping center. (16) Financial institutions. (17) Health and recreation clubs, instructions and services. (18) Health services, outpatient only. (19) Hotels. (20) Laundry and garment services including self-service. Supp. No. 6 CD20:130 CITY OF CHANHASSEN P. O BOX 147 CHANHASSEN MN 55317 09/18/2014 12:00 PM Receipt No. 00263030 CLERK: AshleyM PAYEE: DJR Architecture Inc 333 Washington Ave S Suite 210 Minneapolios MN 55401- 7905 Great Plains Blvd ------------------------------------------------------- Zoning Letter 25.00 Total Cash Check 38938 Change 25.00 0.00 25.00 0.00 i3 -a3 Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehlcr Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin David H. Schultz 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 I= 651-452-5550 www.ck-law.com 1343 CAMPBELL KNUTSON Professional Association August 28, 2014 Ms. Sharmeen Al-Jaff RECEIVED City of Chanhassen SEP 02 2014 7700 Market Boulevard P. O. Box 147 CITY OF CHANHASSEN Chanhassen, Minnesota 55317 Re: NM Chanhassen Partners LLC (Great Plains Center) Dear Sharmeen: Enclosed herewith for your file is the original recorded Site Plan Agreement No. 2013-23 between the City and NM Chanhassen Partners LLC. Please note that this Site Plan Agreement was recorded with the County Recorder on June 24, 2014, as Abstract Document No. A 595645. For your information, I have enclosed a copy of my letter to Steve Lenz along with a copy of the recorded Encroachment Agreement with NHH Chanhassen Partners LLC. If you have any questions, please give me a call. cjh Enclosure 177976v1 Very truly yours, Campbell Knutson Pr ssionalAssociation By: �J Carole J. Hoeft Legal Assistant SCANNED Document NO. OFFICE OF THE A 595645 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on June 24, 2014 1:09 PM Fee $46.00 555645 Countyqren 11111111111111111 RLunecorder CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-23 SPECIAL PROVISIONS TIRS AGREEMENT ("Site Plan Agreement") dated November 25, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and NATIONALHOMEHELPERS.COM INC., a Minnesota corporation d/b/a NHH Realty & Financial (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 10,443 square -foot multi -tenant building (Chanhassen Great Plains Center), Planning Case 2013-23 (referred to in this Site Plan Agreement as the "Project"). The land is legally described in the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (A000) Cover Sheet dated Received October 4, 2013, prepared by DJR Architecture Inc. PlanB: (A100) Floor Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan C: (A200) Exterior Elevations dated Received October 4, 2013, prepared by DJR Architecture Inc. PlanD: (A210) Exterior Perspectives dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan E: (1 of 1) Alta Survey dated Received October 4, 2013, prepared by Kess &Associates, Inc. PlanF: (C1.0) Removals Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. PlanG: (C2.0) Site Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. SP -1 176672v1 SCANNED Plan H: (C3.0) Grading Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan I: (C4.0) Utility Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan J: (C5.0) SWPPP dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan K: (C5.1) SWPPP dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan L: (C6.0) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan M: (C6.1) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan N: (C6.2) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan O: (C7.0) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan P: Comer Perspective dated Received October 4, 2013, prepared by DJR Architecture Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2016. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $52,085. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, grading, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Adam Seraphine NHH Realty & Financial 7455 France Ave S, #351 Edina, MN 55435 Phone: 612-616-5801/Email: adam@nhhproperties.com SP -2 1766720 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On November 25, 2013, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern comer of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground fuel storage tanks removal requirements). The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. An additional on-site fire hydrant will be required. Location to be on the north/west comer of the building. If necessary contact Fire Marshal for exact location. SP -3 176672vl 2. Yellow painted curbing will be required. Areas include, but are not limited to, the curbing north of the building. Contact Fire Marshal for exact location. Also "No Parking Fire Lane" signs will be required where yellow cubing is present. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: 1. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed, 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast comer must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. C. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). e. Revise the grading on the northeast comer of the site so that the proposed grades do not exceed 311:1 V. SP -4 176672v1 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The S WPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released once a minimum of 75% of the site has been permanently stabilized and the sediment control BMWs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps are planned to restore the functionality of the biofiltration feature. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of berming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SP -5 t76672vt 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property tine. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic." S. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN ru Thom". Furjo (SEAL) , Mayor AND: odd Gerhardt, City Manager STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /4'%ay of WW4,k, 2014, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. IOTAR UBLIC KAREN J, ENG€LbARDT Notary Public -Minnesota My Commission Expires Jen 31. 2015 SP -6 DEVELOPER: NationalHomeHelpers.com Inc. d/b/a NHH Realty & Financial BY: Adam Seraphim Its Chief Executive Officer STATE OF MINNESOTA ) 11 )ss COUNTY OF hc{ Y � 1 ) The foregoing instrument was acknowledged before me this a 0day of ' G'ly 2014, by Adam Seraphine, the Chief .Executive Officer of NationalHomellelpers.com Inc., a Minnesota corporation, on behalf of said corporation, d/b/a NHH Realty &�ancial. M PUBLIC JOAN POSS Notary Pupfe Mlrwbtola My Cvme� Ermi®Jrtry 31 10I S DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP -7 176672vl FEE OWNER CONSENT NHH Chanhassen Partners LLC, a Minnesota limited liability company, owner of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this W-�;iy of 2014 V4 By Adam STATE OF MINNESOTA ) fn )as. COUNTY OF The foregoing instrument was acknowledged before me this day of AUJI J 2014, by Adam Seraphine, Chief Manager of NHH Chanhassen Partners I(,C a Minnesota limited liability company, on behalf of said company. r r 1 ARY PUBLIC JOAN FOSS MWWWSM syca+�o��rn.y�.ams DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -8 176672vl MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Commercial Partners Exchange Company LLC, a Minnesota limited liability company, which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this aeday of �7'ne-t 2014. COMMERCIAL PARTNERS EXCHANGE COMPANY LLC By:-ZW1A4V-C Its: iigPr'6; 4'A STATE OF MINNESOTA ) ) ss COUNTY OF JA) The foregoing instrument was acknowledged before me this 24ay of 2014, bypDCMM L. OZierN&A the A/K 4 f+eSAM of Commercial Partners Exchange Company LLC, a Minnesota limited liability company, on behalf of said company. KRISTIN MARIE HASKELL NOTARY PULC - MwW=A MY COMMISSION EXPIRES 01131/11 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-11 SP -9 1766720 NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT COMMUNITY BANK CORPORATION, A Minnesota banking corporation which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this Z3 day of 2014. C MUNITY ANK TI Derek Na' 1 STATE OF MINNESOTA ) ) ss COUNTY OF1!arye — ) The foregoing instrument was acknowledged before me this 23:- day of aL. n4e— 2014,bybemk WCOt, Vice President of Community Bank Corporation, a Minnesota banking corporation, on its behalf. PAMELA LYNN KRANZLER NO My MAW-MPNAMM DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -9 NOTARY PUBLIC EXMBIT A 7905 GREAT PLAINS BOULEVARD PrOOerty Description: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NEI/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NWI/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL 8. PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NWI/4 OF NEI/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5: THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO. 101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NWI/4 OF NEI/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT_ CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS I. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Cleric, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan H, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the GC -1 176672vl warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fust given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC -2 176672vl F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recordin . This Site Plan Agreement shall run with the land and may be recorded against the title to the property. L Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Comnliance with Laws. Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. GC -3 176672Vi M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the Property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -4 176672v1 AI-Jaff, Sharmeen From: Fauske, Alyson Sent: Thursday, September 26, 2013 1:48 PM To: ddovolis@djr-inc.com; mark@javaprop.com Cc: Aanenson, Kate; AI-Jaff, Sharmeen Subject: Chanhassen site NE corner of 5 and Great Plains Attachments: PLAT 10-4 TH MNS CS 1002 RIGHT OF WAY PLAT IN CARVER COUNTY.TIF Hello Mark and Dean, Below are MNDOT's comments from the previous site plan submittal in 2011. I'm not sure if the comment would still apply, but thought I'd forward it anyways. Regards, Alyson Fauske, PE Assistant City Engineer City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 ph: 952.227.1164 From: Wetherbee, Bruce (DOT)(mailto:bruce.wetherbeeC�state.mn.us] Sent: Thursday, April 28, 2011 11:18 AM To: Fauske, Alyson Subject: BP store Alyson, I've attached a TIF file of MnDOT plat 10-04. We have access control to TH 5 from B-2 to B-7 along the north right-of- way line. We like to see this limitation shown on maps or plats abutting our right-of-way. It is helpful for these maps to identify the MnDOT plat along with the B -numbers. Bruce Wetherbee Mn/Dot -Metro District Surveys Unit - Golden Valley ph: 651-366-5176 fax: 651-366-5188 email: bruce.wetherbee(@state.mn.us K I 1�€ in W Z 2 U 3 �n •we >,u� ssn -� AINnoo H3A8V0 i Q N Q Q N w a Z � Z u � W Uli U i N9 = I 1�€ in W Z 2 U 3 w z i Q 3 N o Uli Mink was film llskI sm. 4r, 9 ol iS 2rLim SAMIk Uri AMOSI WN - A:� lk a� ,rawer 04- Page 17. C Planning Conditi 7. Sno hall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic, 2-a-3 Chanhassen Planning Commission — November 5, 2013 The minimum setback from the eastern perimeter property line shall be 44.3 feet for building, decks, patios, porches and stoops. 2. The applicant must apply for a separate building permit. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: CHANHASSEN GREAT PLAINS CENTER: REOUEST FOR SITE PLAN REVIEW WITH VARIANCES FOR A 10.443 SOUARE-FOOT SINGLE -LEVEL RETAILCENTER ON 1.13 ACRES OF PROPERTY ZONED HIGHWAY AND BUSINESS SERVICES DISTRICT (BH) AND LOCATED AT 7905 GREAT PLAINS BOULEVARD BP GAS STATION SITE). APPLICANT: NRH CHANHASSEN PARTNERS, LLC. OWNER: CAMELOT CONV. QUALITY FUEL & FOOD. PLANNING CASE 2013-23. Sharmeen Al -Jaffa Chairman Aller, members of the Planning Commission. The request before you is for a site plan. The site is located northeast, at the northeast comer of Highway 5 and Great Plains Boulevard. Currently there is a convenience store with an area of 1,030 square feet. There's a gas canopy as well as 6 gas pumps and along the northern portion there is an existing single bay automatic car wash. Access to the site is gained off of Great Plains Boulevard. Currently there is full access to this location off of Great Plains. The current land use on the property, the 2030 Land Use Plan shows the area guided for commercial. The entire surrounding area is also commercial. The zoning is Highway Business. With this request the applicant is proposing to remove the existing structures on the site and replace them with a retail office building which is permitted under the Highway Business district zoning. The site plan request is for the construction of a 10,443 square foot multi -tenant building. It's a single level building. The maximum permitted site coverage in this district is 65%. The proposed development has a total hard surface coverage of 67.2%. That exceeds the minimum. The maximum permitted in that district. The applicant is fully aware of this and will be able to correct the situation. As part of this application the applicant is also proposing to extend sidewalks along the westerly portion of the site as well as around the building. This will allow the site to connect with surrounding areas. It will also separate pedestrian from vehicular traffic. Parking is located north of the site and it's mainly screened by the proposed building. However the easterly portion can be viewed from Highway 5. The applicant will need to improve screening of that section to meet ordinance requirements. City Code requires that all parking be screened. Again we had conversations with the applicant and they are fully aware that will need to be done and they are, they will be able to accommodate it. The trash enclosure is located north of the building and again that is completely screened by the building itself. As part of this request the applicant is proposing to add a turn lane, a right in tum lane into this site. Access is still being maintained in the same location off of Great Plains Boulevard but it will be improved. The architecture of the building is, the design of the building is very attractive in the opinion of staff. It is being constructed of very high quality materials. There is a sample of the materials which includes stone, stucco, glass and metal panels. Aanenson: Just set it down. Aller: Because there will be people at home that are interested as well. Dean Dovolis: I have it upside down. I hope no one. Sharmeen AI -Jaffa That's alright. That still does it. All elevations that can be viewed from the public, even those that are hidden have been given equal attention. The building is, meets ordinance from every single elevation. Entrances into the building are pronounced. They utilize durable exterior materials. 18 SCANNED Chanhassen Planning Commission — November 5, 2013 There is a lot of articulation on the design of the building. We regard the project as a well designed development. The overall design is sensitive to the surrounding area and we are recommending approval of this application. The one thing I would like to add is that the applicant has been very good to work with and has cooperated throughout the process. I'll be happy to answer any questions you might have. Thank you. Aller: Thank you. Sharmeen Al-Jaff: Chairman may I? The one thing that I needed to point out, we received a phone call from one of the neighbors and they are very excited about the development. Their only concern dealt with the snow removal. There is a limited area for the snow and their concern is if it was stored in sight triangles or areas that might cause problems with the passing traffic. We are requesting that we add one condition on page 17. It's under the planning conditions, number 7 and the condition would read, snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic. Aller: Thank you. Sharmeen Al-Jaff: Thank you. Aller: Questions of staff. Yusuf: Could you please tell us more about this biofiltration pond or area? Fauske: Certainly, I'd be happy to answer that question. In Chanhassen there's a number of alternative methods versus a traditional stormwater pond so the applicant has proposed filtration area and essentially it's an engineered system where the water that enters into the ponding area filters down through there. They have some under drains. They have some vegetation that can absorb some of the water, and it slows down the water. It provides some treatment before it's discharged downstream. Yusuf: Thank you. Fauske: You're welcome Aller: Any additional questions? Hokkanen: No, I think it looks great. Aller: Wonderful. Okay. Would the applicant like to step forward and state your name? Dean Dovolis: Yes. Dean Dovolis, DJR Architecture, 333 Washington North, Minneapolis, Minnesota. Aller: Welcome. Why don't you tell us about your project. Dean Dovolis: Thank you. Pardon me? Aller: Tell us about your project. Dean Dovolis: Oh I will. I will. I was going to introduce Adam Seraphine and Mark Kroll. They're part of the development team also. This is sort of a critical site in Chanhassen because it's sort of considered a gateway site, meaning it's one of the major ways people enter the city and so we looked at the building like how to treat and emphasize the comer and really sort of set up that entrance into Chanhassen. 19 Chanhassen Planning Commission — November 5, 2013 Hopefully sort of create a precedent for other development that may follow that starts to define the street and define the edges so you'll start to evolve a community that you know can also handle cars but also a future pedestrian environment and this being one of the first move. We completed a project in Edina, and I don't know if you want to put this on the camera. 'Thank you. That's built on 70'" and France that did the first thing. That was the same idea of addressing the comer and creating parking behind the building and in front creating pedestrian access coming from both sides to help create that movement. We were sort of fortunate that Byerly's made the same move and others started to look at this as sort of a precedence so we sort of see these buildings are acting the same way that we define the comer which may start to work and what we've discovered in putting these projects together is that the tenants do appreciate it so it's not that we've created a disadvantage for leasing a building. Actually an advantage and we've had very good interest in the building and a good variety of tenants that want to come in, even with the idea of the parking behind and so we thought in terms of materials, the looks, the quality, that this sort of sets that good precedent for the comer that as other comers follow suit and really start to fill in what I sort of call the original vision of Chanhassen. Sort of creating this downtown. This being one piece of it so we're sort of excited to put this project together and we've had a great time working with staff so really appreciate your allowing us the opportunity to work here and put this project together. Aller: Alright, thank you. Questions? Withrow: Yeah I have a question. Is there an entrance on the south side of the building as well or is it all on the north side? Dean Dovolis: There can be entrances on both sides. It will vary by tenants. You know like the one in Edina have entrances on both ends. For example this is designed to have entrances on the south and the north depending how the tenants situate so it's designed to work, basically two sided retail. Meaning it can work both front and back. This is a building in which there is no back side. All facades are considered basically a front to the building. Some being a front via, if you come via pedestrian some being a front if you come via automobile. Withrow: And how many tenants do you anticipate? Dean Dovolis: I'm guessing we're going to end up with 3 to 5 is what we're looking at. Between 2,000 and 3,000 square feet apiece. Withrow: Thank you. Aller: Any additional questions or comments? Thank you sir. Dean Dovolis: Thank you. Aller: Okay we'll open up the public hearing at this time. Anyone wishing to speak for or against the matter before us. Seeing no one come forward I'll close the public hearing. Comments amongst ourselves. Aller: It's a beautiful project. Hokkanen: It's going to be nice. Withrow: I'm surprised we don't have the people across the street in the other gas station here in favor. It's got to be a good point for them. 021 Chanhassen Planning Commission — November 5, 2013 Aller: Well the absence of opposition is probably construed as favorable. I'll entertain a motion. Yusuf: The Chanhassen Planning Commission recommends the City Council approve a site plan for the construction of a 10,443 square foot single level retail center on 1.13 acres of property zoned Highway and Business Services District and located at 7905 Great Plains Boulevard. The BP gas station site. And adoption of the Findings of Fact and Recommendation. Aller: Including item number 7. Yusuf: Including item number 7. Aller: I have a motion. Do I have a second? Undestad: Second. Aller: I have a motion and a second. Any further discussion? Yusuf moved, Undestad seconded that the Chanhassen Planning Commission recommends the City Council approve a Site Plan for the construction of a 10,443 square foot single level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard (BP gas station site) as shown in plans dated Received October 4, 2013; and adoption of the attached Findings of Fact and Recommendations, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern corner of the property. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 21 i Chanhassen Planning Commission — November 5, 2013 4. Demolition permit required (contact MPCA regarding underground, fuel storage tanks removal requirements). 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. An additional on-site fire hydrant will be required. Location to be on the northwest comer of the building. If necessary contact Fire Marshal for exact location. 2. Yellow painted curbing will be required. Areas include but not limited to are the curbing north of the building. Contact Fire Marshal for exact location. Also " No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: 1. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right turn lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast corner must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: 22 Chanhassen Planning Commission — November 5, 2013 a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. C. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). a. Revise the grading on the northeast comer of the site so that the proposed grades do not exceed 3H:1 V. 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released once a minimum of 75% of the site has been permanently stabilized and the sediment control BMPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps area planned to restore the functionality of the biofiltration feature. Planning_ Conditions: 23 Chanhassen Planning Commission — November 5, 2013 The applicant shall work with staff to improve the screening of the parking lot through the use of benning and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: Good luck. Thank you. This matter will be before the City Council on November 25, 2013 so those of you at home who are wishing to take a look at the incoming documents, they're on the website or come down and be present at the City Council meeting that will be on November 25, 2013. Aanenson: Mr. Chair if I may. I just want to thank Sharmeen for all the good work that she does. This is an example of her putting in extra time and effort into it and she got some comments from the Kraus - Anderson project I just want to share with you. Some of the neighbors that were concerned about it called her and told her that they were so impressed at how that was designed. We actually had another architect call in and said they'd never seen a McDonald's quite place like that and that's Sharmeen thinking outside the box and pushing it. You know there's some other signage issues out there right now that she's working on but I think the overall design, the effort that she puts into it comes back and we got some really positive feedback for the work that was done so I just want to thank Sharmeen for all the work that she does. Aller: As do we and for the great reports that we get because they reduce the need for questions from us and it develops a greater understanding with the commission and obviously there is a good rapport you've created with the different developers that come in. They're espousing how nice it is to work with you so thank you. Sharmeen AI -Jaffa Thank you. APPROVAL OF MINUTES: Commissioner Hokkanen noted the verbatim and summary Minutes of the Planning Commission meeting dated October 15, 2013 as presented. 24 Date: October 10, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: October 24, 2013 By: Sharmeen Al-Jaff, Senior Planner 952-227-1134 salJ@ff@.ci.chanhassen.mn.us Subject: Request for Site Plan Review with variances for a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site). Applicant: NHH Chanhassen Partners, LLC. Owner: Camelot Conv. Quality Fuel & Food Planning Case: 2013-23 PID: 25-0132000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 4, 2013. The 60 -day review period ends December 3, 2013. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on November 5, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than October 24, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED Carver County, MN r C \ f JJ 1 �• E c of � 1, r fz °'Yn f Z r e.♦ �v � / �iti � moi•— �e � F '.71,. Property Information Parcel ID: 250132000 AS400 Acres: 1.25 Taxpayer Name: CAMELOT CONVBQUALITY FUELBFOOD Homestead:N Taxpayer Address: 7905 GREAT PLAINS BLVD School District: 0112 Taxpayer City SL ZipCHANHASSEN, MN 55317-9764 Watershed District: WS 064 RILEY PURG BLUFF CREEK Property Address: 7905 GREAT PLAINS BLVD Tax Exempt: N Property City: CHANHASSEN Platname: GIS Acres: 1.13 Disclaimer. This nrap was created u N Carves C xays Geogap IMor -a Systans (GIS). R a a carplation a mtamu a Oats from various CM.County. State. aM Fetleral oRa:es. This map ¢ rwt a urveye0 a Wgalry ma"Od map aW m Mer b be used as a reference. Cava County is r responsible t any inacaxaaes .ta,n berm. Map Scale N 1 inch = 230 feet WE Map Date 10/10/2013 S CHANHASSEN GREAT PLAINS CENTER - PLANNING CASE 2013-22 $600.00 Site Plan Review $200.00 Notification Sign $50.00 Escrow for filing fees $850.00 TOTAL $860.00 Less Check 37939 from DJR Architecture, Inc. -$10.00 Balance to be credited to outstanding property owners list invoice dated 4/7/11 $60.00 Outstanding property owners list invoice $50.00 TOTAL AMOUNT OWED SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 10/07/2013 11:24 AM Receipt No. 00232171 CLERK: AshleyM PAYEE: DJR Architecture Inc 333 Washington Ave S Suite 210 Minneapolis MN 55401 - Chanhassen Great Plains Center ------------------------------------------------------- Site Plan Review 600.00 Sign 200.00 GIS List 10.00 Recording Fees 50.00 Total Cash Check 37939 Change 0.00 860.00 0.00 SCANNED Administration November 26, 2013 CITY OF Phone: 952.227.1120 CENSEN Dear Mr. Seraphine: Building Inspections Mr. Adam Seraphine 7700 Market Boulevard NHH Chanhassen Partners, LLC PO Box 147 Chanhassen, MN 55317 7455 France Ave S, #351 Engineering Edina, MN 55435 Administration Re: Chanhassen Great Plains Center — Planning Case 2013-23 Phone: 952.227.1100 Phone: 952.227.1120 Fax: 952.227.1110 Dear Mr. Seraphine: Building Inspections 2. Phone: 952.227.1180 This letter is to formally notify you that on November 25, 2013, the Chanhassen City Fax: 952.227.1190 Council adopted the following motion: Engineering "The City Council approves the site plan consisting of a 10,443 square -foot multi - Phone: 952.2271160 Fax: 952.227.1170 tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 3. 2013, and including the attached Findings of Fact and Recommendation, subject to the Finance following conditions: Phone: 952.227.1140 Planning & Fax: 952.2271110 Environmental Resource Conditions: Park & Recreation 1, The applicant shall install a total of two peninsulas in the parking lot. Phone: 952.227.1120 Fax: 952 227.1110 2. The south side of the parking lot along i ghway 5 must be screened. The Recreation Center applicant shall add shrubs with a minimum mature height of three feet along the 2310 Coulter Boulevard south parking lot perimeter. Phone: 952.27.14040 Fax: 952.2271404 3. The applicant shall install the required buff PP eq � eryard plantings along the south property line. Planning & Natural Resources 4. The applicant shall install two evergreens on the eastern comer of the property. Phone: 952.227.1130 Fax: 952.227.1110 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Public Works 7901 Park Place Building Official Conditions: Phone: 952.227.1300 Fax: 952.227.1310 1. The proposed structure is required to have an automatic fire extinguishing system Senior Center (MN Rule 1306). Phone: 952.227.1125 Fax: 952.227.1110 2 All laps must be p prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. Web Site www.ci.chanhassen.mn.us 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground, fuel storage tanks removal requirements). SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Adam Seraphine November 26, 2013 Page 2 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. An additional on-site fire hydrant will be required. Location to be on the north/west comer of the building. If necessary contact Fire Marshal for exact location. 2. Yellow painted curbing will be required. Areas include but not limited to are the curbing north of the building. Contact Fire Marshal for exact location. Also " No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: 1. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast comer must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. Mr. Adam Seraphine November 26, 2013 Page 3 c. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). a. Revise the grading on the northeast comer of the site so that the proposed grades do not exceed 31-1: IV. 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released once a minimum of 75% of the site has been permanently stabilized and the sediment control BMPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps area planned to restore the functionality of the biofiltration feature. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of berming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. Mr. Adam Seraphine November 26, 2013 Page 4 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic." Site Plan Agreements must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. If you have any questions, please call me at (952) 227-1134 or e-mail me at saljaff@ci.chanhassen.mn.us. Sincerely, t Sharmeen Al-Jaff Senior Planner c: Mr. Khaled Aloul, Camelot Conv. Quality Fuel & Food ec: Todd Hoffman, Park & Recreation Director Chanhassen, MN 55317Alyson Fauske, Assistant City Engineer Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official gAplan\2013 planning case512013-23 chanlumen gest plains cen[a\appmval lettaAm Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 7:00 P.M. This hearing may rat start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH Applicant: NHH Chanhassen Partners, LLC Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's r st and to obtain input from the neighborhood about t" uring the meeting, the Chair will lead the What Happens public he gh the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the pidns before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at Jaff(cDci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134• If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pert ra nt information and a recemmendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the Public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Rem and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. ff you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. ��;PJVid;_U �0 Kc�vER Pgtn� \�I�1�\\�\ \\\\ ySpSFS r, yb•«' 02 1P CITY OF : `" : 00 MAIt031LED L ED CHANHASSEN 7700 Market Boulevard P.O. Box 147 Cha^` C 1'' ;��Nv D Q�Sstio SpS 44 NC `0 y72-24,43 bg7 S.d\\\\\\\`\\�� This map Is neither a legally rect r5 L • k\M%\\- used as one. This map is a compilation of reco \\\\\ _vus city, county, state and federal offices and other sr „,qwn, and is to be used for reference purposes only. The City . ,iiat the Geographic Information System (GIS) Data used to prepare this m. ..,or free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision In the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and scree$ to defend, indemnity, and hold ha•m!=cc!he City from anv and all claim - brought by user, ns employees or agents,Agr2rd parties whlclTyar 0j9Fr (@"eippccess or use of data provided. _ n -k =i 1 S -72.G i 9 _ _! 5317 1n b z z RI v "0111111&-t,"0111111&-t, PrTwey BONES $ 000.460 5036 OCT 24 2013 FROM ZIP CODE 55317 ADAM SERAPHINE NHH CHANHASSEN PARTNERS'Ut i11.Ll1lillillIin1111111r11iHim ... 111111I 1L"I1ijill,lll CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-23 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 5, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review with variances for a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site). Applicant: NHH Chanhassen Partners, LLC. Owner: Camelot Conv Quality Fuel & Food. A plan showing the location of the proposal is available for public review on the City's web site at www. ci.chanhassen.mn.us/2013-23 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: saljaff(d—ci.chanhassen. mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, October 24, 2013 No 4874) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No.��7 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkhnn74& Laurie A. Hartmann Subscribed and sworn before me on thir� day of U 2013 LWY MME JEANNETTE BARKNTAW PI:BUC - M'NNESOTA COMMSSION D PRES W311.8 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of NHH Chanhassen Partners, LLC for approval of a Site Plan, Planning Case #2013-23, for the construction of an 10,443 square -foot single -story building, on property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard. On November 5, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of NHH Chanhassen Partners, LLC for site plan approval for a single -level multi -tenant building on property located at 7905 Great Plains Boulevard. The Planning Commission conducted a public hearing on the proposed Site Plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services (BH). 2. The property is guided as Commercial by the 2030 Land Use Plan. 3. The legal description of the property is described as shown in Exhibit A. 4. In evaluating a Site Plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: SCANNED 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. £ Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of significant views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance and the site plan review requirements with the exception of the area of the parking setbacks. Staff will work with the applicant to bring the plans into compliance. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. The proposed site plan is consistent with all plans and specifications and development design standards for the BH District. RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan, Planning Case #2013-23, for an 10,443 square -foot single -story multi -tenant building on property located at 7905 Great Plains Boulevard, and zoned Highway and Business Services (BH) District. ADOPTED by the Chanhassen Planning Commission this 5t° day of November 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman EXHIBIT A Property Description- THAT escri tion: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116) RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NVV'./4 OF NE1/4); TIENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NEl14), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722 7) FEET TO THE ACTUAL POINT OF BEGINNING, THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NWl14 OF NE114) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY N0. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO. 1011 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4)'THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST. ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. aoi3 -a3 CivilSite G R O U P Storm Water Management Report Project: Chanhassen Gateway 7905 Great Plains Blvd Chanhassen, MN 55317 Prepared for: NHH Chanhassen Partners, LLC Camelot Convenience & Quality Fuel & Food All plans and supporting Documentation contained in this report have been reviewed and approved by the Registered Engineer listed below and it is hereby certified that the plans comply with the requirements of the ordinance. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Matthew R. Pavek P.E. Registration Number: 44263 Date: 10/4/2013 Civil Site Group, Inc. 4931 West 35'" Street, Suite 200, St. Louis Park, MN 55416 www.civilsitegroup.com - mpavek@civilsitegroup.com - 763.213.3944 direct C WIUS ite G R O U P Table of Contents: Cover Sheet Summary Narrative Calculations Volume Retention Calculations HydroCAD Summary Table Hydraulic/Hydrologic Data Hydrocad Calculations CivilSite G R O U P Summary Narrative: This Storm Water Management Report accompanies the Civil Plans prepared for Chanhassen Gateway dated 10/4/2013 and attached to this report. Existing Site Conditions: The existing site area is 49,414 SF of commercial property containing a parking lot and Gas Station building. The existing site is approximately 50% impervious surface. Approximately 70% of the existing gas station site drains via storm sewer pipes to storm sewer located in Great Plains Boulevard. The remaining 30% drains overland to catch basins along Highway 5. Proposed Site: The proposed project is the redevelopment of the gas station site into a retail building and parking lot. Landscape areas, a rain garden and other pervious surfaces will be added as a part of this project. Drainage patterns will not change. Time of Concentration is assumed at 10 minutes. Requirements: Per City of Chanhassen Rate Control: Provide rate control to existing conditions for the site. Proposed Storm Water Facilities: Rate, Volume & Quality Control practices proposed: Infiltration Basin / Rain Garden: Approximately 30% of the site including new impervious area drains to the proposed rain garden area. This basin is designed with a water quality volume (volume below the outlet) of 755 Cubic Feet. The volume of runoff from 1" over the new impervious area of the project is (10,059SF x 1'� = 840 CF. The proposed rain garden essentially provides infiltration/filtration for 90% of the 1" runoff generated by the new impervious surfaces of this project. This is not required, but provided. Rate control for the project is also provided by the proposed rain garden to the extent practical with the size rain garden feasible for the open space on the site. Runoff rates are CivflSite G R O U P less than existing for the 2 -year event, and slightly more for the 10 & 100- year event. See the table below for the pre and post runoff rates for this project. Rate Control Summary Table: STORM EVENT EXISTING RUNOFF CFS PROPOSED RUNOFF CFS 2 -YEAR 2.80 2.63 10 -YEAR 4.88 5.33 100 -YEAR 7.56 7.96 EXISTING SITE s bReach ° Link Routing Diagram for CHAN BP Prepared by Microsoft, Printed 10/712013 HydroCAD® 10.00 s. n 02202 O 2013 HydroCAD Software Solutions LLC CHAN BP Prepared by Microsoft EXISTING Type// 24 -hr 2 -YEAR Rainfal1=2.80" Printed 10/7/2013 Summary for Subcatchment 1S: EXISTING SITE Runoff = 2.80 cfs @ 12.01 hrs, Volume= 0.155 af, Depth> 1.64" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -YEAR Rainfall=2.80" _ Area (sf) CN Description 1,831 98 BUILDING * 21,310 98 PAVEMENT * 26,273 80 LANDSCAPE 49,414 88 Weighted Average 26,273 53.17% Pervious Area 23,141 46.83% Impervious Area Tc Length Slope Ve 10.0 Description Direct Entry, CHAN BP Prepared by Microsoft HvdroCAD® 10.00 s/n 02'. EXISTING Type// 24 -hr 10 -YR Rainfall=4.20" Summary for Subcatchment 1S: EXISTING SITE Runoff = 4.88 cfs @ 12.01 hrs, Volume= 0.275 af, Depth> 2.91" Printed 10/7/2013 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -YR Rainfall=4.20" Area (sf) CN Description 1,831 98 BUILDING 21,310 98 PAVEMENT 26,273 80 LANDSCAPE 49,414 88 Weighted Average 26,273 53.17% Pervious Area 23,141 46.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, CHAN BP Prepared by Microsoft EXISTING Type 1124 -hr 100 -YR Rainfall=6.00" Summary for Subcatchment 1 S: EXISTING SITE Runoff = 7.56 cfs @ 12.01 hrs, Volume= 0.437 af, Depth> 4.62" Printed 10/7/2013 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.00" Area (sf) CN Description 1,831 98 BUILDING 21,310 98 PAVEMENT 26,273 80 LANDSCAPE 49,414 88 Weighted Average 26,273 53.17% Pervious Area 23,141 46.83% Impervious Area Tc Length 10.0 Description Direct Entry, PROPOSED SITE TO RAIN GARDEN RAIN GARDEN 6R 3S - PROPOSED SITE PROPOSED SITE NOT TOTAL TO RAIN GARDEN Suhcat Reach Z4 Link PROPOSED CHAN BP Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 2 Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 0.240 98 BUILDING (3S) 0.372 80 LANDSCAPE (3S, 5S) 0.522 98 PAVEMENT (3S, 5S) 1.134 92 TOTAL AREA PROPOSED CHAN BP Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 ® 2013 HydroCAD Software Solutions LLC Page 3 Soil Listing (selected nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 0.000 HSG D 1.134 Other 3S, 5S 1.134 TOTAL AREA PROPOSED CHAN BP Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 4 Ground Covers (selected nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.000 0.000 0.000 0.240 0.240 BUILDING 3S 0.000 0.000 0.000 0.000 0.372 0.372 LANDSCAPE 3S, 5S 0.000 0.000 0.000 0.000 0.522 0.522 PAVEMENT 3S, 5S 0.000 0.000 0.000 0.000 1.134 1.134 TOTAL AREA CHAN BP Microsoft 1.00 s/n 02; Solutions LLC Pipe Listing (selected nodes) :1001061-449 • Printed 10/7/2013 Line# Node In -Invert Out -Invert Length Slope n DiamMidth Height Inside -Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 4P 951.00 950.30 26.0 0.0269 0.013 12.0 0.0 0.0 PROPOSED CHAN BP Type // 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCADO 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 6 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: PROPOSED SITE NOT Runoff Area=39,188 sf 64.91% Impervious Runoff Depth>1.97" Tc=10.0 min CN=92 Runoff=2.61 cfs 0.148 of Subcatchment5S: PROPOSED SITE TO Runoff Area= 10,226 sf 75.92% Impervious Runoff Depth>2.15" Tc=10.0 min CN=94 Runoff=0.73 cfs 0.042 of Reach 6R: PROPOSED SITE TOTAL Inflow=2.63 cfs 0.178 of Outflow=2.63 cfs 0.178 of Pond 4P: RAIN GARDEN Peak Elev=954.06' Storage=814 cf Inflow=0.73 cfs 0.042 of Outflow=0.31 cfs 0.030 of Total Runoff Area = 1.134 ac Runoff Volume = 0.190 of Average Runoff Depth = 2.01" 32.81% Pervious = 0.372 ac 67.19% Impervious = 0.762 ac PROPOSED CHAN BP Type ll 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 H droCADO 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 3S: PROPOSED SITE NOT TO RAIN GARDEN Runoff = 2.61 cfs @ 12.01 hrs, Volume= 0.148 af, Depth> 1.97' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -YEAR Rainfall=2.80" Area (sf) CN Descriotion 10,443 98 BUILDING 14,993 98 PAVEMENT 13,752 80 LANDSCAPE 39,188 92 Weighted Average 13,752 35.09% Pervious Area 25,436 64.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type // 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Pape 8 Summary for Subcatchment 5S: PROPOSED SITE TO RAIN GARDEN Runoff = 0.73 cfs @ 12.01 hrs, Volume= 0.042 af, Depth> 2.15" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -YEAR Rainfall=2.80" Area (sf) CN Descriotion 0 98 BUILDING 7,764 98 PAVEMENT ` 2,462 80 LANDSCAPE 10,226 94 Weighted Average 2,462 24.08% Pervious Area 7,764 75.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type 11 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD9 10.00 s/n 02202 02013 HydroCAD Software Solutions LLC Page 9 Summary for Reach 6R: PROPOSED SITE TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.134 ac, 67.19% Impervious, Inflow Depth > 1.88" for 2 -YEAR event Inflow = 2.63 cfs @ 12.01 hrs, Volume= 0.178 of Outflow = 2.63 cfs @ 12.01 hrs, Volume= 0.178 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs PROPOSED CHAN BP Type lI 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 10 Summary for Pond 4P: RAIN GARDEN Inflow Area = 0.235 ac, 75.92% Impervious, Inflow Depth > 2.15" for 2 -YEAR event Inflow = 0.73 cfs @ 12.01 hrs, Volume= 0.042 of Outflow = 0.31 cfs @ 12.17 hrs, Volume= 0.030 af, Atten= 58%, Lag= 9.7 min Primary = 0.31 cfs @ 12.17 hrs, Volume= 0.030 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 954.06' @ 12.17 hrs Surf.Area= 1,023 sf Storage= 814 cf Plug -Flow detention time= 220.9 min calculated for 0.030 of (71 % of inflow) Center -of -Mass det. time= 127.4 min ( 918.3 - 790.9 ) Volume Invert Avail.Storage Storage Description #1 953.00' 2,025 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 520 0 0 954.00 990 755 755 955.00 1,550 1,270 2,025 Device Routing Invert Outlet Devices #1 Primary 954.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 954.50' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Primary 953.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 951.00' 12.0" Round Culvert L= 26.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.00'/ 950.30' S= 0.0269 T Cc= 0.900 n=0.013, Flow Area= 0.79 sf PrimaryOutFlow Max=0.27 cfs @ 12.17 hrs HW=954.05' (Free Discharge) 1 Orifice/Grate (Weir Controls 0.26 cfs @ 0.76 fps) �4=Culvert (Passes 0.26 cfs of 0.88 cfs potential flow) 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 3=Exfiltration (Exfiltration Controls 0.02 cfs) PROPOSED CHAN BP Type// 24 -hr 10 -YR Rainfall=4.20" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Pace 11 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: PROPOSED SITE NOT Runoff Area=39,188 sf 64.91% Impervious Runoff Depth>3.31" Tc=10.0 min CN=92 Runoff=4.26 cfs 0.248 of Subcatchment5S: PROPOSED SITE TO Runoff Area= 10.226 sf 75.92% Impervious Runoff Depth>3.51" Tc=10.0 min CN=94 Runoff=1.16 cfs 0.069 of Reach 6R: PROPOSED SITE TOTAL Inflow=5.33 cfs 0.302 of Outflow=5.33 cfs 0.302 of Pond 4P: RAIN GARDEN Peak Elev=954.14' Storage=900 cf Inflow=1.16 cfs 0.069 of Outflow=1.11 cfs 0.054 of Total Runoff Area = 1.134 ac Runoff Volume = 0.317 of Average Runoff Depth = 3.35" 32.81% Pervious = 0.372 ac 67.19% Impervious = 0.762 ac CHAN BP Prepared by Microsoft LLC PROPOSED Type 1124 -hr 10 -YR Rainfall=4.20" Printed 10/7/2013 Summary for Subcatchment 3S: PROPOSED SITE NOT TO RAIN GARDEN Runoff = 4.26 cfs @ 12.01 hrs, Volume= 0.248 af, Depth> 3.31" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -YR Rainfall=4.20" Area (sf) CN Description 10,443 98 BUILDING 14,993 98 PAVEMENT 13.752 80 LANDSCAPE 39,188 92 Weighted Average 13,752 35.09% Pervious Area 25,436 64.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, CHAN BP Prepared by Microsoft © 2013 HvdroCAD Software Solutions LLC PROPOSED Type// 24 -hr 10 -YR Rainfall=4.20" Printed 10/7/2013 Summary for Subcatchment 5S: PROPOSED SITE TO RAIN GARDEN Runoff = 1.16 cfs @ 12.01 hrs, Volume= 0.069 af, Depth> 3.51" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -YR Rainfall=4.20" Area (sf) CN Description 0 98 BUILDING 7,764 98 PAVEMENT 2462 80 LANDSCAPE 10,226 94 Weighted Average 2,462 24.08% Pervious Area 7,764 75.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 10.0 Direct Entry, CHAN BP Prepared by Microsoft PROPOSED Type 1124 -hr 10 -YR Rainfall=4.20" Printed 10/7/2013 Summary for Reach 6R: PROPOSED SITE TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.134 ac, 67.19% Impervious, Inflow Depth > 3.19" for 10 -YR event Inflow = 5.33 cfs @ 12.02 hrs, Volume= 0.302 of Outflow = 5.33 cfs @ 12.02 hrs, Volume= 0.302 at, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs CHAN BP Prepared by Microsoft PROPOSED Type 1124 -hr 10 -YR Rainfall=4.20" 13 HydroCAD Software Solutions L Summary for Pond 4P: RAIN GARDEN Printed 10/7/2013 Inflow Area = 0.235 ac, 75.92% Impervious, Inflow Depth > 3.51" for 10 -YR event Inflow = 1.16 cfs @ 12.01 hrs, Volume= 0.069 of Outflow = 1.11 cfs @ 12.05 hrs, Volume= 0.054 af, Atten= 4%, Lag= 2.3 min Primary = 1.11 cfs @ 12.05 hrs, Volume= 0.054 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 954.14' @ 12.05 hrs Surf.Area= 1,069 sf Storage= 900 cf Plug -Flow detention time= 141.1 min calculated for 0.054 of (78% of inflow) Center -of -Mass det. time= 58.9 min ( 836.6 - 777.7 ) Volume Invert Avail.Storage Storage Description #1 953.00' 2,025 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 520 0 0 954.00 990 755 755 955.00 1,550 1,270 2,025 Device Routing Invert Outlet Devices #1 Primary 954.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 954.50' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Ccef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Primary 953.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 951.00' 12.0" Round Culvert L= 26.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.00'/ 950.30' S= 0.0269 T Cc= 0.900 n=0.013, Flow Area= 0.79 sf PrimaryOutFlow Max=1.09 cfs @ 12.05 hrs HW=954.14' (Free Discharge) 1 Orifice/Grate (Weir Controls 1.07 cfs @ 1.22 fps) `4=Culvert (Passes 1.07 cfs of 1.41 cfs potential flow) 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 3=Exfiltration (Exfiltration Controls 0.02 cfs) CHAN BP Prepared by Microsoft PROPOSED Type// 24 -hr 100 -YR Rainfall=6.00" Solutions LLC Printed 10/7/2013 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: PROPOSED SITE NOT Runoff Area=39,188 sf 64.91% Impervious Runoff Depth>5.06" Tc=10.0 min CN=92 Runoff=6.36 cfs 0.379 of Subcatchment5S: PROPOSED SITE TO Runoff Area=10,226 sf 75.92% Impervious Runoff Depth>5.29" Tc=10.0 min CN=94 Runoff=1.70 cfs 0.103 of Reach 6R: PROPOSED SITE TOTAL Inflow=7.96 cfs 0.466 of Outflow=7.96 cfs 0.466 of Pond 4P: RAIN GARDEN Peak Elev=954.19' Storage=948 cf Inflow=1.70 cfs 0.103 of Outflow=1.64 cfs 0.087 of Total Runoff Area = 1.134 ac Runoff Volume = 0.483 of Average Runoff Depth = 5.11" 32.81% Pervious = 0.372 ac 67.19% Impervious = 0.762 ac PROPOSED CHAN BP Type 1124 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HYdroCAD® 10.00 s/n 02202 © 2013 HvdroCAD Software Solutions LLC Paqe 17 Summary for Subcatchment 3S: PROPOSED SITE NOT TO RAIN GARDEN Runoff = 6.36 cfs @ 12.01 hrs, Volume= 0.379 af, Depth> 5.06" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.00" Area (sf) CN Description 10,443 98 BUILDING 14,993 98 PAVEMENT 13,752 80 LANDSCAPE 39,188 92 Weighted Average 13,752 35.09% Pervious Area 25,436 64.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (f /sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type 1124 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 @2013 HydroCAD Software Solutions LLC Page 18 Summary for Subcatchment SS: PROPOSED SITE TO RAIN GARDEN Runoff = 1.70 cfs @ 12.01 hrs, Volume= 0.103 af, Depth> 5.29" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.00" Area (sf) CN Description ' 0 98 BUILDING ' 7,764 98 PAVEMENT ' 2.462 80 LANDSCAPE 10,226 94 Weighted Average 2,462 24.08% Pervious Area 7,764 75.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type// 24 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HvdroCAD Software Solutions LLC Page 19 Summary for Reach 6R: PROPOSED SITE TOTAL [40) Hint: Not Described (Outflow=Inflow) Inflow Area = 1.134 ac, 67.19% Impervious, Inflow Depth > 4.93" for 100 -YR event Inflow = 7.96 cfs @ 12.01 hrs, Volume= 0.466 of Outflow = 7.96 cfs @ 12.01 hrs, Volume= 0.466 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs CHAN BP Prepared by Microsoft PROPOSED Type// 24 -hr 100 -YR Rainfall=6.00" HydroCAD® 10.00 s/n 02202 © 2013 HvdroCAD Software Solutions LLC Printed 10/7/2013 Summary for Pond 4P: RAIN GARDEN Inflow Area = 0.235 ac, 75.92% Impervious, Inflow Depth > 5.29" for 100 -YR event Inflow = 1.70 cfs @ 12.01 hrs, Volume= 0.103 of Outflow = 1.64 cfs @ 12.03 hrs, Volume= 0.087 af, Atten= 4%, Lag= 1.4 min Primary = 1.64 cfs @ 12.03 hrs, Volume= 0.087 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 954.19' @ 12.03 hrs Surf.Area= 1,094 sf Storage= 948 cf Plug -Flow detention time= 104.9 min calculated for 0.086 of (83% of inflow) Center -of -Mass det. time= 35.0 min ( 802.5 - 767.5 ) Volume Invert Avail.Storage Storage Description #1 953.00' 2,025 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 520 0 0 954.00 990 755 755 955.00 1,550 1,270 2,025 Device Routing Invert Outlet Devices #1 Primary 954.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 954.50' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Primary 953.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 951.00' 12.0" Round Culvert L= 26.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.00'/ 950.30' S= 0.0269 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf Primary OutFlow Max=1.62 cfs @ 12.03 hrs HW=954.18' (Free Discharge) 11 _Orifice/Grate (Weir Controls 1.60 cfs @ 1.40 fps) =Culvert (Passes 1.60 cfs of 1.61 cfs potential flow) 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 3=Exfiltration (Exfiltration Controls 0.02 cfs) M,��z:.::5. a It Wenck Engineers • Scientists Business Professionals TECHNICAL MEMORANDUM TO: Adam Seraphine, NHH Chanhassen Partners, LLC Sheldon Berg, DJR Architecture, Inc. FROM: Ed Terhaar, Wenck Associates, Inc. DATE: October 23, 2013 C sreat P lc•;rs IZe-1 aal3 -a3 Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 58359-0249 (800) 472-2232 (763) 4794200 Fax (763) 4794242 wenckmp@wenck.wrn www.wanck.com SUBJECT: Trip Generation Information for Proposed Retail Building in Chanhassen, MN BACKGROUND INFORMATION The proposed project involves removal of an existing gas station and convenience store and construction of a new 10,443 square foot retail building. The project site is located at 7905 Great Plains boulevard, which is in the northeast quadrant of the T.H. 5/Great Plains Boulevard intersection in Chanhassen. TRIP GENERATION INFORMATION Existing trip generation for the gas station use was determined through the collection of weekday p.m. peak period turn movement volumes at the Great Plains Boulevard/W. 79th Street/development access intersection. This information was compared to weekday p.m. peak hour trip generation based on data presented in the ninth edition of Trip Generation, published by the Institute of Transportation Engineers (ITE). The comparison results are shown in Table 1. Table 1 Weekdav P.M. Peak Hour Trip Generation Information Use Size Unit Weekday P.M. Peak Hour Weekday Daily In Out Total Total Existing Use -Actual Counts Gas Station w/convenience store and car wash 12 vfp 26 26 52 573 Existing Use -ITE data Gas Station w/convenience store and car wash 12 vfp 85 81 166 1,834 Proposed Use4TE data 1 General Retail 1 10,443 sf 19 20 39 446 SF = square feet vfp = vehicle fueling position A M, Qiv_ A . Technical Memo Trip Generation Information for Proposed Retail Building in Chanhassen, MN October 23, 2013 As shown, the actual trip generation for the gas station is much lower than the estimate from the ITE data. This location generates only about one third of the trips expected for a gas station use of this size. The expected trip generation for the proposed retail use is slightly smaller than the current trip generation for the site. Trip generation for multi -tenant buildings will vary depending on the uses that ultimately are located on the site. However, even if the trip generation is slightly higher than expected, it will still be significantly lower than what is expected from a fully operational gas station. The potential trip generation for the site is also limited by the number of parking stalls. The 52 parking spaces included on the site would not support high generating uses. TRIP DISTRIBUTION PERCENTAGES Based on the actual field counts, the trip generation percentages for the gas station are as follows: • 56 percent to/from the north on Great Plains Boulevard • 38 percent to/from the south on Great Plains Boulevard • 6 percent to/from the west on W. 78"' Street We expect the trip distribution for the proposed retail use to be very similar to these percentages. TRAFFIC OPERATIONS OBSERVATIONS Overall, the Great Plains Boulevard/W. 791h Street/development access intersection operated with minimal issues during the weekday p.m. peak hour. Gas station trips were able to enter and exit the site with minimal delays. The most significant issue was related to the T.H. 5/Great Plains traffic signal. During approximately five traffic signal cycles, the vehicle queue in the southbound left turn lane extended past W. 791h Street. This resulted in operational issues until the vehicle queue cleared. Since this did not occur very often, the intersection was able to clear and operate with minimal issues. -4dAWenck a(D t3 -a3 C�I1 Kimley-Horn and Associates, Inc. Sheet No. of Job Subject Job Na Desgrtedby Date Checkedby Dare aJ% JY1Gv'/L h L4)1 JaYcZ.,' dean Oh',s 4 b-39 Ac " eC� - Mai�ym( i�c e1,/I f uLtttr�— CV ►ULhJ V +D 6n -W P S CLjr Wash t 4i4- PO'K-- X C�V-CL- DtY YCV 1 W - C OVJr— One of FORTUNE'S 100 Best Companies to Work For CITY OF CAANAASSEN 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.2271170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen AI-Jaff, Senior Planner DATE: November 25, 2013Q SUBJ: Site Plan Review for Chanhassen Great Plains Center Planning Case #2013-23 PROPOSED MOTION "The Chanhassen City Council approves a Site Plan for the construction of a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site) ; and adoption of the attached Findings of Fact." City Council approval of the site plan requires a majority vote of City Council present. EXECUTIVE SUMMARY The developer is requesting Site Plan approval for the construction of a 10,443 square -foot single -story building (Chanhassen Great Plains Center). The site is located northeast of the intersection of Highway 5 and Great Plains Boulevard. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on November 5, 2013. The Planning Planning & Natural Resources Commission had no issues or concerns and voted unanimously to recommend approval Phone: 952.227.1130 of the project. The November 5, 2013 Planning Commission minutes are included in the Fax: 952.227.1110 City Council packet. Public Works RECOMMENDATION 7901 Park Place Phone: 952.227.1300 Staff recommends approval of the request. Fax: 952.227.1310 Senior Center ATTACHMENTS Phone: 952.227.1125 Fax: 952.227.1110 1. Planning Commission Staff Report dated November 5, 2013. Web Site www.ci.chanhassen.mn.us tan�2o13 tannin cases�2013-23 chanhassen g:�p p g great plains cen[er`executive summary.doc SCANNED Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow PROPOSED MOTION: "The Chanhassen Planning Commission recommends the City Council approve a Site Plan for the construction of a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site) ; and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Site Plan Approval for the construction of a 10,443 square -foot single -story building. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: 7905 Great Plains Boulevard Northeast of the intersection of Highway 5 and Great Plains Boulevard APPLICANT: NHH Chanhassen Partners, LLC Camelot Conv. Quality Fuel & Food 7455 France Ave S, #3517905 Great Plains Boulevard Edina, MN 55435 O� Chanhassen, MN 55317 Mr. Adam Seraphine Mr. Khaled Aloul Phone: (612) 716-9052 Phone: (651) 3434995 adam@nhhpronerties.com khalaloulCa.amail.com PRESENT ZONING: Highway and Business Services District (BH) 2030 LAND USE PLAN: Commercial ACREAGE: 1.1344 Acres (49,414.5 square feet) DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting site plan approval to redevelop the Chanhassen BP Gas Station. The existing structure is proposed to be removed and replaced by a 10,443 square -foot retail center. The site is located northeast of the intersection of Highway 5 and Great Plains Boulevard. SCANNED Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 2 of 17 The site is bordered by a self -serve car wash and Valvoline to the north, Highway 5 to the south, Great Plains Boulevard to the west and Master Collision and Brown's Tire and Auto to the east. Sewer and water are available to the site. Access to the parcel will be gained off of Great Plains Boulevard. The site is zoned Highway Business District. APPLICABLE REGULATIONS Chapter 20, Article 11, Division 6, Site Plan Review Chapter 20, Article XVII, Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 3 of 17 On January 23, 1988 the Chanhassen City Council approved site plan 88-11 to redevelop the site to permit a 1,030 square -foot convenience store, 30 -foot by 101 -foot gas canopy, six gas pumps and a single -bay automatic car wash. Prior to 1988 the site contained an Amoco Standard Station and automatic car wash. r I �1C c,. / / Iauup. I'mnps / £ ,�;� �� • ege - iii ;: ;. O ruhNr p I rw Site Plan: The site plan request is for the construction of an 11,443 square -foot multi -tenant single level building. This is a permitted use in the Highway Business District. The maximum permitted site coverage is 65 percent. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet ordinance requirements. Sidewalks and trails allow for connections between the subject site and the surrounding buildings and separates pedestrian from vehicular traffic. Access to the site is provided via Great Plains Boulevard. There will not be direct access to Highway 5. Parking is proposed along the northerly portion of the site. It is buffered from views by the building, however, the easterly portion is exposed to views from Highway 5. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 4 of 17 I Proposed building a Staff recommends the applicant improve the screening through the use of berming and landscaping. The minimum setback in the BH district is 25 feet from Highway 5 and Great Plains Boulevard. The building meets the required setback; however, the parking lot encroaches into the required setback area. The ordinance states "Parking setbacks along public rights-of- way may be reduced to a minimum of ten feet if the applicant can demonstrate to the satisfaction of the city that 100 percent screening is provided at least five feet above the adjacent parking lot. The intent of this section is that the city is willing to trade a reduced setback for additional landscaping that is both an effective screen and of high quality aesthetically. Acceptable screening is to be comprised of berming and landscaping. Screening through the use of fencing is not permitted. " The applicant shall revise the plans to comply with ordinance. The trash enclosure is proposed to be located north of the building, in the parking lot and is proposed to be constructed of materials that match the building. It will also be screened from views by the building. The added landscaping and boulevard trees will provide a calming effect to a busy area. The design of the building is attractive and is proposed to be constructed of high-quality materials which include stone, stucco, glass and metal panels. All elevations that can be viewed by the public have received equal attention. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 5 of 17 The building has pronounced entrances, utilizes durable exterior materials, and exhibits articulation. Signs are proposed along the north, south, east and west elevations of the building. The ordinance regulating this development limits signage to two elevations per building. One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. The signage shall be limited to the north and south elevations only. The signs must comply with ordinance. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan with conditions as outlined in the staff report. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 6 of 17 LIGHTING/SIGNAGE The applicant has not submitted a lighting plan. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. The building is permitted signs on two elevations only. The proposed signs on the east and west elevations must be removed in order for signage to remain consistent with the Sign Ordinance. PARHING The ordinance requires one parking space per 200 square feet for the shopping center. The development uses shared parking. The development must provide 52 parking spaces. The applicant is showing 52 spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has pronounced entrances. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the building but will fit in with the surrounding area. The building will provide a variation in style through the use of stone, stucco, metal and glass. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign criteria in the Business Highway District. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design The building ranges in height between 16.8 and 17.8 feet and a glass comer that extends up to 19 feet. The district limits the height to two stories. The structure is a single level. The roofline is staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 7of17 Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas. etc. The trash enclosure is located along the northern portion of the site. The exterior material must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 8of17 of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Fes: The proposed development is consistent with the City s design requirements, the comprehensive plan, the zoning ordinance and the site plan review requirements with the exception of the area of the parking setbacks. Staff will work with the applicant to bring the plans into compliance. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. ACCESS AND SITE CIRCULATION The proposed development will access Great Plains Boulevard, a public street within a 66 -foot wide platted right-of-way and MnDOT Parcel 209B. Parcel 209B was turned back to the City of Chanhassen in 2005. The sketch below shows the existing site coverage in grey, with the outline of the proposed building in orange and the outline of the proposed parking lot in yellow. The existing access is 50 feet wide. The developer proposes to narrow the access to 26 feet and provide approximately 135 feet between the access and the end of the right tum lane from westbound Highway 5. The developer also proposes to construct a right tum lane into the site. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 9 of 17 The developer's traffic engineer provided information regarding the existing and proposed trips to the site. The morning peak traffic was not analyzed because strip retail centers typically do not generate significant morning traffic. The analysis shows that the site currently generates 52 trips/ hour during the weekday afternoon peak. For a "general retail" use, the proposed development would generate 39 trips/hour during the weekday afternoon peak. The traffic report noted that during the afternoon peak the left tum lane for southbound Great Plains Boulevard to eastbound Highway 5 extended past the existing dedicated turn lane for approximately five signal cycles. This is not an issue of significance due to the infrequency of this event and the minimal issues that result from it. The traffic analysis identified the current trip distribution as follows: A W 79th St &i4 The distribution to and from the site is expected to be the same for the proposed site redevelopment. The actual trip generation will depend on the type of businesses within the building and the square footage of business. Coffee shops are a permitted use in this zoning district. Staff and the applicant have discussed the potential increase the peak morning traffic to and from the site should a coffee shop occupy a space within property. The applicant indicated that a coffee shop is not proposed at this time. The uses to the north of the site include a car wash, an oil change facility and auto body repair shop. Staff anticipates that at some point these properties may be redeveloped into retail. If this redevelopment is proposed it would be prudent to explore cross -access between these sites and the Chanhassen Great Plains development at that time. A traffic study would be required to Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 10 of 17 estimate the impacts on the adjacent roadways, and the access to Great Plains Boulevard may be limited or removed based on the outcome of the study. SITE PLAN The developer proposes to construct two sidewalks within the site. The western sidewalk will extend from the northern property line (adjacent to the car wash exit on the property to the north) within the Great Plains Boulevard right-of-way. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. A second sidewalk is proposed to extend from the northeast corner of the building to the bituminous trail along Highway 5. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. The developer proposes to construct a trash enclosure on the north side of the property, between parking areas. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. UTILITIES The site is currently served by two, one -inch diameter water services. These water services will be abandoned. A new six-inch diameter private water service is proposed to be installed to serve the proposed building. The service will extend from the existing 10 -inch watermain within Great Plains Boulevard. The new water service must be wet tapped. Contact Gordy Stauff at 952-227- 1166 a minimum three working days before the water service connection. The new water service connection requires cutting into Great Plains Boulevard. A $7,600 security must be submitted to ensure that the street is properly patched. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. The existing sanitary sewer service to the site extends from the 10 -inch trunk sanitary sewer on the north side of the site. The developer intends to utilize this service for the new building. The site improvements require cut over the existing sanitary sewer on the north side of the site. Based on the as -built information available there is more than 10 feet of cover over the sanitary sewer, therefore there will still be adequate cover over the pipe. The sanitary sewer line must be televised before and after construction to ensure that the construction equipment does not damage the sanitary sewer. Before the City signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page I1 of 17 The existing sanitary sewer manhole in the northeast corner must be reconstructed due to the proposed grade changes in the area. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. The SAC units are determined by the Met Council. The current fees are $6,060/SAC unit for City water, $2,170/SAC unit for City sewer and $2,435/SAC unit for the Met Council SAC fee. GRADING The developer proposes to grade the site to install the proposed improvements. The building pad will be about two feet higher than the existing structures on the property. Before site grading can commence the grading plan must be revised as follows: 1. Label the existing contours. 2. Label the Emergency Overflow (EOF) elevation. 3. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. 4. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). 5. Revise the grading on the northeast comer of the site so that the proposed grades do not exceed 3H: IV. SURFACE WATER MANAGEMENT This parcel is tributary to Rice Marsh Lake and is part of a very large, fully developed and largely commercial, 236.25 -acre watershed. The 40+ acre watershed immediately tributary to the storm conveyance system along Great Plains Boulevard is untreated until it reaches the pond constructed immediately adjacent to Rice Marsh Lake and there exists no rate control within this watershed. Further, there have been known surcharge conditions within the conveyance along Great Plains Boulevard. While Chanhassen does not have specific metrics for water quality goals on redevelopment sites, it is the policy of Chanhassen to implement standards to achieve the goals and policies set forth in the city's surface water management plan in order to preserve, protect and improve the city's surface water resources.' In addition to any water quality benefits, rates for the 2 -year, 10 -year and 100 -year return interval storms must not increase at any point where water leaves the site. The submitted Storm Water Management Report looked at the site in aggregate. However, the site has, under existing conditions, five discrete discharge points. Rates at these points shall not increase or th must demonstrate that "no adverse downstream effects will result from the proposed system' Given the existing capacity issues along Great Plains Boulevard, rates must not increase. The proposed storm water management results in an increase under the 10 -year and 100 -year events. The storm sewer system must be designed to accommodate the 10 -year storm event and evaluated for the 100 -year event. The rational method calculations shall be provided to determine that there is 1§19-140 2 §19-143.(b)(2) Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 12 of 17 adequate capacity within the system or that the proposed changes to the site conditions will not exacerbate existing deficiencies. The applicant is proposing to use a rain garden to provide water quality treatment for a portion of the drainage area. This feature will also provide some rate control. The model indicates that just under one-third of the site will be directed to the rain garden. No drainage plan was included with the submittal. A drainage plan is required by city code as well as under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). Currently, Chanhassen design standards are silent on the design and construction of biofiltration features. In the absence of this guidance, the applicant must design the rain water garden based upon the current Minnesota Stormwater Manual which can be found online at the following web address: h_ttp://stormwater.vca.state.mn.us/index.nhp/Main Page. All required elements must be incorporated into the design. All highly recommended elements must be incorporated into the design unless the City agrees that not including an element would not interfere with the designed objectives of the rein garden. The plan must include a detailed design for the construction of the biofiltration feature including any necessary soil amendments, depth of drain tile, depth of filtration media, planting plan and schedule, and other elements germane to the construction of this feature. If it is determined that there is a potential for contaminated soil in the area the basin will need to be lined to prevent the leaching of contaminates into the ground water. The applicant will be responsible for performing a Phase 1 Environmental Site Assessment and complying with any recommendations contained therein. EROSION PREVENTION AND SEDIMENT CONTROL The site will exceed one acre in total disturbance and will need to be permitted under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program. A Surface Water Pollution Prevention Plan (SWPPP) was submitted for review as required by Chapter 19 of City Code. This SWPPP must contain all required elements per the NPDES Construction Permit reissued August 1, 2013. The Pollution Control Agency has developed a template for SWPPP design which can be found on their website. This template can be used a checklist to determine that the SWPPP contains all required elements. Because of the high traffic usage of Great Plains Boulevard, it will be important to prevent dirt from tracking onto Great Plains Boulevard rather than to react after the fact and clean it up. Therefore, the rock construction entrance should be extended from the saw cut location into the site. Any materials tracked onto the street will need to be swept at least daily. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 13 of 17 In order to assure that the biofiltration functions optimally, it will need to be protected from all construction -related activities as defined in the NPDES Construction Permit as well the stockpiling of materials and other construction traffic until it is to be constructed. The biofiltration feature shall not be constructed until after the site is substantially stabilized and the base course has been installed within the parking lot. The erosion control plan should be changed to indicate how this area will be protected prior to construction as well as what best management practices will be installed to protect the feature after construction. The inlet should be occluded until the biofiltration feature is ready to accept drainage. LANDSCAPING Minimum requirements for landscaping at Chanhassen Great Plains Center include 1,820 square feet of landscaped area around the parking lot, two landscape islands or peninsulas, and seven trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 1,820 sq. ft. >1,820 sq. ft. Trees/parking lot 7 trees 7 trees Islands or peninsulas/parking lot 2 islands/peninsulas I islands/peninsulas The applicant does not meet minimum requirements for landscape peninsulas in the parking lot area. An additional peninsula shall be included in the west end of the parking lot. Parking must also be screened on the south side along Highway 5. The applicant will be required to add shrubs with a minimum mature height of three feet along the south parking lot perimeter. The applicant shall also include evergreens in the eastern corner of the property. Bufferyards are required along Highway 5 and the north property line. The north property is installed at 75% of the total required, as directed by ordinance. Bufferyard requirements: Required plantings Proposed plantings Bufferyard A — north prop. line, 335' 2 Overstory trees 3 Overstory trees 4 Understory trees 5 Understory trees 6 Shrubs 12 Shrubs Bufferyard B — south prop. Line, 420' 4 Overstory trees 2 Overstory trees 8 Understory trees 2 Understory trees 16 Shrubs 0 Shrubs Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 14 of 17 COMPLIANCE TABLE The plan shall be revised to ecce hard s afx covemge on the sne to men mdm teganem m not m exceed 65% •• the applicant moat weak with staff to add additional landscaping and screen the parking in eadcrto mainam less than 25 foot setback. Staff recommends adoption of the following motion: "The Planning Commission recommends the City Council approve the site plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern corner of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Ordinance Requirements Subject Site Lot Area 20,000 square feet 49,414.5 square feet Frontage 100' S: 455.72' W: 163.84' Depth 150' approx:335.35' Lot Coverage Building Height 65% Ordinance Requirements 67.2%* Subject Site Principal nvmstory one-story: 19'10" Building Setbacks Ordinance Requirements Subject Site West Front yard 25' 27' South Front yard 25' 31' Side yard 10' 210' Parking Requirements Ordinance Requirements Subject Site Stalls 1:200 (Retail) 10,443square feet /200 = 52 stalls 52 stalls South Front yard 10'w/ screening, 25' without 10' with Screening ** The plan shall be revised to ecce hard s afx covemge on the sne to men mdm teganem m not m exceed 65% •• the applicant moat weak with staff to add additional landscaping and screen the parking in eadcrto mainam less than 25 foot setback. Staff recommends adoption of the following motion: "The Planning Commission recommends the City Council approve the site plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern corner of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 15 of 17 Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground, fuel storage tanks removal requirements). 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. An additional on-site fire hydrant will be required. Location to be on the northwest comer of the building. If necessary contact Fire Marshal for exact location. 2. Yellow painted curbing will be required. Areas include but not limited to are the curbing north of the building. Contact Fire Marshal for exact location. Also " No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: I. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 16 of 17 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast comer must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. c. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). a. Revise the grading on the northeast corner of the site so that the proposed grades do not exceed 31-1: IV. 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 17 of 17 once a minimum of 75% of the site has been permanently stabilized and the sediment control BMPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps area planned to restore the functionality of the biofiltration feature. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of berming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Reduced Copy of Plans dated "Received October 4, 2013". 4. Letter from MnDOT dated October 23, 2013. 5. Public Hearing Notice and Affidavit of Mailing. 6. Affidavit of Mailing of Public Hearing Time Correction. g:Tlan0013 planning cases\2013-23 chanhassen great plains center\staff reponAm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION II ' Application of NHH Chanhassen Partners, LLC for approval of a Site Plan, Planning Case #2013-23, for the construction of an 10,443 square -foot single -story building, on property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard. On November 5, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of NHH Chanhassen Partners, LLC for site plan approval for a single -level multi -tenant building on property located at 7905 Great Plains Boulevard. The Planning Commission conducted a public hearing on the proposed Site Plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services (BH). 2. The property is guided as Commercial by the 2030 Land Use Plan. 3. The legal description of the property is described as shown in Exhibit A. 4. In evaluating a Site Plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of significant views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed development is consistent with the City s design requirements, the comprehensive plan, the zoning ordinance and the site plan review requirements with the exception of the area of the parking setbacks. Staff will work with the applicant to bring the plans into compliance. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. The proposed site plan is consistent with all plans and specifications and development design standards for the BH District. RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan, Planning Case #2013-23, for an 10,443 square -foot single -story multi -tenant building on property located at 7905 Great Plains Boulevard, and zoned Highway and Business Services (BH) District. ADOPTED by the Chanhassen Planning Commission this 5t° day of November 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 2 EXHIBIT A Property Descriotion: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116): RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4); T-iENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW114 OF NElA), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722 7) FEET TO THE ACTUAL POINT OF BEGINNING, THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE114) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY N0. 101: THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE114)'THENCE NORTHERLY ALONG SAID WESTLINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST. ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA ABSTRACT. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: NHH CHANHASSEN PARTNERS, LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 Contact: ADAM SERAPH INE Phone: 612.716.9052 Fax: Email: adam@nhhproperties.com Planning Case No. ';Wl a,' a CAMELOT CONV QUALITY FUEL & FOOD 7905 GREAT PLAINS BLVD Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits 5DO-i-(to x too)= S rpCto`= Site Plan Review (SPR)*� Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign 200 (City to install and remove) X Es w for Filing Fees/Attorney Cost' 5 UP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB 4?D d4e,=kk 37911 TOTAL FEE $ eb Ori *bZR An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. �j nJ�pu61y Zv va, ce4 41 -7 1 it A (002 les3 6 tO � a�erpo..) meet X50°=0 *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: CHANHASSEN GAiEWPif tG LOCATION: 7905 Great Plains Blvd utas LEGAL DESCRIPTION AND PID: PID: 250132000, Legal Description on Attached sheet. TOTAL ACREAGE: 1.13 Acres (41,414.5 Square Feet) WETLANDS PRESENT: YES x NO PRESENT ZONING: BH Highway and Business Services District REQUESTED ZONING: BH PRESENT NAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: Commercial REASON FOR REQUEST: The project proposes to redevelop the site from an existing gas station to an square foot single level retail center. FOR SITE PLAN REVIEW: Include number of existing employees: 3 and new employees: 30 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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Nti k4 �t1ii�1®flnliulil g 1 =1!3lfEl 30 Qit a 3113llAnwto p 'onNle sw3vumlr130x1 s3n Yd N3SStlHNYH3HsoHseN cn 3SSVHNVHOM � - , Nil a If If 14 $h I \, •\ \ gplfp�f�# i�eiei � $ \s Y ,d :� i \ ` d ii �i iii ii :e•: , e : � i = 3 - WAS za Y y � fig pJill 1pl all ns I 0 c a 9 - y 6R 4 • f� if •yyq �(3miimr0 - &$i@S gYi eq i 4i i @eeg e�BQi E:pi $ 2 3 YA C g y 1 iii tt-t• i g — B ��,1NESpj'1 Minnesota Department of Transportation Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 October 23, 2013 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 RECEIVED OCT 2 5 2.013 C►T`i OF CHANHASSEN SUBJECT: Chanhassen Gateway MnDOT Review # S13-063 Northeast Corner of Great PlainsBoulevard and TH 5 Chanhassen, Carver County Control Section 1010 Dear Ms. Al -Jaffa Thank you for the opportunity to review the revised site plan for the proposed Chanhassen Gateway. MnDOT has reviewed the plans and has the following comments: Trac: The right turn lane is an improvement, but there will still be vehicles weaving across each other near the intersection of TH 5 and Great Plains Blvd. Motorists traveling north on Great Plains Blvd or motorists that are turning left from eastbound TH 5 may have to weave with vehicles tuming right from westbound TH 5 to access the new development. MnDOT understands that the access identified in the site plan is the most logical available for this redevelopment. We do though recommend that the city work with land owners in the area to eventually provide access to 79's Street as redevelopment occurs. For questions concerning this comment, please contact David Sheen, MnDOT Metro District Traffic at 651-234-7824. Right -of -Way: A portion of Great Plains Blvd that is adjacent to the property was reverted to the City of Chanhassen with Release No. 1332, dated 11-01-2005. For questions concerning this release, please contact Paul St. John in MnDOT Metro District's Right -of -Way Section at 651-234-7593. Trail along Great Plains Blvd: The walkway/trail along Great Plains Blvd is located within MnDOT right-of-way. Therefore, a MnDOT limited use permit will need to be obtained. For questions concerning the limited use permit, please contact Dan Phelps in MnDOT Metro District's Right -of -Way Section at 651-234-7585. Design: The new section of walkway/trail that will match the TTI 5 walk must meet ADA standards for accessibility. Provide tree protection for existing trees in the TH 5 right of way that may be damaged due to constructing the walk. For questions concerning these comments, please contact Nancy Jacobson, in MnDOT Metro District's Design Section at 651-234-7647. Permit Required. Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at bV://www.dot.state.mn.us/utility/ Please include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: Mn/DOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pd£ version of the plans. Mn/DOT can accept the plans via e-mail at metrodevreviews.dot(a),state.mn.us provided that each separate e- mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: Mn/DOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans can also be submitted to Mn/DOT's External FTP Site. Please send files to: ftp://ftD2.dot.state.mn.us/oub/incoming/MetroWatersEdge/Plannine Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(a),state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7794. Sincerely, Tod Sherman Planning Supervisor Copy sent via E -Mail: Buck Craig, Permits Nancy Jacobson, Design Hailu Shekur, Water Resources Dale Matti, Right -of -Way Paul St. John, Right -of -Way Dan Phelps, Right -of -Way Diane Langenbach, Area Engineer David Sheen, Traffic Sharmeen Al-Jaff, saliaff&i.chanhassen.mn.us Russell Owen, Metropolitan Council CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-23 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 5, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review with variances for a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site). Applicant: NHH Chanhassen Partners, LLC. Owner: Camelot Conv. Quality Fuel & Food. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2013-23 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: saIigffna.ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on October 24, 2013) SCANNED CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on October 24, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Site Plan Review at 7905 Great Plains Boulevard — Planning Case 2013-23 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. �-rXA Karcki J. Eng har t, DeputyJerk Subscribed and sworn to before me thiso'lhday of -Uter 2013. KIM T. MEUWISSEN Notary Pu ''r �;� Notary pablic-Minnesota My Cgnmission Ex7ires Jan 31,2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 7:00 P.M. This hearing may Location: not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH Applicant: NHH Chanhassen Partners LLC Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at Jaff(a2ci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majonty vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their wmplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Stan person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 7:00 P.M. This hearing may not start until later in the evening depending on the order of the agenda. Location: I City Hall Council Chambers 7700 Market Blvd. Ren, ine} fnr 4ife Dhn Rnvinw with vnrinnrvc fnr a 10 ddA AMERICAN LEGION-CHAN POST 580 BAM PROPERTY HOLDINGS LLC BROWN PROPERTIES LLC 290 LAKE DR E 440 79TH ST W PO BOX 474 CHANHASSEN, MN 55317-9364 CHANHASSEN, MN 55317-9530 CHANHASSEN, MN 55317-0474 KHAL ALOUL CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9764 GRACE DEVELOPMENT LLC 250 LAKE DR E CHANHASSEN, MN 55317-9364 MICHAEL A RAMSEY REV TRUST 6362 OXBOW BND CHANHASSEN, MN 55317-9109 ADAM SERAPHINE NHH CHANHASSEN PARTNERS LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 DRF CHANHASSEN MEDICAL BLDG 7101 78TH ST W #100 MINNEAPOLIS, MN 55439-2527 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS, MN 55440-1224 SORENSEN PROPERTIES LLC 12625 58TH ST MAYER, MN 55360-9615 G L B PROPERTIES LLC PO BOX 474 CHANHASSEN, MN 55317-0474 MARIANNE BURGER LLC 5925 WOODLAND CIR MINNETONKA, MN 55345-6440 VALVOLINE INSTANT OIL CHANGE PO BOX 14000 LEXINGTON, KY 40512-4000 CITY OF CHANIIASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on October 29, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of TIME CORRECTION for Public Hearing for Site Plan Review at 7905 Great Plains Boulevard — Planning Case 2013-23 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this �rilay of OGj-djaz r 12013. Notary P KIM T. MEUWISSEN b�Notary Public -Minnesota My commlaslon Expires Jen 31, 2075 Notice of Public Hearing -TIME CORRECTION Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 8:00 D.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH Applicant: NHH Chanhassen Partners, LLC Property 7905 Great Plains Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at salialf(fti.chanhassen.mmus or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation, The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing -TIME CORRECTION Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at :O8 0 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH Applicant: NHH Chanhassen PartnersLLC Property 7905 Great Plains Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: W What Happens Wthe 1. Staff will give an overview of the proposed project. Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the pro6ect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaffCrDci.chanhassen.mn.us or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethinQ to be included in the report, please contact the Planning Staff person named on the notification. AMERICAN LEGION-CHAN POST 580 BAM PROPERTY HOLDINGS LLC BROWN PROPERTIES LLC 290 LAKE DR E 440 79TH ST W PO BOX 474 CHANHASSEN, MN 55317-9364 CHANHASSEN, MN 55317-9530 CHANHASSEN, MN 55317-0474 KHALALOUL CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9764 GRACE DEVELOPMENT LLC 250 LAKE DR E CHANHASSEN, MN 55317-9364 MICHAEL A RAMSEY REV TRUST 6362 OXBOW BND CHANHASSEN, MN 55317-9109 ADAM SERAPHINE NHH CHANHASSEN PARTNERS LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 DRF CHANHASSEN MEDICAL BLDG 7101 78TH ST W #100 MINNEAPOLIS, MN 55439-2527 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS, MN 55440-1224 SORENSEN PROPERTIES LLC 12625 58TH ST MAYER, MN 55360-9615 G L B PROPERTIES LLC PO BOX 474 CHANHASSEN, MN 55317-0474 MARIANNE BURGER LLC 5925 WOODLAND CIR MINNETONKA, MN 55345-6440 VALVOLINE INSTANT OIL CHANGE PO BOX 14000 LEXINGTON, KY 40512-4000 PROPOSED MOTION: "The Chanhassen Planning Commission recommends the City Council approve a Site Plan for the construction of a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site) ; and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Site Plan Approval for the construction of a 10,443 square -foot single -story building. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: 7905 Great Plains Boulevard Northeast of the intersection of Highway 5 and Great Plains Boulevard APPLICANT: NHH Chanhassen Partners, LLC 7455 France Ave S, #351 Edina, MN 55435 Aku, Mr. Adam Seraphine Phone: (612) 716-9052 ad= 2nhhnroperties.com Camelot Conv. Quality Fuel & Food 7905 Great Plains Boulevard Chanhassen, MN 55317 Mr. Khaled Aloul Phone: (651) 343-4995 khalaloul(a)amail.com PRESENT ZONING: Highway and Business Services District (BH) 2030 LAND USE PLAN: Commercial ACREAGE: 1.1344 Acres (49,414.5 square feet) DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting site plan approval to redevelop the Chanhassen BP Gas Station. The existing structure is proposed to be removed and replaced by a 10,443 square -foot retail center. The site is located northeast of the intersection of Highway 5 and Great Plains Boulevard. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 2 of 1'f The site is bordered by a self -serve car wash and Valvoline to the north, Highway 5 to the south, Great Plains Boulevard to the west and Master Collision and Brown's Tire and Auto to the east. Sewer and water are available to the site. Access to the parcel will be gained off of Great Plains Boulevard. The site is zoned Highway Business District. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XVII, Highway and Business Services District Chapter 20, Article )OM, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 3 of 17 BACKGROUND On January 23, 1988 the Chanhassen City Council approved site plan 88-11 to redevelop the site to permit a 1,030 square -foot convenience store, 30 -foot by 101 -foot gas canopy, six gas pumps and a single -bay automatic car wash. Prior to 1988 the site contained an Amoco Standard Station and automatic car wash. Gac Go E C�py pump As all ii a .. ..,� a i• ""`// Site Plan: The site plan request is for the construction of an 11,443 square -foot multi -tenant single level building. This is a permitted use in the Highway Business District. The maximum permitted site coverage is 65 percent. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet ordinance requirements. Sidewalks and trails allow for connections between the subject site and the surrounding buildings and separates pedestrian from vehicular traffic. Access to the site is provided via Great Plains Boulevard. There will not be direct access to Highway 5. Parking is proposed along the northerly portion of the site. It is buffered from views by the building, however; the easterly portion is exposed to views from Highway 5. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 4 of 17 L Proposed building d o Staff recommends the applicant improve the screening through the use of bemung and landscaping. The minimum setback in the BH district is 25 feet from Highway 5 and Great Plains Boulevard. The building meets the required setback; however, the parking lot encroaches into the required setback area. The ordinance states "Parking setbacks along public rights-of- way may be reduced to a minimum of ten feet if the applicant can demonstrate to the satisfaction of the city that 100 percent screening is provided at least five feet above the adjacent parking lot. The intent of this section is that the city is willing to trade a reduced setbackfor additional landscaping that is both an effective screen and of high quality aesthetically. Acceptable screening is to be comprised of berming and landscaping. Screening through the use of fencing is not permitted. The applicant shall revise the plans to comply with ordinance. The trash enclosure is proposed to be located north of the building, in the parking lot and is proposed to be constructed of materials that match the building. It will also be screened from views by the building. The added landscaping and boulevard trees will provide a calming effect to a busy area. The design of the building is attractive and is proposed to be constructed of high-quality materials which include stone, stucco, glass and metal panels. All elevations that can be viewed by the public have received equal attention. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 5 of 17 The building has pronounced entrances, utilizes durable exterior materials, and exhibits articulation. Signs are proposed along the north, south, east and west elevations of the building. The ordinance regulating this development limits signage to two elevations per building. One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. The signage shall be limited to the north and south elevations only. The signs must comply with ordinance. fq rr - low i= r -_ 41. 1- ML — Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan with conditions as outlined in the staff report. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 6 of 17 LIGHTING/SIGNAGE The applicant has not submitted a lighting plan. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. The building is permitted signs on two elevations only. The proposed signs on the east and west elevations must be removed in order for signage to remain consistent with the Sign Ordinance. PARKING The ordinance requires one parking space per 200 square feet for the shopping center. The development uses shared parking. The development must provide 52 parking spaces. The applicant is showing 52 spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has pronounced entrances. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the building but will fit in with the surrounding area. The building will provide a variation in style through the use of stone, stucco, metal and glass. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign criteria in the Business Highway District. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Hei¢ht and Roof Desian The building ranges in height between16.8 and 17.8 feet and a glass corner that extends up to 19 feet. The district limits the height to two stories. The structure is a single level. The rooiline is staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 7 of 17 Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas. etc. The trash enclosure is located along the northern portion of the site. The exterior material must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects Planning Commission Chanhassen Great Plains Center— Planning Case 2013-23 November 5, 2013 Page 8 of 17 of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance and the site plan review requirements with the exception of the area of the parking setbacks. Staff will work with the applicant to bring the plans into compliance. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. ACCESS AND SITE CIRCULATION The proposed development will access Great Plains Boulevard, a public street within a 66 -foot wide platted right-of-way and MnDOT Parcel 209B. Parcel 209B was turned back to the City of Chanhassen in 2005. The sketch below shows the existing site coverage in grey, with the outline of the proposed building in orange and the outline of the proposed parking lot in yellow. The existing access is 50 feet wide. The developer proposes to narrow the access to 26 feet and provide approximately 135 feet between the access and the end of the right turn lane from westbound Highway 5. The developer also proposes to construct a right turn lane into the site. Planning Commission Chanhassen Great Plains Center.— Planning Case 2013-23 November 5, 2013 Page 9 of 17 The developer's traffic engineer provided information regarding the existing and proposed trips to the site. The morning peak traffic was not analyzed because strip retail centers typically do not generate significant morning traffic. The analysis shows that the site currently generates 52 trips/ hour during the weekday afternoon peak. For a "general retail" use, the proposed development would generate 39 trips/hour during the weekday afternoon peak. The traffic report noted that during the afternoon peak the left turn lane for southbound Great Plains Boulevard to eastbound Highway 5 extended past the existing dedicated turn lane for approximately five signal cycles. This is not an issue of significance due to the infrequency of this event and the minimal issues that result from it. The traffic analysis identified the current trip distribution as follows: C I W 79th St r- MI. ( > JaI� Uzi ju& raT�frr„ CO 1 "a; 5 The distribution to and from the site is expected to be the same for the proposed site redevelopment. The actual trip generation will depend on the type of businesses within the building and the square footage of business. Coffee shops are a permitted use in this zoning district. Staff and the applicant have discussed the potential increase the peak morning traffic to and from the site should a coffee shop occupy a space within property. The applicant indicated that a coffee shop is not proposed at this time. The uses to the north of the site include a car wash, an oil change facility and auto body repair shop. Staff anticipates that at some point these properties may be redeveloped into retail. If this redevelopment is proposed it would be prudent to explore cross -access between these sites and the Chanhassen Great Plains development at that time. A traffic study would be required to Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 10 of 17 estimate the impacts on the adjacent roadways, and the access to Great Plains Boulevard may be limited or removed based on the outcome of the study. SITE PLAN The developer proposes to construct two sidewalks within the site. The western sidewalk will extend from the northern property line (adjacent to the car wash exit on the property to the north) within the Great Plains Boulevard right-of-way. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. A second sidewalk is proposed to extend from the northeast comer of the building to the bituminous trail along Highway 5. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. The developer proposes to construct a trash enclosure on the north side of the property, between parking areas. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. UTILIT ES The site is currently served by two, one -inch diameter water services. These water services will be abandoned. A new six-inch diameter private water service is proposed to be installed to serve the proposed building. The service will extend from the existing 10 -inch watermain within Great Plains Boulevard. The new water service must be wet tapped. Contact Gordy Stauff at 952-227- 1166 a minimum three working days before the water service connection. The new water service connection requires cutting into Great Plains Boulevard. A $7,600 security must be submitted to ensure that the street is properly patched. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. The existing sanitary sewer service to the site extends from the 10 -inch trunk sanitary sewer on the north side of the site. The developer intends to utilize this service for the new building. The site improvements require cut over the existing sanitary sewer on the north side of the site. Based on the as -built information available there is more than 10 feet of cover over the sanitary sewer, therefore there will still be adequate cover over the pipe. The sanitary sewer line must be televised before and after construction to ensure that the construction equipment does not damage the sanitary sewer. Before the City signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page I 1 of 17 The existing sanitary sewer manhole in the northeast corner must be reconstructed due to the proposed grade changes in the area. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. The SAC units are determined by the Met Council. The current fees are $6,060/SAC unit for City water, $2,170/SAC unit for City sewer and $2,435/SAC unit for the Met Council SAC fee. GRADING The developer proposes to grade the site to install the proposed improvements. The building pad will be about two feet higher than the existing structures on the property. Before site grading can commence the grading plan must be revised as follows: 1. Label the existing contours. 2. Label the Emergency Overflow (EOF) elevation. 3. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. 4. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). 5. Revise the grading on the northeast corner of the site so that the proposed grades do not exceed 3H:1V. SURFACE WATER MANAGEMENT This parcel is tributary to Rice Marsh Lake and is part of a very large, fully developed and largely commercial, 236.25 -acre watershed. The 40+ acre watershed immediately tributary to the storm conveyance system along Great Plains Boulevard is untreated until it reaches the pond constructed immediately adjacent to Rice Marsh Lake and there exists no rate control within this watershed. Further, there have been known surcharge conditions within the conveyance along Great Plains Boulevard. While Chanhassen does not have specific metrics for water quality goals on redevelopment sites, it is the policy of Chanhassen to implement standards to achieve the goals and policies set forth in the city's surface water management plan in order to preserve, protect and improve the city's surface water resources. In addition to any water quality benefits, rates for the 2 -year, 10 -year and 100 -year return interval storms must not increase at any point where water leaves the site. The submitted Storm Water Management Report looked at the site in aggregate. However, the site has, under existing conditions, five discrete discharge points. Rates at these points shall not increase or th7 must demonstrate that "no adverse downstream effects will result from the proposed system' . Given the existing capacity issues along Great Plains Boulevard, rates must not increase. The proposed storm water management results in an increase under the 10 -year and 100 -year events. The storm sewer system must be designed to accommodate the 10 -year storm event and evaluated for the 100 -year event. The rational method calculations shall be provided to determine that there is ' §19-140 Z §19-143.(b)(2) Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 12 of 17 adequate capacity within the system or that the proposed changes to the site conditions will not exacerbate existing deficiencies. The applicant is proposing to use a rain garden to provide water quality treatment for a portion of the drainage area. This feature will also provide some rate control. The model indicates that just under one-third of the site will be directed to the rain garden. No drainage plan was included with the submittal. A drainage plan is required by city code as well as under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). Currently, Chanhassen design standards are silent on the design and construction of biofiltration features. In the absence of this guidance, the applicant must design the rain water garden based upon the current Minnesota Stormwater Manual which can be found online at the following web address:bgp://stormwater.nca.state.mn.us/index.php/Main Page. All required elements must be incorporated into the design. All highly recommended elements must be incorporated into the design unless the City agrees that not including an element would not interfere with the designed objectives of the rain garden. The plan must include a detailed design for the construction of the biofiltration feature including any necessary soil amendments, depth of drain tile, depth of filtration media, planting plan and schedule, and other elements germane to the construction of this feature. If it is determined that there is a potential for contaminated soil in the area the basin will need to be lined to prevent the leaching of contaminates into the ground water. The applicant will be responsible for performing a Phase 1 Environmental Site Assessment and complying with any recommendations contained therein. EROSION PREVENTION AND SEDIMENT CONTROL The site will exceed one acre in total disturbance and will need to be permitted under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program. A Surface Water Pollution Prevention Plan (SWPPP) was submitted for review as required by Chapter 19 of City Code. This SWPPP must contain all required elements per the NPDES Construction Permit reissued August 1, 2013. The Pollution Control Agency has developed a template for SWPPP design which can be found on their website. This template can be used a checklist to determine that the SWPPP contains all required elements. Because of the high traffic usage of Great Plains Boulevard, it will be important to prevent dirt from tracking onto Great Plains Boulevard rather than to react after the fact and clean it up. Therefore, the rock construction entrance should be extended from the saw cut location into the site. Any materials tracked onto the street will need to be swept at least daily. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 13 of 17 In order to assure that the biofiltration functions optimally, it will need to be protected from all construction -related activities as defined in the NPDES Construction Permit as well the stockpiling of materials and other construction traffic until it is to be constructed. The biofiltration feature shall not be constructed until after the site is substantially stabilized and the base course has been installed within the parking lot. The erosion control plan should be changed to indicate how this area will be protected prior to construction as well as what best management practices will be installed to protect the feature after construction. The inlet should be occluded until the biofiltration feature is ready to accept drainage. LANDSCAPING Minimum requirements for landscaping at Chanhassen Great Plains Center include 1,820 square feet of landscaped area around the parking lot, two landscape islands or peninsulas, and seven trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. TReauired Proposed Vehicular use landscape area 1,820 sq. ft. >1,820 sq. ft. Trees/parking lot 7 trees 7 trees Islands or peninsulas/arkin lot 2 islands/peninsulas 1 islands/peninsulas The applicant does not meet minimum requirements for landscape peninsulas in the parking lot area. An additional peninsula shall be included in the west end of the parking lot. Parking must also be screened on the south side along Highway 5. The applicant will be required to add shrubs with a minimum mature height of three feet along the south parking lot perimeter. The applicant shall also include evergreens in the eastern comer of the property. Bufferyards are required along Highway 5 and the north property line. The north property is installed at 75% of the total required, as directed by ordinance. Bufferyard requirements: Required plantings Proposed plantings Bufferyard A — north prop. line, 335' 2 Overstory trees 3 Overstory trees 4 Understory trees 5 Understory trees 6 Shrubs 12 Shrubs Bufferyard B — south prop. Line, 420' 4 Overstory trees 2 Overstory trees 8 Understory trees 2 Understory trees 16 Shrubs I0 Shrubs Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 14 of 17 COMPLIANCE TABLE • The plan shall be revised to re&u hard surface coverage m the sne to meet ordwm req¢vcmats nor to exceed 65% •• The applicant must work with steffto add additional landscaping and screen the parking in order to maintain lest than 25 foot setback. RECOMMENDATION Staff recommends adoption of the following motion: "The Planning Commission recommends the City Council approve the site'plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern comer of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Ordinance Requirements Subject Site Lot Area 20,000 square feet 49,414.5 feet Frontage 100' S: 455.72' W: 163.84' Depth 150' approx:335.35' Lot Coverale 65% 67.2%* Building Height Ordinance Requirements Subject Site Principal two-story one-story: 19'10" Building Setbacks Ordinance Requirements Subject Site West Front yard 25' 27 South Front yard 25' 31' Side yard 10' 210 Parking Requirements Ordinance Requirements Subject Site Stalls 1:200 (Retail) 10,443 feet /200 = 52 stalls 52 stalls South Front yard 10'w/ screening, 25' without 10' with Screening ** • The plan shall be revised to re&u hard surface coverage m the sne to meet ordwm req¢vcmats nor to exceed 65% •• The applicant must work with steffto add additional landscaping and screen the parking in order to maintain lest than 25 foot setback. RECOMMENDATION Staff recommends adoption of the following motion: "The Planning Commission recommends the City Council approve the site'plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern comer of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 15 of 17 Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system (MIN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground, fuel storage tanks removal requirements). 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. An additional on-site fire hydrant will be required. Location to be on the north/west corner of the building. If necessary contact Fire Marshal for exact location. 2. Yellow painted curbing will be required. Areas include but not limited to are the curbing north of the building. Contact Fire Marshal for exact location. Also " No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: 1. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 16 of 17 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast corner must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. c. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). a. Revise the grading on the northeast corner of the site so that the proposed grades do not exceed 3H:1 V. 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SV,/TPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released Planning Commission Chanhassen Great Plains Center — Planning Case 2013-23 November 5, 2013 Page 17 of 17 once a minimum of 75% of the site has been permanently stabilized and the sediment control BMPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps area planned to restore the functionality of the biofiltration feature. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of berming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Reduced Copy of Plans dated "Received October 4, 2013". 4. Letter from MnDOT dated October 23, 2013. 5. Public Hearing Notice and Affidavit of Mailing. 6. Affidavit of Mailing of Public Hearing Time Correction. g:1p1m\2013 planing ca \2013-23 chanhassm peat plains cmt&staff report.dm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION CON II Application of NHH Chanhassen Partners, LLC for approval of a Site Plan, Planning Case #2013-23, for the construction of an 10,443 square -foot single -story building, on property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard. On November 5, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of NHH Chanhassen Partners, LLC for site plan approval for a single -level multi -tenant building on property located at 7905 Great Plains Boulevard. The Planning Commission conducted a public hearing on the proposed Site Plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services (BH). 2. The property is guided as Commercial by the 2030 Land Use Plan. 3. The legal description of the property is described as shown in Exhibit A. 4. In evaluating a Site Plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city s development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of significant views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance and the site plan review requirements with the exception of the area of the parking setbacks. Staff will work with the applicant to bring the plans into compliance. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. The proposed site plan is consistent with all plans and specifications and development design standards for the BH District. RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan, Planning Case #2013-23, for an 10,443 square -foot single -story multi -tenant building on property located at 7905 Great Plains Boulevard, and zoned Highway and Business Services (BH) District. ADOPTED by the Chanhassen Planning Commission this 5th day of November 2013. Cy./:\►1:/�.`f.9�1`►i77I:\�1►11►CKK�]�lu I f.`ly(a)►1 BY: Its Chairman EXHIBIT A Property Description: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA.. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NEI/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW114 OF NE1/4). SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE114) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO.5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY N0.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO, 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NEI/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: NHH CHANHASSEN PARTNERS, LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 Contact: ADAM SERAPHINE Phone: 612.716.9052 Fax: Email: -dam@nhhproperties.com Planning Case No. '9-01 3— '). :� vroperry uwner Name ana Aaaress: CAMELOT CONV QUALITY FUEL & FOOD 7905 GREAT PLAINS BLVD Phone: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Nonconforming Use Permit Planned Unit Development* Rezoning Sign Permits Boo +Clox too )= K (CMe+ Site Plan Review (SPR)*� Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign 200 (City to install and remove) X Es w for Filing Fees/Attomey Cost'" -amUP/SPR/VACNARANAP/Metes & Bounds $450 Minor SUB ?D C4A 3 39 TOTAL FEE An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. ?1 rcJtou Lq iu.vo�ce4 41-7111 11 S b0-2 less l io m 111-50°=Owea *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tiff) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: CHANHASSEN GlAiFEYWW G LOCATION: 7905 Great Plains Blvd re*4 oratxS LEGAL DESCRIPTION AND PID: PID: 250132000, Legal Description on Attached sheet. TOTAL ACREAGE: 1.13 Acres (41,414.5 Square Feet) WETLANDS PRESENT: YES x NO PRESENT ZONING: BH Highway and Business Services District REQUESTED ZONING: SH PRESENT LAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: Commercial REASON FOR REQUEST: The to redevelop the site from an square foot single level retail station to an FOR SITE PLAN REVIEW: Include number of existing employees: 3 and new employees: 30 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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Yee � ; \� �d'i\• Ef ep �� aa ggpie e 3 Ofill Hi1 a e a 4 IL rJ J® @ 9Y ¢�i3g36i ReY[ yB �R3Q Q �$ j@p 8 pQ4e sg Q�e�e9e� j g ■pYa k'gig, E YaL 8@ l RC E1 A111i3 gec4 1a 9 11S ie 6 : _ _ _ a 4 a a E y 4 R ye �UmiiaoY)-- I Gil,tj p g ac EtlBa� 3+�i @ 9e $2 _.— __.__—._.__ e p ifit 8 r 5e e a 0 ui Z Z U "Eg +Minnesota Department of Transportation Metropolitan District (4(Q/ Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 October 23, 2013 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 SUBJECT: Chanhassen Gateway MnDOT Review # S13-063 RECEIVED OCT 2 5 2013 CIN OF CHANHASSEN Northeast Comer of Great PlainsBoulevard and TH 5 Chanhassen, Carver County Control Section 1010 Dear Ms. Al -Jaffa Thank you for the opportunity to review the revised site plan for the proposed Chanhassen Gateway. MnDOT has reviewed the plans and has the following comments: Traffic: The right turn lane is an improvement, but there will still be vehicles weaving across each other near the intersection of TH 5 and Great Plains Blvd. Motorists traveling north on Great Plains Blvd or motorists that are turning left from eastbound TH 5 may have to weave with vehicles turning right from westbound TH 5 to access the new development. MnDOT understands that the access identified in the site plan is the most logical available for this redevelopment. We do though recommend that the city work with land owners in the area to eventually provide access to 79th Street as redevelopment occurs. For questions concerning this comment, please contact David Sheen, MnDOT Metro District Traffic at 651-234-7824. Right -of -Way: A portion of Great Plains Blvd that is adjacent to the property was reverted to the City of Chanhassen with Release No. 1332, dated 11-01-2005. For questions concerning this release, please contact Paul St. John in MnDOT Metro District's Right -of -Way Section at 651-234-7593. Trail along Great Plains Blvd: The walkway/trail along Great Plains Blvd is located within MnDOT right-of-way. Therefore, a MnDOT limited use permit will need to be obtained. For questions concerning the limited use permit, please contact Dan Phelps in MnDOT Metro District's Right -of -Way Section at 651-234-7585. Design: The new section of walkway/trail that will match the TH 5 walk must meet ADA standards for accessibility. Provide tree protection for existing trees in the TH 5 right of way that may be damaged due to constructing the walk. For questions concerning these comments, please contact Nancy Jacobson, in MnDOT Metro District's Design Section at 651-234-7647. Permit Required. Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at htlp://www.dot.state.mn.ustutility/ Please include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: Mn/DOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf, version of the plans. Mn/DOT can accept the plans via e-mail at metrodevreviews.dotQstate.mn.us provided that each separate e- mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: Mn/DOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans can also be submitted to Mn/DOT's External FTP Site. Please send files to: ftv://ftp2.dot.state.mn.ggpub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(a)state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7794. Sincerely, Tod Sherman Planning Supervisor Copy sent via E -Mail: Buck Craig, Permits Nancy Jacobson, Design Hailu Shekur, Water Resources Dale Matti, Right -of -Way Paul St. John, Right -of -Way Dan Phelps, Right -of -Way Diane Langenbach, Area Engineer David Sheen, Traffic Sharmeen Al-Jaff, saljaff(&ci.chanhassen.mn.us Russell Owen, Metropolitan Council CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-23 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 5, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review with variances for a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site). Applicant: NHH Chanhassen Partners, LLC. Owner: Camelot Conv. Quality Fuel & Food. A plan showing the location of the proposal is available for public review on the City's web site at www.ei.chanhassen.mn.us/2013-23 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: saljaffna.ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on October 24, 2013) SCANNED CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on October 24, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Site Plan Review at 7905 Great Plains Boulevard — Planning Case 2013-23 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. kanxi J. Eng tar t, Deputy lerk Subscribed and sworn to before me this,214'hday of C)c- ob ar 2013. ""• G Notary Pu c KIM T. MEUWISSEN �_ 0. _;r Notary public -Minnesota Canmasbn Tres Jan 31.2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 7:00 P.M. This hearing may not start until later in the evenin de ndin on the order of thea enda. Location: Ci Hall Council Chambers 7700 Market Blvd. n Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Hi hwa and Business Services District BHNHH Applicant: Chanhassen Partners LLC Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the W What Happens Wthe public hearing through the following steps: W What Happens Wthe 1. Staff will give an overview of the proposed project. at Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(cDci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota Stale Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any Person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonmepres rotative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be induced in the report to the City Council. If you wish to have something to be included In the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 7:00 P.M. This hearing May not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH Applicant: NHH Chanhassen Partners, LLC Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the W What Happens Wthe public hearing through the following steps: 1. Staff will give an overview of the proposed project. at Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at Saliaff(cDci.chanhassen.mn.us or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to mmmerciavindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, lease contact the Planning Stag pemon named on the notification. AMERICAN LEGION-CHAN POST 580 BAM PROPERTY HOLDINGS LLC BROWN PROPERTIES LLC 290 LAKE DR E 440 79TH ST W PO BOX 474 CHANHASSEN, MN 55317-9364 CHANHASSEN, MN 55317-9530 CHANHASSEN, MN 55317-0474 KHALALOUL CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9764 GRACE DEVELOPMENT LLC 250 LAKE DR E CHANHASSEN, MN 55317-9364 MICHAEL A RAMSEY REV TRUST 6362 OXBOW BND CHANHASSEN, MN 55317-9109 ADAM SERAPHINE NHH CHANHASSEN PARTNERS LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 DRF CHANHASSEN MEDICAL BLDG 7101 78TH ST W #100 MINNEAPOLIS, MN 55439-2527 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS, MN 55440-1224 SORENSEN PROPERTIES LLC 12625 58TH ST MAYER, MN 55360-9615 G L B PROPERTIES LLC PO BOX 474 CHANHASSEN, MN 55317-0474 MARIANNE BURGER LLC 5925 WOODLAND CIR MINNETONKA, MN 55345-6440 VALVOLINE INSTANT OIL CHANGE PO BOX 14000 LEXINGTON, KY 40512-4000 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on October 29, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of TIME CORRECTION for Public Hearing for Site Plan Review at 7905 Great Plains Boulevard — Planning Case 2013-23 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kare) J. En epi6�herk Subscribed and sworn to before me this m1ehay ofOG4-d6ra— 12013. 1 )t A Notary P Illi¢ KIM T. MEUWISSEN Notary Pubho-Minnesota MY C Mlubn F)orae Jen 31,2015 Notice of Public Hearing -TIME CORRECTION Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 8:00 D.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH zoned Highway and Business Services District BH Applicant: NHH Chanhassen Partners, LLC Property 7905 Great Plains Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses 4. Public hearing is closed and the Commission discusses the project. the project. If you want to see the plans before the meeting, please visit If you want to see the plans before the meeting, please visit the City's projects web page at: the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saliaff()ci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the staff report for this item will be available online on the project web site listed above the Thursday prior to the project web site listed above the Thursday prior to the Planning Commission meeting. Planning Commission meeting. City Rsvlew Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing, Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethina to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing -TIME CORRECTION Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 5, 2013, 2013 at 8:00 D.m. This hearing may not start until later in the evening,depending on the order of thea enda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan Review with variances for a 10,443 Proposal: square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District BH Applicant: NHH Chanhassen Partners, LLC Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-23. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at sahaff(Dci.chanhassen.mmus or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. Cay ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will Gose the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to mmmerciaeindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to hlrve something to be included In thereortplease contact the Planning Stag person named on the notification. AMERICAN LEGION-CHAN POST 580 BAM PROPERTY HOLDINGS LLC BROWN PROPERTIES LLC 290 LAKE DR E 440 79TH ST W PO BOX 474 CHANHASSEN, MN 55317-9364 CHANHASSEN, MN 55317-9530 CHANHASSEN, MN 55317-0474 KHALALOUL CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9764 GRACE DEVELOPMENT LLC 250 LAKE DR E CHANHASSEN, MN 55317-9364 MICHAEL A RAMSEY REV TRUST 6362 OXBOW BND CHANHASSEN, MN 55317-9109 ADAM SERAPHINE NHH CHANHASSEN PARTNERS LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 DRF CHANHASSEN MEDICAL BLDG 7101 78TH ST W #100 MINNEAPOLIS, MN 55439-2527 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS, MN 55440-1224 SORENSEN PROPERTIES LLC 12625 58TH ST MAYER, MN 55360-9615 G L B PROPERTIES LLC PO BOX 474 CHANHASSEN, MN 55317-0474 MARIANNE BURGER LLC 5925 WOODLAND CIR MINNETONKA, MN 55345-6440 VALVOLINE INSTANT OIL CHANGE PO BOX 14000 LEXINGTON, KY 40512-4000 DJR ARCHITECTURE, INC. 38938 j I i( L IUD 5 ESTOPPEL LETTER FOR DEVELOPMENT AGREEMENT NHH Chanhassen Partners, LLC 7455 France Ave S, #351 Edina, MN 55435 Attn:Mr. Adam Seraphine (`Borrower") Commercial Banking Community Bank Corporation 455 Pond Promenade, Chanhassen, MN 55317 Attn: Mr. Derek S. Naill, Vice President ("Lender") Commercial Partners Title, LLC Commercial Closing & Underwriting Counsel 200 South Sixth Street, Suite 1300 Minneapolis, MN 55402 Attn: Ms. Kristin Haskell ("Title Company") Re: Estoppel Letter for Site Plan Agreement (Developer Installed Improvements), Chanhassen Great Plains Center - Planning Case 2013-23, Chanhassen, Minnesota Ladies and Gentlemen: NHH Chanhassen Partners, LLC., a Minnesota Limited Liability Company ("Borrower"), seeks to enter into a Credit Agreement with Community Bank Corporation, a Minnesota state banking corporation ("Lender"), located in Chanhassen, Carver County, Minnesota (the "Property"). The undersigned, the City of Chanhassen, a Minnesota municipal corporation (the "City") acknowledges that Borrower, and Lender, as well as the Title Company listed above, shall rely on information in this Estoppel Letter. As of the below -referenced date, the undersigned hereby certifies the following to Lender, Borrower, and Title Company: 1. Borrower, NHH Chanhassen Partners, LLC, a Minnesota Limited Liability Company, and the City entered into that certain "Site Plan Agreement," dated November 25, 2013 and recorded June 24, 2014, as Document No. A595645. Doc# 2125722\4 2. The Site Plan Permit is in full force and effect and has not been assigned, amended, modified, supplemented or superseded except as noted above. All public improvements required to be installed by Borrower and/or its predecessor(s) in interest associated with the project are under construction as of the date of this Estoppel Letter;. 3. To the best knowledge of the City, no event has occurred which, with the giving of notice or the passage of time or both, would result in a default by Borrower's predecessor(s) in interest, Borrower itself, or any other party under the Site Plan Agreement. 4. This Estoppel Certificate may be relied upon by the Borrower, Lender, and Title Company, and their respective successors and assigns. DECLARANT: CITY OF CHANHASSEN, a municipality organized under the laws of the State of Minneso ®- By. Name: �c1 c✓1 Arck Its: Date: 0C �- ZOi 2014 2 Doc# 2125772\4 CAMPBELL KNUTSON Prolessional Association A" VPI August 28, 2014 Mr. Steve Lenz City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, Minnesota 55317 Re: Encroachment Agreement Dear Steve: Enclosed herewith for your file is the original recorded Encroachment Agreement between the City and NHH Chanhassen Partners LLC. Please note that this Encroachment Agreement was recorded with the Carver County Recorder on June 24, 2014, as Abstract Document No. A 595646. If you have any questions regarding the above, please give me a call. cjh Enclosure cc: 1773800 Ms. Sharmeen Al-Jaff Very truly yours, CAMPBELL KNUTSON Professional Association By: Carole J. Hoeft V Legal Assistant SCANNED Document No. OFFICE OF T. 1E A 595646 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on June 24, 2014 1:09 PM Fee: $46.00 595646 II I I III Ilil VIII III LundgrenMark County Recorder (reserved (or recording infomation) ENCROACHMENT AGREEMENT AGREEMENT made this _�lday of 7S,-,ZrL 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City'), and NHH CHANHASSEN PARTNERS LLC, a Minnesota limited liability company, ("NHH'' or "Owner'). BACKGROUND. NHH is the fee owner of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel ID No. 25.0132000 That part of the Northwest Quarter of the Northeast Quarter of Section Thirteen, Township One Hundred Sixteen North, Range Twenty-three West, of the Fifth Principal Meridian, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest Quarter of the Northeast Quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said Quarter, thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said Quarter to Point 1335, as shown on Minnesota Department of Transportation Right of Way Plat No. 10-4, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said Quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point on the Northerly right of way line of State Trunk Highway No. 5; thence South 59 175410 1 I degrees 02 minutes 31 seconds West 354.52 feet along the Northerly right of way line of State Trunk Highway No. 5 to Point 133, as shown on Minnesota Department of Transportation Right of Way Plat No. 10-4; thence South along the Northerly line of Parcel 209B of Minnesota Department of Transportation right of Way Plat No. 10-4 to Point B2, as shown on Minnesota Department of Transportation Right of Way Plat No. 10-4; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to Point Bl, as shown on Minnesota Department of Transportation right of Way Plat No. 10-4; thence Northerly along the Easterly line of Parcel 209B of Minnesota Department of Transportation Right of Way Plat No. 10-4 to the point of beginning. (Abstract Property) having a street address of 7905 Great Plains Boulevard, Chanhassen, Minnesota ("Subject Property'). The City owns easements for drainage and utility purposes over portions of the Subject Property. NHH wants to construct a sidewalk, parking lots and a retaining wall on the Subject Property which will encroach on the City's easement areas as depicted on the attached survey sketch. 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its easement areas on the Subject Property for the construction the sidewalk, parking lots and retaining wall upon the condition that the City shall have no responsibility to maintain the sidewalk, parking lots or retaining wall located within the City's easements. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the City's easement areas, NHH for itself, its successors and assigns, hereby agrees to indemnify and hold the City harmless from any damage caused to the Subject Property, including the sidewalk, parking lots and retaining wall in the City s easement areas, caused in whole or in part by the encroachment into the City's easement areas. 4. TERMINATION OF AGREEMENT. The City may, at its sole discretion, terminate this Agreement at any time by giving the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an 175410 emergency condition as determined solely by the City and the Agreement may then be terminated immediately. The property owner shall remove that portion of the sidewalk, parking lots and retaining wall to the extent they impact the easement area to the effective date of the termination of this Agreement If the owner fails to do so, the City may remove the sidewalk, parking lots and retaining wall to the extent they impact the easement area and charge the cost of removal back to the owner for reimbursement 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. [Remainder of Page Intentionally Left Blank] 175410 CITY OF CHANHASSEN BY: (SEAL) Ts A. Furlong, Mayor AND--- ' eAf odd Gerhardt, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /&I day of 2014, by Thomas A. Furlong and by Todd Gerhardt, respectively the r and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of4he corporation and pursuant to the authority ted b(� i City Council GGLLCvv' , G�C�G't�GC�LG�-+i Nofaryfthlic r 175410 PROPERTY NHH Chanha Adam Seraphine, Chief Manager STATE OF MINNESOTA ) 1 )as.COUNTY OF t1 Qi1Yt2 r ) The foregoing instr mient was acknowledged before me this �3 day of _A l kV 2014, by Adam Seraphine, Chief Manager of NHH Chanhassen PartnersI L�, a Minnesota limited liability company, on behalf of said company. ( 1 PUBLIC JOAN vols Noun P ft mdVesou MtCam®m 6�is JnN31.'7015 DRAFTED BY.• CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: 651.452-5000 AMP/cjh 175410 ------------------------------ +IIG14 AY- P7iFa aq[ $ GREAT PLAINS B LE�— (jD j$ [Y �R• 11 lip oil q 11 ;T 6e a ina'a plip 41 Igil'i jX1111@ 91 Im JL ` pig A• iEIWC Jig Mill S a 6 334 tillMil Illi1111 91 a t % �g °a F it CHANHASSEN GREAT PLAINS CENTER i v 1 Da nosma>,r nFra xw.cuia4ssax.wmn � ee NHH CHANHASSEN PARTNERS, LLC � � �� iil'�- v'e cFueLoroaxvExx:xceaauwrr �Lar000 11 °fD r CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-23 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated November 25, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and NHH Realty & Financial, LLC., a Company under the laws of the State of Minnesota (the "Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 10,443 square -foot multi -tenant building (Chanhassen Great Plains Center), Planning Case 2013-23 (referred to in this Site Plan Agreement as the "Project"). The land is legally described in the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (A000) Cover Sheet dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan B: (Al 00) Floor Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan C: (A200) Exterior Elevations dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan D: (A210) Exterior Perspectives dated Received October 4; 2013, prepared by DJR Architecture Inc. Plan E: (1 of 1) Alta Survey dated Received October 4, 2013, prepared by Kess &Associates, Inc. Plan F: (C1.0) Removals Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan G: (C2.0) Site Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. SP -1 sc, _o Plan H: (C3.0) Grading Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan I: (C4.0) Utility Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan J: (C5.0) SWPPP dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan K: (C5.1) SWPPP dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan L: (C6.0) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan M: (C6.1) Details City dated Received October 4, 2013, prepared by DJR Architecture hic. and CivilSite Group. Plan N: (C62) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan O: (C7.0) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. - Plan P: Comer Perspective dated Received October 4, 2013, prepared by DJR Architecture Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2016. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $52,085. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, grading, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Adam Seraphine NHH Realty & Financial, LLC 7455 France Ave S, #351 Edina, MN 55435 Phone: 612-616-5801/Email: adam@nhhproperties.com SP -2 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On November 25, 2013, the City Council adopted the following motion: "Me City Council approves the site plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern comer of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground fuel storage tanks removal requirements). The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: An additional on-site fire hydrant will be required. Location to be on the north/west comer of the building. If necessary contact Fire Marshal for exact location. SP -3 2. Yellow painted curbing will be required. Areas include, but are not limited to, the curbing north of the building. Contact Fire Marshal for exact location. Also "No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. En ig neerin¢ Conditions: 1. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right tum lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not he within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will He within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work_ This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast corner must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. C. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). e. Revise the grading on the northeast comer of the site so that the proposed grades do not exceed 3H: IV. SP -4 Id 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released once a minimum of 75% of the site has been permanently stabilized and the sediment control BNIPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps are planned to restore the functionality of the biofiltration feature. Planniniz Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of becoming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SP -5 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic.,, 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" andincorporated herein. CITY OF CHANHASSEN Paw (SEAL) STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of 2014, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SP -6 DEVELOPER: NationalHomeHelpers.com Inc. d/b/a NHH Realty & Financial BY: Adam Seraphim Its Chief Executive Officer STATE OF MINNESOTA ) 1'- ) ss COUNTY OF 1-Ki1T) The foregoing instrument was acknowledged before me this 3�day of �.tG' V 2014, by Adam Seraphine, the Chief .Executive Officer of NationalflomeHelpers.com Inc., a Minnesota corporation, on behalf of said corporation, d/b/a NHH Realty &fk=cial. PUBLIC JOAN POSS NW" P eoc Mvrrot� My Camlemn 6ais Inry 37,70iS lWyalwymoi3'i City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP -7 176672YI FEE OWNER CONSENT NHH Chanhassen Partners LLC, a Minnesota limited liability company, owner of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this &--ay of , 2014 NHH Chanhassen Partners LL By. Adam Se ' e, STATE OF MINNESOTA ) )ss . COUNTY OF 4firu I 0 ) The foregoing instrument was acknowledged before me this 7 day of UJ 2014, by Adam Seraphine, Chief Manager of NHH Chanhassen Partners LLC, a Minnesota limited liability company, on behalf of said company. ARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. 0. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -8 176672VI MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Commercial Partners Exchange Company LLC, a Minnesota limited liability company, which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this a3'day of 7`A -)Q '2014. COMMERCIAL PARTNERS EXCHANGE COMPANY LLC By: 4 I nJ� f ✓l{ �t� Its: �;q rrs; 4.4 STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this D54ay of 2014, by MCAI(M L. OZ;tVKo(1 the V�( 4 (+e&)AM4 of Commercial Partners Exchange Company LLC, a Minnesota limited liability company, on behalf of said company, KRISTIN MARIE HWLL NOTARYPl"-W#MA uYc01AWmwwOV w DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-11 1766720 �m NOTARY PUBLIC SP -9 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this Z 33 day of J . ✓��C 2 14. STATE OF MINNESOTA ) ) ss COUNTY OF tarvef ) The 2014, by rd instrument was acknowledged before me this o`l3' day of 3t.. -n Q. PAMELA LYNN KAANZLER NdVM PWW-Mw&riou My WmWson+ EVku Jm. 31. X15 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -9 NOTARY PUBLIC CITY OF CHANHASSEN SITE PLAN AGREEMENT EXiiIB1T "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan H shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is frill compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC -4 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. . The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, Subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC -4 F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recordine. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or inequity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are fust provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances. and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property s development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. GC -4 M. Proof of Title. Upon request, the Developer shall fiunisb the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer firrther agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -4 EXIIIBIT A 7905 GREAT PLAINS BOULEVARD •. • T w _ ' THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NWI/4 OF NEI/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.65) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET: THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO- 101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. (resenrd jor remrda� Liformatfar ) ENCROACHMENT AGREEMENT AGREEMENT made this day of 7,��t r , , 2014, by and between the L'ITY OF CHANHASSEN, a Minnesota municipal corporation ("City), and NHH CHANHASSEN PARTNERS LLC, a Minnesota limited liability company, ('N H" or "Owner"j. 1. BACKGROUND. NHH is the fee owner of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel M No. 25.0132000 That part of the Northwest Quarter of the Northeast Quarter of Section Thirteen, Township One Hundred Sixteen North, Range Twenty-three West, of the Fifth Principal Meridian, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of the Northeast Quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said Quarter, thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said Quarter to Point B35, as shown on Minnesota Department of Transportation Right of Way Plat No. 104, and the point of beginning, thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly tine of said Quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point on the Northerly right of way line of State Trunk Highway No. 5; thence South 59 175410 degrees 02 minutes 31 seconds West 354.52 feet along the Northerly right of way line of State Trunk Highway No. 5 to Point 133, as shown on Minnesota Department of Transportation Right of Way Plat No. 10.4; thence South along the Northerly line of Parcel 209E of Minnesota Department of Transportation right of Way Plat No. 10-4 to Point B2, as shown on Minnesota Department of Transportation Right of Way Plat No. 10-4; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to Point Bl, as shown on Minnesota Department of Transportation right of Way Plat No. 1011; thence Northerly along the Easterly line of Parcel 209B of Minnesota Department of Transportation Right of Way Plat No. 10.4 to the point of beginning. (Abstract Property) having a street address of 7905 (treat Plains Boulevard, Chanhassen, Minnesota (',Subject ProperVI The City owns easements for drainage and utility purposes over portions of the Subject Property. NHH wants to construct a sidewalk, parking lots and a retaining wall on the Subject Property which will encroach on the City's easement areas as depicted on the attached survey sketch. 2. ENCROACHMEN7T AUTHORIZATION. The City hereby approves the encroachment in its easement areas on the Subject Property for the constriction the sidewak pig lots and retaining wall upon the condition that the City shall have no responsibility to maintain the sidewalk, parking lots or retaining wall located within the City's easements. 3. HOLD HARMLESS AND INDEMNrIY. In consideration of being allowed to encroach in the Ctrs easement areas, NHH for itself; its successors and assigns, hereby agrees to indemnify and hold the City harmless fivm any damage caused to the Subject Property, including the sidewalk, parking lots and retaining wall in the City's easement areas, caused in whole or in part by the encroachment into the City's easement arras. 4. TERMINATION OR AGREEMENT. The City may, at its sole discretion, terminate this Agroemew at any time by giving the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an 175410 emergency condition as determined solely by the City and the Agreement may then be terminated immediately. The property owner shall remove that portion of the sidewalk, parking lots and retaining wall to the extent they impact the easement area to the effective date of the termination of this Agreement If the owner fails to do so, the City may remove the sidewalk, Parking lots and retaining wall to the extent they impact the easement area and charge the cost of removal back to the owner for reimbursement. 5. RECORDING. This Agreement shall rum with the land and shall be recorded against the title to the Subject Property. (Remainder of Page /ndmdonally LgR Blank] 175410 CITY OF CAANHACSEN BY: is t-� (SEAL) TyoMps A. Furlong, Mayor ANDv ` 4 J� odd Gerhardt, City Manager STATE OF MINNESOTA ) )as. COUNTY OF CARVER ) The foregoing instnrment was acknowledged before me this /S*41 day of 2014, by Thomas A. Furlong and by Todd Gerhardt, respectively the or and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf o e corporation and pursuant to the authority grapted. by* City Council 175410 PROPERTY O NHH Chanhass Adam Seraphine, Chief Manager STATE OF MINNESOTA ) ,1)ss . COUNTY OF e0re r ) "" '' The foregoing instrument was acknowledged before me this � day of .dLli�t'/ 2014, by Adam Seraphine, Chief Manager of NIRS Chanhassen PartnersLTa Minnesota limited liability company, on behalf of said company. PUBLIC .yaw POSs MNotry.ou w�bw ftM ne/3t.10ro DRAFTED By.- CAMPBELL KNUTSON Profession ai Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: 651-452-5000 AMP/cjh 175410 f J \t-.-.._�_� MY X [j 111 a �� —�' iE-'iRllNlE-FI#Gkl AY- Ia.^ I ewgy` 3 0 l' GREAT PUINS 8 i 1 t t "jar r 11 if i E r � I r fill `s i, xx ii,"��'� i�€i fill I WIA Krri a� �9 dq iE illi r . is r F, r � <<^9y ISL M firm" ofr 99 \ Ilk;( \ \ \ \\ Pip I r y/ C Y � \ ' I CHANHASSEN GREAT PLAINS CENTER _;: l NHN CHANHASSEN PARTNERS, LLC �/v ,iE r+/• Meuwissen, Kim From: AI-Jaff, Sharmeen Sent: Friday, May 30, 2014 5:37 PM To: 'Carole Hoeft' Cc: Meuwissen, Kim; Aanenson, Kate Subject: FW: 7905 Title Commitment Hello Carole, I just received the link below to the title commitment we've been waiting for addressing the NHH Realty & Financial, LLC (Chanhassen Great Plains Center). I hope this will answer your questions and allow you to move forward with the recording. Sincerely, Sharmeen Al-Jaff Senior Planner 952.227.1134 From: Adam Seraphine [mailto:adam@nhhproperties.comj Sent: Friday, May 30, 2014 4:22 PM To: AI-Jaff, Sharmeen; Sheldon Berg Subject: 7905 Title Commitment Hi, Here's a link to a file in my Dropbox: hnns•//www dronbox comislzwncithlds6inryl7905%20Great%20PIains%20-%2038242%20Commitment ndf ADAM SERAPHINE 317 2nd Ave S :: Suite 800 :: Minneapolis, MN :: 55401 PH 612.616.5801 :: FX 952.400.5611 Office at theIWILLIAM MCGEE BUILDING :: new Executive Suites and Collaborative Office Space in Downtown Minneapolis :: Call 612.225.1250 for more info CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 3/14/14 2013-23 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 11/25/13 13-23 Site Plan Agreement 2013-23 for Chanhassen Great Plains Center ❑ FORBIDS DUE THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO: ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints if enclosures are not as noted, kindly notify us at once. 3CANNF_r' CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-23 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated November 25, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and NHH Realty & Financial, LLC., a Company under the laws of the State of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 10,443 square -foot multi -tenant building (Chanhassen Great Plains Center), Planning Case 2013-23 (referred to in this Site Plan Agreement as the 'Project"). The land is legally described in the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (A000) Cover Sheet dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan B: (A100) Floor Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan C: (A200) Exterior Elevations dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan D: (A210) Exterior Perspectives dated Received October 4, 2013, prepared by DJR Architecture Inc. Plan E: (I of 1) Alta Survey dated Received October 4, 2013, prepared by Kess &Associates, Inc. Plan F: (C1.0) Removals Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan G: (C2.0) Site Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. SPA Plan H: (C3.0) Grading Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan I: (C4.0) Utility Plan dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan J: (C5.0) SWPPP dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan K: (C5.1) SWPPP dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan L: (C6.0) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. Plan M: (C6.1) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. PlanN: (C62) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. PlanO: (C7.0) Details City dated Received October 4, 2013, prepared by DJR Architecture Inc. and CivilSite Group. PlanP: Comer Perspective dated Received October 4, 2013, prepared by DJR Architecture Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2016. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $52,085. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, grading, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Adam Seraphine NHH Realty & Financial, LLC 7455 France Ave S, #351 Edina, MN 55435 Phone: 612-616-5801/Email: adam@nhhproperties.com SP -2 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On November 25, 2013, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern corner of the property. 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Building Official Conditions: The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPGA regarding underground fuel storage tanks removal requirements). The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fre Marshal Conditions: An additional on-site fire hydrant will be required. Location to be on the north/west corner of the building. If necessary contact Fire Marshal for exact location. PURI 2. Yellow painted curbing will be required. Areas include, but are not limited to, the curbing north of the building. Contact Fire Marshal for exact location. Also "No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right turn lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast corner must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. C. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). e. Revise the grading on the northeast comer of the site so that the proposed grades do not exceed 311: IV. SP -4 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released once a minimum of 75% of the site has been permanently stabilized and the sediment control BMPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps are planned to restore the functionality of the biofiltration feature. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of berming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SP -5 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN I" LTho . Fur g, Mayor (SEAL) AND:�� 1 �% odd Gerhardt, City Manager STATE OF MINNESOTA ) ) ss COUNTY OFCARVER ) The foregoing instrument was acknowledged before me this /µay of %%� �l/�, 2014, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. KAREN J, ENOELMARDT Notary Public -Minnesota -;' My Commission F.wres n31 2015 SP -6 DEVELOPER: NHH Realty & mancial, LLC BY: ` Adam Serap ' e, mg artner STATE OF MINNESOTA ) COUNTY OF I Mtv-pi vi ) T y6 The foregoing instrument was acknowledged before me this 3 day ofAW A 2014, by W HH KeK6g Fih" C, of , L,L b a Corporation under the laws of the State of Minnesota, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP -7 „I NOTARY PUBLIC CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this 31 day ofMa/IUA Ch 2014 NHH Chanhassen Partners, LLC By STATE OF MINNESOTA ) ( ss COUNTY OF 4e0v,011 ) The foregom instrument was acknowledged h 2014, by i1 da Mi -a piu�n Nt+H .seri 4w� uc DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 ME �4 f before me this d of in4/lu'l 61TARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 111,F) r L v \ 2014. 1�2 ; 24AO� STATE OF MINNESOTA ) ) ss COUNTY OF 0W vc (L ) The foregoing instrument was 2014, by l) z v z IL 5 tv c DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -9 beforeme this S" day of UV1 c.-.- c (-, NOTARY PUBLIC CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan H, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC -1 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC -2 F. Off. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall nm with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alterative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Goverment, its agencies, departments and commissions. GC -3 M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -4 EX MIT A 7905 GREAT PLAINS BOULEVARD Prooa THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NWI/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NEI/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NWI/4 OF NEI/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT CMwn,,,sa a.a GKw''T•+.ws Gc Civil ) ��t! G R O U P Storm Water Management Report Project: Chanhassen Gateway 7905 Great Plains Blvd Chanhassen, MN 55317 Prepared for: NHH Chanhassen Partners, LLC Camelot Convenience & Quality Fuel & Food. All plans and supporting Documentation contained in this report have been reviewed and approved by the Registered Engineer listed below and it is hereby certified that the plans comply with the requirements of the ordinance. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Matthew R.Pavek P.E. Registration Number: 44263 Date: 10/4/2013 J —.;L:!? Civil Site Group, Inc. 4931 West 35'" Street, Suite 200, St. Louis Park, MN 55416 www.civilsitegroup.com - mpavek@civilsitegroup.com - 763.213.3944 direct iJ*EL CivflSifte G R O U P Table of Contents: Cover Sheet Summary Narrative Calculations Volume Retention Calculations HydroCAD Summary Table Hydraulic/Hydrologic Data Hydrocad Calculations CivflSite G R O U P Summary Narrative: This Storm Water Management Report accompanies the Civil Plans prepared for Chanhassen Gateway dated 10/4/2013 and attached to this report. Existing Site Conditions: The existing site area is 49,414 SF of commercial property containing a parking lot and Gas Station building. The existing site is approximately 50% impervious surface. Approximately 70% of the existing gas station site drains via storm sewer pipes to storm sewer located in Great Plains Boulevard. The remaining 30% drains overland to catch basins along Highway 5. Proposed Site: The proposed project is the redevelopment of the gas station site into a retail building and parking lot. Landscape areas, a rain garden and other pervious surfaces will be added as a part of this project. Drainage patterns will not change. Time of Concentration is assumed at 10 minutes. Requirements: Per City of Chanhassen Rate Control: Provide rate control to existing conditions for the site. Proposed Storm Water Facilities: Rate, Volume & Quality Control practices proposed: Infiltration Basin / Rain Garden: Approximately 30% of the site including new impervious area drains to the proposed rain garden area. This basin is designed with a water quality volume (volume below the outlet) of 755 Cubic Feet. The volume of runoff from 1" over the new impervious area of the project is (10,059SF x 1") = 840 CF. The proposed rain garden essentially provides infiltration/filtration for 90% of the 1" runoff generated by the new impervious surfaces of this project. This is not required, but provided. Rate control for the project is also provided by the proposed rain garden to the extent practical with the size rain garden feasible for the open space on the site. Runoff rates are CivilSite G R O U P less than existing for the 2 -year event, and slightly more for the 10 & 100- year event. See the table below for the pre and post runoff rates for this project. Rate Control Summary Table: STORM EVENT EXISTING RUNOFF CFS PROPOSED RUNOFF CFS 2 -YEAR 2.80 2.63 10 -YEAR 4.88 5.33 100 -YEAR 7.56 7.96 MWw Acle "QNIWzS No 40 R 1N 7Rr6S EXISTING SITE Subcatj Reach o� [Link EXISTING CHAN BP Type 1124 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: EXISTING SITE Runoff = 2.80 cfs @ 12.01 hrs, Volume= 0.155 af, Depth> 1.64" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -YEAR Rainfall=2.80" Area (sf) CN Description 1,831 98 BUILDING 21,310 98 PAVEMENT 26.273 80 LANDSCAPE 49,414 88 Weighted Average 26,273 53.17% Pervious Area 23,141 46.83% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, EXISTING CHAN BP Type // 24 -hr 10 -YR Rainfall=4.20" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Pape 3 Summary for Subcatchment 1S: EXISTING SITE Runoff = 4.88 cfs @ 12.01 hrs, Volume= 0.275 af, Depth> 2.91" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -YR Rainfall=4.20" Area (sf) CN Description 1,831 98 BUILDING 21,310 98 PAVEMENT 26,273 80 LANDSCAPE 49,414 88 Weighted Average 26,273 53.17% Pervious Area 23,141 46.83% Impervious Area Tc Length 10.0 Description Direct Entry, CHAN BP Prepared by Microsoft HydroCAD® 10.00 s/n 02 EXISTING Type 1124 -hr 100 -YR Rainfall=6.00" Printed 10/7/2013 Summary for Subcatchment 1S: EXISTING SITE Runoff = 7.56 cfs @ 12.01 hrs, Volume= 0.437 af, Depth> 4.62" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.00" Area (sf) CN Description ' 1,831 98 BUILDING 21,310 98 PAVEMENT 26.273 80 LANDSCAPE 49,414 88 Weighted Average 26,273 53.17% Pervious Area 23,141 46.83% Impervious Area Tc Length Slope Description 10.0 Direct Entry, PROPOSED SITE TO RAIN GARDEN RAIN GARDEN 6R 3S PROPOSED SITE PROPOSED SITE NOT TOTAL TO RAIN GARDEN Subcat Reach on Link CHAN BP Prepared by Microsoft Area Listing (selected nodes) Area (acres) CN Description (subcatchment-numbers) 0.240 98 BUILDING (3S) 0.372 80 LANDSCAPE (3S, 5S) 0.522 98 PAVEMENT (3S, 5S) 1.134 92 TOTAL AREA PROPOSED Printed 10/7/2013 CHAN BP Prepared by Microsoft © 2013 Soil Listing (selected nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 0.000 HSG D 1.134 Other 3S, 5S 1.134 TOTAL AREA PROPOSED Printed 10/7/2013 CHAN BP Prepared by Microsoft Ground Covers (selected nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground (acres) (acres) (acres) (acres) (acres) (acres) Cover 0.000 0.000 0.000 0.000 0.240 0.240 BUILDING 0.000 0.000 0.000 0.000 0.372 0.372 LANDSCAPE 0.000 0.000 0.000 0.000 0.522 0.522 PAVEMENT 0.000 0.000 0.000 0.000 1.134 1.134 TOTAL AREA PROPOSED Printed 10/7/2013 Subcatchment Numbers 3S 3S, 5S 3S,5S PROPOSED CHAN BP Prepared by Microsoft Printed 10/7/2013 HydroCAD®10.00 s/n 02202 02013 HydroCAD Software Solutions LLC Page 5 Pipe Listing (selected nodes) Line# Node In -Invert Out -Invert Length Slope n DiamMidth Height Inside -Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 4P 951.00 950.30 26.0 0.0269 0.013 12.0 0.0 0.0 PROPOSED CHAN BP Type// 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 6 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: PROPOSED SITE NOT Runoff Area=39,188 sf 64.91% Impervious Runoff Depth>1.97" Tc=10.0 min CN=92 Runoff=2.61 cfs 0.148 of Subcatchment5S: PROPOSED SITE TO Runoff Area= 10,226 sf 75.92% Impervious Runoff Depth>2.15" Tc=10.0 min CN=94 Runoff=0.73 cfs 0.042 of Reach 6R: PROPOSED SITE TOTAL Inflow=2.63 cfs 0.178 of Outflow=2.63 cfs 0.178 of Pond 4P: RAIN GARDEN Peak Elev=954.06' Storage=814 cf Inflow=0.73 cfs 0.042 of Outflow=0.31 cfs 0.030 of Total Runoff Area = 1.134 ac Runoff Volume = 0.190 of Average Runoff Depth = 2.01" 32.81% Pervious = 0.372 ac 67.19% Impervious = 0.762 ac PROPOSED CHAN BP Type// 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HvdroCAD Software Solutions LLC Page 7 Summary for Subcatchment 3S: PROPOSED SITE NOT TO RAIN GARDEN Runoff = 2.61 cfs @ 12.01 hrs, Volume= 0.148 at, Depth> 1.97' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -YEAR Rainfall=2.80" Area (sf) CN Description 10,443 98 BUILDING 14,993 98 PAVEMENT 13,752 80 LANDSCAPE 39,188 92 Weighted Average 13,752 35.09% Pervious Area 25,436 64.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type 11 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 02013 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 5S: PROPOSED SITE TO RAIN GARDEN Runoff = 0.73 cfs @ 12.01 hrs, Volume= 0.042 af, Depth> 2.15' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -YEAR Rainfall=2.80" Area (sf) CN Description 0 98 BUILDING 7,764 98 PAVEMENT 2,462 80 LANDSCAPE 10,226 94 Weighted Average 2,462 24.08% Pervious Area 7,764 75.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type 1124 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 02013 HydroCAD Software Solutions LLC Page 9 Summary for Reach 6R: PROPOSED SITE TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.134 ac, 67.19% Impervious, Inflow Depth > 1.88" for 2 -YEAR event Inflow = 2.63 cfs @ 12.01 hrs, Volume= 0.178 of Outflow = 2.63 cfs @ 12.01 hrs, Volume= 0.178 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs PROPOSED CHAN BP Type// 24 -hr 2 -YEAR Rainfall=2.80" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 10 Summary for Pond 413: RAIN GARDEN Inflow Area = 0.235 ac, 75.92% Impervious, Inflow Depth > 2.15" for 2 -YEAR event Inflow = 0.73 cfs @ 12.01 hrs, Volume= 0.042 of Outflow = 0.31 cfs @ 12.17 hrs, Volume= 0.030 af, Atten= 58%, Lag= 9.7 min Primary = 0.31 cfs @ 12.17 hrs, Volume= 0.030 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 954.06' @ 12.17 hrs Surf.Area= 1,023 sf Storage= 814 cf Plug -Flow detention time= 220.9 min calculated for 0.030 of (71 % of inflow) Center -of -Mass det. time= 127.4 min ( 918.3 - 790.9 ) Volume Invert Avail.Storage Storage Description #1 953.00' 2,025 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 520 0 0 954.00 990 755 755 955.00 1,550 1,270 2,025 Device Routing Invert Outlet Devices #1 Primary 954.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 954.50' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef /Enalishl 2 34 2 50 2 70 2 68 2 68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Primary 953.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 951.00' 12.0" Round Culvert L= 26.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.00'/ 950.30' S= 0.0269 T Cc= 0.900 n=0.013, Flow Area= 0.79 sf PrimaryOutFlow Max=0.27 cfs @ 12.17 hrs HW=954.05' (Free Discharge) 11 _Orifice/Grate (Weir Controls 0.26 cfs @ 0.76 fps) =Culvert (Passes 0.26 cfs of 0.88 cfs potential flow) 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 3=Exfiltration (Exfiltration Controls 0.02 cfs) N PROPOSED CHAN BP Type 11 24 -hr 10 -YR Rainfall=4.20" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 11 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: PROPOSED SITE NOT Runoff Area=39.188 sf 64.91% Impervious Runoff Depth>3.31" Tc=10.0 min CN=92 Runoff=4.26 cfs 0.248 of Subcatchment5S: PROPOSEDSITE TO Runoff Area=10,226 sf 75.92% Impervious Runoff Depth>3.51" Tc=10.0 min CN=94 Runoff=1.16 cfs 0.069 of Reach 6R: PROPOSED SITE TOTAL Inflow=5.33 cfs 0.302 of Outflow=5.33 cfs 0.302 of Pond 413: RAIN GARDEN Peak Elev=954.14' Storage=900 cf Inflow=1.16 cfs 0.069 of Outflow=1.11 cfs 0.054 of Total Runoff Area = 1.134 ac Runoff Volume = 0.317 of Average Runoff Depth = 3.35" 32.81% Pervious = 0.372 ac 67.19% Impervious = 0.762 ac PROPOSED CHAN BP Type 1124 -hr 10 -YR Rainfall=4.20" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 3S: PROPOSED SITE NOT TO RAIN GARDEN Runoff = 4.26 cfs @ 12.01 hrs, Volume= 0.248 af, Depth> 3.31" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -YR Rainfall=4.20" Area (sf) CN Description 10,443 98 BUILDING ` 14,993 98 PAVEMENT 13,752 80 LANDSCAPE 39,188 92 Weighted Average 13,752 35.09% Pervious Area 25,436 64.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type 1124 -hr 10 -YR Rainfall=4.20" Prepared by Microsoft Printed 10/7/2013 HydroCADO 10.00 s/n 02202 © 2013 HvdroCAD Software Solutions LLC Page 13 Summary for Subcatchment 5S: PROPOSED SITE TO RAIN GARDEN Runoff = 1.16 cfs @ 12.01 hrs, Volume= 0.069 af, Depth> 3.51" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -YR Rainfall=4.20" Area (sf) CN Description 0 98 BUILDING 7,764 98 PAVEMENT 2,462 80 LANDSCAPE 10,226 94 Weighted Average 2,462 24.08% Pervious Area 7,764 75.92% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, PROPOSED CHAN BP Type 1124 -hr 10 -YR Rainfall=4.20" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 14 Summary for Reach 6R: PROPOSED SITE TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.134 ac, 67.19% Impervious, Inflow Depth > 3.19" for 10 -YR event Inflow = 5.33 cfs @ 12.02 hrs, Volume= 0.302 of Outflow = 5.33 cfs @ 12.02 hrs, Volume= 0.302 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs CHAN BP Prepared by Microsoft PROPOSED Type 1124 -hr 10 -YR Rainfall=4.20" Printed 10/7/2013 02202 @ 2013 HydroCAD Summary for Pond 4P: RAIN GARDEN Inflow Area = 0.235 ac, 75.92% Impervious, Inflow Depth > 3.51" for 10 -YR event Inflow = 1.16 cfs @ 12.01 hrs, Volume= 0.069 of Outflow = 1.11 cfs @ 12.05 hrs, Volume= 0.054 af, Aften= 4%, Lag= 2.3 min Primary = 1.11 cfs @ 12.05 hrs, Volume= 0.054 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 954.14' @ 12.05 hrs Surf.Area= 1,069 sf Storage= 900 cf Plug -Flow detention time= 141.1 min calculated for 0.054 of (78% of inflow) Center -of -Mass det. time= 58.9 min ( 836.6 - 777.7 ) Volume Invert Avail.Storage Storage Description #1 953.00' 2,025 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 520 0 0 954.00 990 755 755 955.00 1,550 1,270 2,025 Device Routing Invert Outlet Devices #1 Primary 954.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 954.50' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Primary 953.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 951.00' 12.0" Round Culvert L= 26.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.00' / 950.30' S= 0.0269 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf Primary OutFlow Max=1.09 cfs @ 12.05 hrs HW=954.14' (Free Discharge) _Orifice/Grate (Weir Controls 1.07 cfs @ 1.22 fps) =Culvert (Passes 1.07 cfs of 1.41 cfs potential flow) 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 3=Exfiltration (Exfiltration Controls 0.02 cfs) PROPOSED CHAN BP Type 1124 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HVdroCAD® 10.00 s/n 02202 © 2013 HvdroCAD Software Solutions LLC Pace 16 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: PROPOSED SITE NOT Runoff Area=39,188 sf 64.91% Impervious Runoff Depth>5.06" Tc=10.0 min CN=92 Runoff=6.36 cfs 0.379 of Subcatchment5S: PROPOSED SITE TO Runoff Area= 10,226 sf 75.92% Impervious Runoff Depth>5.29" Tc=10.0 min CN=94 Runoff=1.70 cfs 0.103 of Reach 6R: PROPOSED SITE TOTAL Inflow=7.96 cfs 0.466 of Outflow=7.96 cfs 0.466 of Pond 4P: RAIN GARDEN Peak Elev=954.19' Storage=948 cf Inflow=1.70 cfs 0.103 of Outflow=1.64 cfs 0.087 of Total Runoff Area = 1.134 ac Runoff Volume = 0.483 of Average Runoff Depth = 5.11" 32.81% Pervious = 0.372 ac 67.19% Impervious = 0.762 ac PROPOSED CHAN BP Type 1124 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 17 Summary for Subcatchment 3S: PROPOSED SITE NOT TO RAIN GARDEN Runoff = 6.36 cfs @ 12.01 hrs, Volume= 0.379 af, Depth> 5.06" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.00" Area (sf) CN Description 10,443 98 BUILDING 14,993 98 PAVEMENT 13,752 80 LANDSCAPE 39,188 92 Weighted Average 13,752 35.09% Pervious Area 25,436 64.91% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, PROPOSED CHAN BP Type 1124 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 @ 2013 HydroCAD Software Solutions LLC Page 18 Summary for Subcatchment 5S: PROPOSED SITE TO RAIN GARDEN Runoff = 1.70 cfs @ 12.01 hrs, Volume= 0.103 af, Depth> 5.29" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.00" _ Area (sf) CN Description ' 0 98 BUILDING 7,764 98 PAVEMENT 2,462 80 LANDSCAPE 10,226 94 Weighted Average 2,462 24.08% Pervious Area 7,764 75.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED CHAN BP Type 1124 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 @ 2013 HvdroCAD Software Solutions LLC Pape 19 Summary for Reach 6R: PROPOSED SITE TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.134 ac, 67.19% Impervious, Inflow Depth > 4.93" for 100 -YR event Inflow = 7.96 cfs @ 12.01 hrs, Volume= 0.466 of Outflow = 7.96 cfs @ 12.01 hrs, Volume= 0.466 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs PROPOSED CHAN BP Type// 24 -hr 100 -YR Rainfall=6.00" Prepared by Microsoft Printed 10/7/2013 HydroCAD® 10.00 s/n 02202 © 2013 HydroCAD Software Solutions LLC Page 20 Summary for Pond 4P: RAIN GARDEN Inflow Area = 0.235 ac, 75.92% Impervious, Inflow Depth > 5.29" for 100 -YR event Inflow = 1.70 cfs @ 12.01 hrs, Volume= 0.103 of Outflow = 1.64 cfs @ 12.03 hrs, Volume= 0.087 af, Atten= 4%, Lag= 1.4 min Primary = 1.64 cfs @ 12.03 hrs, Volume= 0.087 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 954.19' @ 12.03 hrs Surf.Area= 1,094 sf Storage= 948 cf Plug -Flow detention time= 104.9 min calculated for 0.086 of (83% of inflow) Center -of -Mass det. time= 35.0 min ( 802.5 - 767.5 ) Volume Invert Avail.Storage Storage Description #1 953.00' 2,025 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 520 0 0 954.00 990 755 755 955.00 1,550 1,270 2,025 Device Routing Invert Outlet Devices #1 Primary 954.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 954.50' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Primary 953.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 951.00' 12.0" Round Culvert L= 26.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.00' / 950.30' S= 0.0269'/' Cc= 0.900 n=0.013, Flow Area= 0.79 sf PrimaryOutFlow Max=1.62 cfs @ 12.03 hrs HW=954.18' (Free Discharge) 11 1 Orifice/Grate (Weir Controls 1.60 cfs @ 1.40 fps) t4=Culvert (Passes 1.60 cfs of 1.61 cfs potential flow) 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 3=Exfiltration (Exfiltration Controls 0.02 cfs) CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/23/2013 3:20 PM Receipt No. 00239686 CLERK: AshleyM PAYEE: Adam Seraphine Richard Eischens 7544 France Ave S Box 351 Edina MN 55435 Planning Case 2013-23 GIS List ------------------------------------- 23.00 Total 23.00 Cash 0.00 Check 5005 23.00 Change 0.00 i3 -a3 �C k.NNED To: Adam Seraphine NHH Chanhassen Partners, LLC 317 2ntl Avenue South Minneapolis, MN 55401 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Invoice RE: Chanhassen Great Plains Center 7905 Great Plains Blvd. Planning Case 2013-23 SALESPERSON DATE TERMS KTM October 24, 2013 upon receipt 11 Property Owners List within 500' of 7905 Great Plains Blvd. (11 labels) Less overpayment of Development Review Application Fees TOTAL DUE $3.00 1 $33.00 10.00 $23.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above and must be paid prior to the public hearing scheduled for November 5, 2013. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2013-23. If you have any questions concerning this invoice, call Kim at (952) 227-1107. THANK YOU FOR YOUR BUSINESS! Chanhassen City Council — November 25, 2013 • we can either table this or just, do we need to take action in the form of tabling or is the direction just back to, based on comments tonight, bring it back at a future meeting? Todd Gerhardt: I think we got clear direction from the council. I don't think you need to have a formal motion on it and we'll work with the neighborhood and bring back a final plan. Mayor Furlong: Okay. Very good. Thank you everybody. Appreciate your involvement and we'll look forward to seeing the final plan back. I hope and expect within the first quarter of next year. Let's move on to the next item under our agenda this evening. _CHANHASSEN GREAT PLAINS CENTER, 7905 GREAT PLAINS BOULEVARD: SITE PLAN REVIEW FOR A 10.500 SO. FT. SINGLE LEVEL RETAH, CENTER. APPLICANT: NHH CHANHASSEN PARTNERS, LLC/OWNER: CAMELOT CONVENIENCE OUALITY FUEL AND FOODS. Kate Aanenson: Thank you. The Great Plains Center project case did appear before the Planning Commission at their November 5h meeting. Also at that meeting the Planning Commission supported the project 5 to 0. Really had no concerns. They were very excited to see the project and was very supportive of it. So again the site location is the old British Petroleum gas station there. Again. Mayor Furlong: Can you switch? Kate Aanenson: I'm sorry. Mayor Furlong: Those are pretty bricks and I'm sure we'll talk about them soon. Kate Aanenson: Yeah, 7905 Great Plains Boulevard. Yeah. Yeah. Mayor Furlong: Okay, here we go. Kate Aanenson: So this is the British Petroleum gas station. Mayor Furlong: Thank you. Kate Aanenson: The gas station itself goes back a number of years. Actually probably been there about 25 years. Changed different types of uses but it's been there long tern and made some modifications to it but the site itself is on the, bordered on the north by a car wash, the Valvoline and then you've got the Master Collision and the Harms building also on that northern side. Then you've got auto repair and a Holiday across the street so this is in our Business Highway zoning district so it is a permitted use in the zoning district. On April 9'", this wasn't in your staff report but on May 9th of 2011 there was an approval for a C -store at this gas station so the pumps, but that was never final. Or it was final but it was never recorded so it has no legal standing but it was difficult for that project to advance forward. A lot of people had tried different things so it never went to fiuition. That also included a double car wash besides a C -store. So for the existing conditions, the current access is off of Great Plains Boulevard right here. This intersection here, when we were fust approached by the user was a little bit of concern just based on the sight lines and the amount of traffic as you come off of Highway 5 accelerating up onto a single lane there on Great Plains. So again current access, you have two way directional. A little bit wider than we would normally see on that site. Again I mentioned that the land use and the zoning is consistent for this project to go forward. Highway Business and again it's going to replace one retail for another type of retail. So the proposal summary, 10,443 square foot of a multi -tenant single story building. Again it's a permitted use in the zoning district. There's an existing trail along Highway 5. We're including new 24 SCANNED Chanhassen City Council — November 25, 2013 • sidewalks that would wrap the entire building and then picking up a connection that would extend to the north. The location of the driveway then has been narrowed and then a decel lane has been added again because you've got accelerating traffic coming up onto Great Plains. This gives people that want to take the right tum in a place to maneuver over. The parking itself is all on the back of the building so the front of the building does face Highway 5. In working with the owner of the building, a lot of care was given to the appearance of this building as a gateway to the community and having that be what you see first is the nice architecture of the building and not the parking itself. One of the areas that we do want to make sure gets accommodated is additional screening of this parking because they're meeting, they're parking closer. It is permitted as long as it's completely screened so that needs to be accommodated. So a new, we talked about the turn lane. So this is a big improvement. We went back and looked at that one after looking at the turn movements and how the site would be utilized. Because of the uses and how this is laid out there wouldn't be a drive thm or anything. That would not be permitted in this type of a building. Just did not have enough parking for that to be accommodated. Again there's no direct access off of Highway 5. This is the architectural rendering of the building. As I illustratively showed you already, the wonderful bricks. Mayor Furlong: Oh we have bricks. Kate Aanenson: Yeah we'll show that again. I'll zoom it out a little bit here. You can just leave it just like that and I'll zoom it out. We'll pick it up here. So it's really nice materials on the building. Again really nice presence. That entrance or that feature there as the gateway on all the parking then screen behind. Again more details of the architecture itself. So all elevations have equal attention which is what we have in the Highway 5 corridor and again that has a pronounced entrance that utilizes double, durable excuse me, exterior materials and has a lot of articulation in the building and we think it's a really well designed and a nice sensitive to the kind of surrounding uses. Again really nice entrance statement into the city. So with that the Planning Commission and the staff is recommending approval of the project with the conditions in the staff report and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff? Councilwoman Tjornhom. Councilwoman Tjomhom: Are there any uses that are not permitted with this building? Kate Aanenson: Well fast food, a drive thru. You could put something in there if you could accommodate the parking. There's only 48 parking, 45 parking stalls and so, 52 is what they have on there so that's what's going to drive the number of uses. That mix. So you may have some that have different peak hours but you know so we're looking at that as a, actually we're going to be meeting there shortly, tomorrow to talk about the tenant mix. Sounds like you have it leased up so we'll be looking through that mix, kind of picking and making sure that we've got that right mix. Again we leave that up to the owner of the building to make sure that they're managing it properly. That their tenants are happy that they can get adequate parking so that's how we'll review that so. Councilwoman Tjomhom: What is the parking lot size of the Chipotle building? Kate Aanenson: That one actually, they share. Councilwoman Tjomhom: Buffalo Wild Wings. Kate Aanenson: You have Buffalo Wild Wings and then you have the tire store so all three of those uses, and they have different peaks so this would have, this is not going to have restaurants in there so that wasn't the intent when it was really proposed based on the parking. You know we looked at this ultimately, if this piece were to develop, any of these properties to the north were to be redeveloped, 25 V4 Chanhassen City Council — November 25, 2013 • which is a potential, then there is a potential for access then to go to the north and then connect onto the street that we have the water treatment plant so that would give better circulation to the site and that is also a long term goal that could happen too. Mayor Furlong: Is that a current condition of this site or I mean this site... Kate Aanenson: No, we've talked to the developer has talked to the adjacent property owners. Mayor Furlong: Okay. Kate Aanenson: So what are we to say, that's something long term wise. If someone was to come in and protest that we would come back to them and say to maybe try to connect them or if someone else was, they were to develop. Mayor Furlong: Okay. Alright. Thank you. Councilwoman Tjornhom, any more questions at this time? Councilwoman Tjomhom: That's it. Mayor Furlong: Mr. McDonald? Councilman McDonald: Current site's got a gas station on it. Are there any concerns about the gas tanks that are in there or what are we doing to make sure that there is no ground pollution? Kate Aanenson: They will have to do that, to provide, the State does require that too so there is a condition on that. That they have to make sure that those are met by the MPCA. So the building inspectors will also verify that too. Councilman McDonald: Okay. Kate Aanenson: Pollution Control Agency. Mayor Furlong: Other questions? Mr. Laufenburger. Councilman Laufenburger: Right. Kate the car wash stays, is that correct? Kate Aanenson: The car wash to the north? Councilman Laufenburger: Yeah. Kate Aanenson: At this time, correct. Councilman Laufenburger. Okay. Kate Aanenson: As is the Valvoline to the north. Councilman Laufenburger: Okay. Mayor Furlong: Aren't there two car washes there? On this property as well as the property to the north. Councilman Laufenburger: Yeah, the car wash on the BP property now, that will go away. 26 Chanhassen City Council —November 25, 2013 • Kate Aanenson: That's correct. Councilman Laufenburger: But the one, the building that is just like 30 feet to the north. Mayor Furlong: On the property to the north, yes. Councilman Laufenburger: Yeah, to the north. Mayor Furlong: There it is. Councilman Laufenburger: There it is. Kate Aanenson: This one will stay but if you look at how this is right now, I mean it just lends to, there's a change in grade. This is dropping down onto their property so. Councilman Laufenburger. Yeah. Kate Aanenson: There is a change in grade and there's, the car wash here but if you look at a single car, they have a car wash right now so that is going away but if you look in long term, because you've got this access point here, you have conflicting turn movements. Not the best situation so we would like to rectify that and then just have these two properties connected at some time in the future if we can work with both properties. Todd Gerhardt: Kate on the site plan, is that sidewalk all the way around the building? Kate Aanenson: Yes. Todd Gerhardt: So the brown is concrete? Kate Aanenson: Correct. Todd Gerhardt: So if anybody needs an example of somebody's concrete work, the railroad depot has a sidewalk around it and there's not a single crack in that. So anybody to the left of you that may have done that. Not a single crack in it. Kate Aanenson: We think it's nice too. It connects, you know it really connects for people that may be on Highway 5 biking and allows them to come in and utilize that too and then you've kind of got an outdoor seating area too and that's, it's a nice entrance feature. Mayor Furlong: So outdoor seating, does that imply that there will be a restaurant out there? Kate Aanenson: No, but you can still, I mean you can still have just a seating area. Mayor Furlong: Okay. I noticed with the elevations of the building, if you can bring those back up as well, and that one and then. Kate Aanenson: I'm sorry, this one? Mayor Furlong: That one there too. There are a number of places along there where the word signage is included and I'm sure because it's a multi -tenant building they're looking for that. Is the developer aware of the signage ordinances and are there any specific ordinances that we have? 27 Chanhassen City Council — Amber 25, 2013 • Kate Aanenson: Yeah. Mayor Furlong: Do you have any concern from what you've seen in terms of their ability to put up the signage that they're expecting to? Kate Aanenson: No. Actually they've got a couple projects in Edina and St. Louis Park that we've, I've seen. Mayor Furlong: Okay. Kate Aanenson: Very highly articulated and. Mayor Furlong: Okay. Kate Aanenson: So we have a lot of confidence in how they're moving that forward. In our meetings with them been very, very pleased. Mayor Furlong: Okay, and that's fine. Businesses need to let people know where they are. At the same time we have to make sure that we're treating everybody fairly and that the expectations are reasonable. Okay, thank you. Any other questions for staff at this time? Anything from the applicant? If you'd like to introduce yourself at least. Dean Devolos: Good evening council and Mayor. Dean Devolos, DJ Architecture. 333 Washington Avenue North, Minneapolis, Minnesota. Also serving as a project developer. We're excited to be here in Chanhassen look for the opportunity really to try to do a corner building and help enhance the street and tie into the trail system which I think will really make a nice gateway, a nice entrance to Chanhassen. Really work the retail on both sides to really give that presence and hope this is a first move in which other parcels may eventually redevelop over time to sort of start to strengthen and develop a great downtown you've already begun with. This one I showed here was one in Edina at 70th and France. And France Avenue is similar to you know Highway 5 in terms of traffic and everyone sort of looked at this saying are you kidding? You want a street front building but this filled immediately with tenants has been very successful and the City's very happy so learning from this and seeing that the marketplace will only accept these kind of buildings on a comer that are pedestrian connected. This is really the same approach we're bringing here to Chanhassen. The good news is we have more tenants than building. I'm meeting with Kate to sort through those and pick the best ones that work for the city and there's a few even restaurateurs but we'll what works with the parking ratios to come up with the best mix for it so that will be the next step I'll be taking so thank you very much for your support and enthusiasm for this. Mayor Furlong: Very good, thank you. Any questions for Mr. Devolos? No? Very good, thank you. With that I'll bring it back to council for thoughts and comments. Councilwoman Tjomhom. Councilwoman Tjomhom: Sounds like a start. I think it will be a fantastic project. I'm glad you're in Chanhassen and I look forward to seeing who's coming to town to be in that building. Dean Devolos: Thank you. Mayor Furlong: Anything else? I mean it's. 28 r Chanhassen City Council — DTovember 25, 2013 Councilman McDonald: I mean it looks as though it's going to be a good project. It will definitely change that comer. Look forward to see what happens there so I wish you a lot of luck and yeah, I too am interested in you know what kind of new businesses can you bring to the city. So I will support this. Mayor Furlong: Thank you. Councilwoman Ernst, comments. Councilwoman Ernst: Sure. I think it's a great architectural design and a great project and welcome to Chanhassen. You know I definitely will support the project. Mayor Furlong: Thank you. Any other comments? Councilman Laufenburger. I think it was stated very well that this is a visual welcome to Chanhassen from the east and it looks like it's going to be a great welcome so. Mayor Furlong: I agree. I'm looking forward to it. Welcome. Thank you. Thank you for working with Ms. Aanenson and her staff. Kate Aanenson: Again another fine job done by Sharmeen Al-Jaff. Mayor Furlong: Okay. Always good to hear that but I appreciate all your work and looking forward to seeing you here so we're, these are the types of develops that everybody gets excited about so, which is good. With that anybody like to make a motion? Councilwoman Tjomhom? Councilwoman Tjornhom: Sure. I'd like to make a motion that the City of, that the Chanhassen City Council approves a site plan for the construction of a 10,443 square foot single level retail center on 1.13 acres of property zoned Highway and Business Services District and located at 7905 Great Plains Boulevard, BP Gas Station site, and adoption of the attached Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilwoman Ernst: Second. Mayor Furlong: Any discussion on the motion? Hearing none we'll proceed with the vote. Councilwoman Tjornhom moved, Councilwoman Ernst seconded that the Chanhassen City Council approve the site plan consisting of a 10,443 square -foot multi -tenant building, Planning Case 2013-23 as shown in plans dated received October 4, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall install a total of two peninsulas in the parking lot. 2. The south side of the parking lot along Highway 5 must be screened. The applicant shall add shrubs with a minimum mature height of three feet along the south parking lot perimeter. 3. The applicant shall install the required bufferyard plantings along the south property line. 4. The applicant shall install two evergreens on the eastern comer of the property. 29 Y Chanhassen City Council — November 25, 2013 5. The applicant shall remove the existing ash tree along Great Plains Boulevard and replace it with an overstory tree species from the Approved Tree List. Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground, fuel storage tanks removal requirements). 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. An additional on-site fire hydrant will be required. Location to be on the north/west corner of the building. If necessary contact Fire Marshal for exact location. 2. Yellow painted curbing will be required. Areas include but not limited to are the curbing north of the building. Contact Fire Marshal for exact location. Also " No Parking Fire Lane" signs will be required where yellow cubing is present. 3. A three-foot clear space must be maintained around fire hydrant. Engineering Conditions: 1. The sidewalk must be minimum five feet from the edge Great Plains Boulevard and the right turn lane. 2. A sidewalk easement is required over any portion of the sidewalk that does not lie within public right-of-way. 3. The sidewalk easement shall extend five feet beyond the edge of the sidewalk. 4. The developer must obtain a MnDOT permit for the portions of the sidewalks that will be within MnDOT right-of-way. 5. Prior to construction of the trash enclosure an encroachment agreement must be recorded to allow for the portion of the trash enclosure that will lie within the sanitary sewer easement. 9 Chanhassen City Council — November 25, 2013 • 6. A $7,600 security must be submitted to ensure that Great Plains Boulevard is properly restored after the utility work. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 7. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8. Before the city signs the site plan agreement a $7,500 security must be submitted in case of damage to the existing sanitary sewer. 9. The existing sanitary sewer manhole in the northeast comer must be reconstructed due to the proposed grade changes in the area. 10. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit and will be based on additional SAC units, if any. 11. Before site grading can commence the grading plan must be revised as follows: a. Label the existing contours. b. Label the Emergency Overflow (EOF) elevation. c. Ensure that the lowest opening of the building is minimum one foot above the EOF elevation. d. Ensure that all proposed contours tie into existing (for example, the proposed 954 contour south of the EOF does not tie in). a. Revise the grading on the northeast corner of the site so that the proposed grades do not exceed 3H:1 V. 12. Storm water runoff rates must not increase under the 2 -year, 10 -year and 100 -year return interval storms at any point where water leaves the site. 13. A Phase 1 Environmental Site Assessment must be performed on this site and made available to the city to determine the likelihood of encountering contaminated soils at the proposed biofiltration location. 14. The hydraulic calculations for the storm sewer shall be provided and approved prior to the city signing the site plan agreement. 15. The SWPPP must include all required elements under the NPDES Construction Stormwater Permit. 16. Rock construction entrance shall be measured from the bituminous saw cut. 17. The biofiltration area shall not be constructed until after the site is substantially completed. At a minimum, the base course shall be installed prior to construction of the biofiltration area. 18. The biofiltration area shall be protected from construction -related activities throughout site development. The SWPPP and Erosion Prevention and Sediment Control Plan must indicate how this will be accomplished. 31 Chanhassen City Council — November 25, 2013 19. Before the City signs the site plan agreement a $5,000 security must be submitted to insure compliance with the erosion prevention and sediment control plan. This will be released once a minimum of 75% of the site has been permanently stabilized and the sediment control BMPs have been removed. 20. The owner shall be responsible for the operations and maintenance of the rain garden facility. The applicant shall develop an operations and maintenance manual and provide a copy to the city prior to the City signing the site plan agreement. 21. The owner shall prepare and submit an annual report indicating that the biofiltration is functioning properly or, in the event it is not, what steps area planned to restore the functionality of the biofiltration feature. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the parking lot through the use of berming and landscaping. Parking setbacks will be adjusted based on the screening plan. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Signs shall be limited to the north and south elevations. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. A photometrics plan shall be prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. The proposed development has a total hard coverage area of 67.2%. The applicant shall revise the plan to meet hard surface coverage ordinance requirements not to exceed 65%. 7. Snow storage shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic." All voted in favor and the motion carried unanimously with a vote of 5 to 0. CONSIDER AMENDMENT TO CITY CODE CONCERNING MASSAGE BUSINESS LICENSING. Laurie Hokkanen: Thank you. The City Council has discussed in work session format three times previously with business owners, the development of a licensing requirement for massage therapy businesses and we had a few meetings with business owners. We worked with them through the work session and the goal of our work was to develop an ordinance that would allow law enforcement officials to have the tools that they need to pursue businesses that might not be operating in accordance with the law. But also the City Council very much wanted to recognize that most of our massage businesses have 32 I O i4_►IN hi TO: Sharmeen Al Jaff, Senior Planner FROM: Jerritt Mohn, Building Official DATE: October 15, 2013 SUM Site Plan review for a 10,443 sq. ft. retail center - proposed redevelopment 7905 Great Plains Blvd. Planning Case: 2013-23 I have reviewed the plans for the above described redevelopment, received by the Planning Department on October 4, 2013. Following are building official comments, to be included as conditions of approval. 1. The proposed structure is required to have an automatic fire extinguishing system (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. 3. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 4. Demolition permit required (contact MPCA regarding underground, fuel storage tanks removal requirements).. 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. GAPLAN\2013 Planning Cases\2013-23 Chanhassen Great Plains Center\buildingofftcialcomments.doc Date: October 10, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: October 24, 2013 By: Sharmeen Al-Jaff, Senior Planner 952-227-1134 saliaff@ci.chanhassen.mn.us Subject: Request for Site Plan Review with variances for a 10,443 square -foot single -level retail center on 1.13 acres of property zoned Highway and Business Services District (BH) and located at 7905 Great Plains Boulevard (BP gas station site). Applicant: NHH Chanhassen Partners, LLC. Owner: Camelot Conv. Quality Fuel & Food Planning Case: 2013-23 PID: 25-0132000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 4, 2013. The 60 -day review period ends December 3, 2013. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on November 5, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than October 24, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco Carver County, MN 131sG81mer R s map was treater! using Carver County's Geographic Infonnatron Systems (GIS). it s a canpla d in(ortre a Ealy hom annus Cny, County State, ar J Fe al of6ms. T m map is wR a wrveveE - Iegally remrdeE map arM is rote robe used as a reference. Carver County Is rpt responsible for any hxpuaar_s wntaineE Mxeirt Map Scale N 1 inch = 230 feet WE Map Date 10/10/2013 S CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: NHH CHANHASSEN PARTNERS, LLC 317 2ND AVE SOUTH MINNEAPOLIS, MN 55401 Contact: ADAM SERAPHINE Phone: 612.716.9052 Fax: Email: adam@nhhproperties.com Planning Case No. ;tot 3 — a :� CAMELOT CONV QUALITY FUEL & FOOD 7905 GREAT PLAINS BLVD Email: NOTE: Consultation with City staff is re uired prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits 5 0+6oX too)= .W(OWw Site Plan Review (SPR)*� Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign 200 (City to install and remove) X Es w for Filing Fees/Attorney Cost" -UP/SPR/VACNAR/WAP/Metes & Bounds - $450 Minor SUB f?D c4e—=a 37Q3 TOTAL FEE $ 196 n 'V7R Arch;> ec,4l rrA An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. �1 rcViously i1nV6Cceti 41-7 111 B (.02 to s 8 t0 M a�erpe �ment t50= off( *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: CHANHASSEN GWeiWlPY Gre,,4 LOCATION: 7905 Great Plains Blvd (x 5 LEGAL DESCRIPTION AND PID: PID: 250132000, Legal Description on Attached sheet. TOTAL ACREAGE: 1.13 Acres (41,414.5 Square Feet) WETLANDS PRESENT: YES x NO PRESENT ZONING: BH Highway and Business Services District REQUESTED ZONING: BH PRESENT LAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: Commercial REASON FOR REQUEST: The project proposes to redevelop the site from an existing gas station to an approximately 10,500 square foot single level retail center. FOR SITE PLAN REVIEW: Include number of existing employees: 3 and new employees: 30 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. g:tplanV'mmsyaeelopment mvim applicatiw.dw tO Li Date C Date 7905 GREAT PLAINS BOULEVARD Property Description: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. POWERS PLACE I i 1�Ir P L14'yv ��✓1 / 576.446 - 00. \ \ 1 UL &/ - 11 1 - (- ✓'r TE NE \'M\UNj E �� $ --- 5651 Q 5 .3�/ 4s� o N 150 I 4„V1/ 4 r � 576.4453 1 i i'�o 442 w 5262 1014 65A J ' ii'\y��i i 5- 5 57 Q6 --- _ _ 35• t �i -GAS TRANSMISSION EASEMENT PER BK. 10 -- - �� 1155 i 61 DEEDS, PG. 503 (DOC. NO. 98312) AND fpI -3 / 35.00_-- / 576.4'4'j Q 0Q 111 /' / -- EASEMEINT PER EASSSIO EMENT NON 55883, ' MODIFIED BY DOC. NO. 117656 B o (PARTIAL RELEASE) /-- DRAINAGE & UTILITY 0'1 1 EASEMENT MOST WESTERLY LINE OLITLOT F o el E. LINE OF NW I/4 --- r SEC. 14 T.116N R. 23W r � A\ I �• o oo• o„ \ LOT 1 BLOCK BK. 61 DEEDS, PG. 505 (DOC. NO. 98306), MODIFIED BY DOC. NO. 35620PARTIAL I RELEASE) ( tl I `I 1 ri I' \ N5°03'34"E • 63.45 Q IK, ELECTRIC TRANSMISSION EASEMENT PER BK. 61 DEEDS, PG. 92 (DOC. NO. 89731), MODIFIED BY DOC. NO. 34918 (PARTIAL- -�'•, I (� / RELEASE) Iil�l r 5 - 11.5 D=1 °50'50" I 34.52 DRAINAGE & UTILITY EASEMENT \ o , -- 377.24 N90 00 "00 "E LIj I KNOW ALL PERSONS BY THESE PRESENTS: United Properties Investment, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot F, CHANHASSEN LAKES BUSINESS PARK, Carver County, Minnesota. Has caused the same to be surveyed and platted as POWERS PLACE and does hereby dedicate to the public for public use forever the easements for drainage and utility purposes as shown on this plat. In witness whereof said United Properties Investment, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of ,20 Signed: United Properties Investment, LLC, a Minnesota limited liability company. Its Assistant Vice President Brandon Champeau STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of , 20 by Brandon Champeau, Its Assistant Vice President of United Properties Investment, LLC, a Minnesota limited liability company on behalf of the company. Signature of Notary Notary's Printed Name Notary Public, County, Minnesota My Commission Expires January 31, 20 I , Michael R. Williams, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the this plat; that all monuments depicted on the plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on the plat. Dated this day of 2013 Michael R. Williams, Licensed Land Surveyor Minnesota License No. 44076 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this day of , 2013, by Michael R. Williams. Signature of Notary Notary's Printed Name Notary Public, Hennepin County, Minnesota My Commission Expires January 31, 20 CHANHASSEN, MINNESOTA This plat of POWERS PLACE was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of ,20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF CHANHASSEN, MINNESOTA By , Mayor By , City Manager or Clerk TAXPAYER SERVICES DEPARTMENT, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of 20 Mark Lundgren, County Auditor a County Auditor/Treasurer SURVEY DIVISION, Carver County, Minnesota Pursuant to Minnesota Statute Section 383B.565 (1996), this Plat has been approved this day of 20 John E. Freemyer, County Surveyor M REGISTRAR OF TITLES, Carver County, Minnesota I hereby certify that the within plat of POWERS PLACE was recorded in this office this day of , 20 , at o'clock .m. Carl W. Hanson Jr., Registrar of Titles MA 2�• GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 feet. SCALE IN FEET THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE E MOST WESTERLY LING OUTLOT F, CHANHASSEN LAKES BUSINESS PARK, CARVER COUNTY, MN. AND IS ASSUMED TO BEAR S 020 30'00" E. ■ LEGEND DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET W/ CAP STAMPED "RLS 44076" CITY OF CHANHASSEN RECEIVED OCT U 4 2013 CHANHASSEN PLANNING DEPT AEW ENGINEERING I SURVEYING I ENVIRONMENTAL I PLANNING SHEET 1 OF 1 SHEETS I:! C B I A 4 ARCHITECTURAL DRAWING INDEX A000 Cover Sheet A100 Floor Plan A200 Exterior Elevations A210 Exterior Perspectives Project Team OWNER NHH Chanhassen Partners, LLC Contact: Adam Seraphine 612-716-9052 adam@nhhproperties.com ARCHITECT DJR Architecture, Inc. 333 Washington Avenue N Union Plaza, Suite 210 Minneapolis, MN 55401 Contact: Sheldon Berg 612.676.2719 612.676.2796 (fax) sberg@djr-inc.com CIVIL Civil Site Group Inc. 4931 W. 35th St. - Suite 200 St. Louis Park, MN 55416 Contact: Patrick Sarver 952-250-2003 psarver@civilsitegroup.com Site Map IP1 { vail�Vmvgv. F 35 G 9 z W>B1T4 W�NNS i w SEE REVISED BUILDING PLANS MEETING CONDITIONS OF APPROVAL 3 2 U Za N � U LLI DZ ov yQc Vc� LLQ rn u o �.� 0 N 1 � N h > N 7 N m.� m N LL ZO Q In 0.Z Zt=O< Woa> W J Z0 fnm�a Q W _ UW >W W M F: C oE E CIVIL DRAWING INDEX S1 Survey C1.0 Removals Plan C2.0 Site Plan C3.0 Grading Plan C4.0 Utility Plan C5.0 SWPPP 1 of 2 C5.1 SWPPP 2 of 2 C6.0 Details City C6.1 Details City C6.2 Details City C7.0 Landscape Plan Project Team OWNER NHH Chanhassen Partners, LLC Contact: Adam Seraphine 612-716-9052 adam@nhhproperties.com ARCHITECT DJR Architecture, Inc. 333 Washington Avenue N Union Plaza, Suite 210 Minneapolis, MN 55401 Contact: Sheldon Berg 612.676.2719 612.676.2796 (fax) sberg@djr-inc.com CIVIL Civil Site Group Inc. 4931 W. 35th St. - Suite 200 St. Louis Park, MN 55416 Contact: Patrick Sarver 952-250-2003 psarver@civilsitegroup.com Site Map IP1 { vail�Vmvgv. F 35 G 9 z W>B1T4 W�NNS i w SEE REVISED BUILDING PLANS MEETING CONDITIONS OF APPROVAL 3 2 U Za N � U LLI DZ ov yQc Vc� LLQ rn u o �.� 0 N 1 � N h > N 7 N m.� m N LL ZO Q In 0.Z Zt=O< Woa> W J Z0 fnm�a Q W _ UW >W W M F: C oE E 0 m N d Tr `t cad N w O E E ° v c - t aa5 � m n m Y N 4.1a C y 0 O w m N T 6'y L d � $ 3 n< z c a -jtwQ a Z Vl an w tt U 0 U � o r- T a � a d iS C Il 0 0 U 0� m 0 CITY OF RECEIVED SSEN OC71 0 4 2013 CHARHASSEN PUNNING DEPT Ilk D C B A 4 161'-11" 10 7'-7" 27'-51/2" 6'-0" 2'-0" op 01 ol 612 4'-8" 6'-0" 4'-8" 6'-0" 0 '7 1' A200 0` iv 0 A3 A o 0 io 0A 3 0 v 12 O" \\ 3 1'-10 3/4" 6'-0" 24'-0" 6'-10 1/4" 0Aw \\ Ll ol \\ O 4'-8" 4'-8" 4'-8" 4'-8" 5'-4" A \\ w 8 1ZA 3 \\ ro co y \ (V \\ \\ Ci `° ECH co \\ \\ \\ \\ \\ 011pw A4 A200 A" 01 A200 A2 0 0 ZN \\ 2 RETAIL 10,443 TOTAL BUILDING 5' GROSS SF A" V \\ \ Aw co \\ A Ow w B 6:701�q„ Al 8,o+ p 5.A" A200 Vw 36�+ S 6 Ow 6Aw 'q+ S' 6 , 0 .q+ 1 �0�3jq+ oA31pw 1 N Al FLOOR PLAN 1/8 = 1 -0 U Za _�� W : iY � �z t:6 me U4H W opo C p N =mmc- c(D N Nm5;co LLLL Cl) d w F' m O 0 U mm _m m m 00 U) o U m Cl) a n N C U a N .i _m m m m a Cl)� m N D C B A U Zo N � � W'� � U �U C :)z 0D VV odd W 'ONCAt7 I... C N 2L r- 0- r- co r- 4 ?y c t0 co C N to to M AA U SEE A1/A200 FOR cO TYPICAL NOTES . r ih 1001-0" ALM el 1...� VV cc 0 A4 EAST EXTERIOR ELEVATION 15 18 0 U r C E o E � _TL N J N m ° E m Eo0 c _ t _ J mnci9 w r L 3 N o N Z d * V C W Q F U - ao SEE Al/A200 FOR TYPICAL NOTES io ca ci o 09LE — _ — — — - --�—�� I1 1 1—� �— — — �— - - .- ..... - — — — — — — — — 100 - o a o o U -. .. ......... .... . .... ....... .-...- .. _ _ Level l o m L° r A3 PARKING LOT ELEVATION 1/8 = 1 -0 2 d AGE � - a PUBLIC WAY PERCENTAGE OF GLAZING < 12' ABOVE GRADE o SEE At/A200 FOR TYPICAL NOTES y HIGHWAY 5 (SOUTHEAST) ELEVATION = 50% CORNER (SOUTH) ELEVATION = 54% GREAT PLAINS BLVD. (WEST) ELEVATION = 50% — Lev—ell 100'-0- � WEST EXTERIOR ELEVATION �n z SIGNAGE ALLOWED BY CODE � PREFINISHED METAL w PARAPET CAPS, TYP. /�' co co I I 11H S� • PREFINISHED METAL PANEL Z a �� -7PF PREFINISHED METAL OVERHANG 1 w i p fA � - o � STOREFRONT W/INSULATED rt w of io GLAZING `V O c (o PREFINISHED METAL SUN LOUVERScf) a z STONE VENEER ¢ W STUCCOIT V O o L ,- ELI Level of R 100'-0" c7 t CAST STONE SILL w INTEGRAL COLOR BURNISHED Al HIGHWAY 5 ELEVATION BLOCK VENEER AL AO%ikP I 04-4A C J S U m c � m O OaJN z �' W m K c m a 4 N N U N 00m o v � T � � N O a N ❑ ❑ U ui m O 3 m m K c m a A j N N N A210 v a tR Mi as o I a EOR ILET I w U JOSH MITZER LOT , CURRENT OWNER: >o r -•�,' /Kirk D. i, '= I I I I SIGN T I K21 BLOCK 1 BLOCK 1 GL PID: 25287DO30LLC pirc=w I 4 I I II II I I w I I I INLET I ATEWAY EAST CARVER COUNTY RECORDER zwzmz W TOTAL N,402,g" U a Tri LO 2 4 GATEWAY EAST DDC.: UNKNOWN r5M. N- o I o o I o BLOCK z CURRENT USE: ' �t�z CITY OF CHANHASSEN RETAIL STORE o^ o I I o o I o E5 GA I m CARVER COUNTY � IU m l m m l � z 0 F ESOTA w� vi o m m i owNER: BROPID: R: iN vl I l o I o~ qSSTI 25 870010 I u1 I m z I z CAR IER CI U KNOWNREC RDER 'Vis' `LAs' (N89• 1•E) 51 STREET UrWT X1nd *01 STREET UGHT 0 F' IND X. 77,53 LJa ® d� 77.67 IND !, E 15 FI. SEWER ... e vo_tASL-_.-l+-- r— FT. V" "WHITE12551 CAP P T OF THE 7" ((�Y 7E _1F -_._ .-1`IE 3, X116 15 FT. � 'SETBACK LINE > W! ..LL m STATE OF MIND OTAEll gu LDC. TO PL f LL 11.0 FT. ASPH LT DRIVE e/ o ' V USINE 11N 61.9 FT. SURVEY ARE A'N1 FS'( / d 49,414.5 SO. FT. tis SeP CESS / CONCRETE PARKING �n AREA 1.134 ACRES LOT IN FAIR CONDITION �d m� LIGHT { dREA Y TO PL ' CURRENT O TOp 1T BFT. /%� �''� VACUUM �� MOCO PID: 50 01 COMPANY SIGN uo ¢y C^V " AR zz CARVERDOCUNTY U KN011T1 ?r= v C PRESSOR CURRENT USE: RECORDER xo a PUMP GAS MP GAS PUMP S STATION AND CAR WASH ` �z iz �F VS1_AND ISL ISLAND EA o , U T oi ✓ o N at QPM / PSS ON" B G TO PL ,n 0. O u 80.2 FT. a OVA UUM 2„({_ , Vll .� e; REA ' �-- 2U 9 999 AREA: ,,,I11 z Z / �( GHT x 1.029.9 SQ. FT.�/ Y Q O r i VE �iNiR'�t c39.p'L/ / �yP`\G IIDING HEIGHn . rc w 80.4 PL 10.8 : /- 0� O LIGHT 4. AREA B 60 v 441 / ' BOX rw IGEA TPOSDPHONE Sewe / ITER o / 1(`Z .rAOYHL 16.5 FT. / G PUMP GAS P GAS MP a+ n rii ND ISL D MUM ti/ ONCRETE PARKING LO CONDITION E / c. // // J2 • (58950'18•YO 34.38' 35.677) c �P F 5 1ePFFi pact JZ oe SIGN IC2' /// //' //A�'YO• /// k 4r ST OR P$ TRA 1 / / Vj40 F VvVi�` NOTES CORRESPOND.' E F I 1_� I z m I m 0I 0 z I z 7=AST A I INLE TO "B": ETHIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA OM.H. 's / / / / / / / / 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND/OR ARE NOT MATTERS OR ISSUES THAT PERTAIN TO THIS SURVEY. ,r / / / / / EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS. PAGE 83 / /NIL /' / / / /' 15 AS DOCUMENT NO. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS DOCUMENT NO. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED v�ZseoJ//�N�P / HEREON. -'``�s / STATEMENT OF ENCROACHMENTS: 4s,° // c / a THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 `�; / / / FEET ON THE EASTERLY END. r '�� / / / / ZONING: "BH" MGHWAY AND DISTRICT: STANDARDS: ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: / EAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT e°'� ANY ONE SIDE IN SQUARE FEET STORIES " ew S WHOM20,000 SYMBOL AND ABBREVIATION LEGEND: "N" DENOTES: NORTH (DIRECTION) 0.00' DENOTES: RECORD DIMENSION S" DENOTES: SOUTH (DIRECTION) (0.00) DENOTES: FIELD DIMENSION "E" DENOTES: EAST (DIRECTION +" DENOTES: ASSUMED BEARING "W" DENOTES: WEST (DIRECTION; 0" DENOTES: SURVEY MONUMENT FOUND "BRG.' DENOTES: BEARING (ANGULAR MEASUREMENT) O" DENOTES: 1/2" IRON PIN & CAP SET DENOTES: DEGREES (ANGULAR MEASUREMENT) A" DENOTES: STONE MONUMENT FOUND DENOTES: MINUTES (ANGULAR MEASUREMENT) "p" DENOTES: CONCRETE MONUMENT FOUND DENOTES: SECONDS (ANGULAR MEASUREMENT) Y DENOTES: RAIL ROAD SPIKE FOUND "A" DENOTES: DELTA (CURVE MEASUREMENT) '18" DENOTES: RAIL ROAD SPIKE SET " R ' DENOTES: RADIUS (CURVE MEASUREMENT) r" DENOTES: P.K. NAIL FOUND " T " DENOTES: TANGENT (CURVE MEASUREMENT) "x" DENOTES: P.K. NAIL SET " L ' DENOTES: LENGTH (CURVE MEASUREMENT) b+' DENOTES: WATER VALVE "CHD." DENOTES: CHORD (CURVE MEASUREMENT) 9pC DENOTES: FIRE HYDRANT "FT." DENOTES: FOOT OR FEET (LINEAR MEASUREMENT) "AUX." DENOTES: AUXILIARY DENOTES: FEET or FOOT (LINEAR MEASUREMENT) "P,L." DENOTES: PROPERTY LINE DENOTES: INCHES (LINEAR MEASUREMENT) "FC." DENOTES: FENCE "L. F." DENOTES: LINEAL FEET (LINEAR MEASUREMENT) "COR." DENOTES: CORNER "SQ." DENOTES: SQUARE (AREA MEASUREMENT) "HT." DENOTES: HEIGHT "D.I.P." DENOTES: DUCTILE IRON PIPE (WATER) "DIA." DENOTES: DIAMETER "V.C.P." DENOTES: VITRIFIED CLAY PIPE (SANITARY) "A.C.C." DENOTES: ASPHALTIC CEMENT CONCRETE "R.C.P." DENOTES: REINFORCED CONCRETE PIPE (STORM) "P.C.C." DENOTES: PORTLAND CEMENT CONCRETE "NAT." DENOTES: NATURAL (NATURAL GAS) "BLDG" DENOTES: BUILDING "ELEC." DENOTES: ELECTRIC "PKG." DENOTES: PARKING "HR." DENOTES: HOUR STATE OF MINNESOTA GRAPHIC SCALE 0 30 60 1 Inch = 30 Ft. SATE MI ESOTA an CENTER PARK W. 79TH ST. SURVEY gSITE e+' m � ao 3 CITY OF ° CHANHASSEN RICE MAR91 LAKE PMR GRAPHIC SCALE IN FEET 0 1.500 3.000 VICINITY MAP REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER GAS PUMP ISLAND a tR Mi as o I EOR ILET TOTAL NUMBER OF JOSH MITZER SPACE: ( I I s -•�,' /Kirk D. i, '= SPACES: I I PLANNING DEPARTMENT SIGN T I I I I I I i STANDARD: I z < I � I II II I I w I I i1 INLET I i I� p T I TOTAL N,402,g" U a Tri I 4 wro Io en 1 w INLET 00 i z II z 000 Ivy rI Z I LL z I m I m LEG. IU m I a m � a � z 0 x o CA I C\2 N m i o' I Q V I � I � I O I �r IND X. 77,53 LJa ® d� 77.67 IND !, E 15 FI. SEWER ... e vo_tASL-_.-l+-- r— FT. V" "WHITE12551 CAP P T OF THE 7" ((�Y 7E _1F -_._ .-1`IE 3, X116 15 FT. � 'SETBACK LINE > W! ..LL m STATE OF MIND OTAEll gu LDC. TO PL f LL 11.0 FT. ASPH LT DRIVE e/ o ' V USINE 11N 61.9 FT. SURVEY ARE A'N1 FS'( / d 49,414.5 SO. FT. tis SeP CESS / CONCRETE PARKING �n AREA 1.134 ACRES LOT IN FAIR CONDITION �d m� LIGHT { dREA Y TO PL ' CURRENT O TOp 1T BFT. /%� �''� VACUUM �� MOCO PID: 50 01 COMPANY SIGN uo ¢y C^V " AR zz CARVERDOCUNTY U KN011T1 ?r= v C PRESSOR CURRENT USE: RECORDER xo a PUMP GAS MP GAS PUMP S STATION AND CAR WASH ` �z iz �F VS1_AND ISL ISLAND EA o , U T oi ✓ o N at QPM / PSS ON" B G TO PL ,n 0. O u 80.2 FT. a OVA UUM 2„({_ , Vll .� e; REA ' �-- 2U 9 999 AREA: ,,,I11 z Z / �( GHT x 1.029.9 SQ. FT.�/ Y Q O r i VE �iNiR'�t c39.p'L/ / �yP`\G IIDING HEIGHn . rc w 80.4 PL 10.8 : /- 0� O LIGHT 4. AREA B 60 v 441 / ' BOX rw IGEA TPOSDPHONE Sewe / ITER o / 1(`Z .rAOYHL 16.5 FT. / G PUMP GAS P GAS MP a+ n rii ND ISL D MUM ti/ ONCRETE PARKING LO CONDITION E / c. // // J2 • (58950'18•YO 34.38' 35.677) c �P F 5 1ePFFi pact JZ oe SIGN IC2' /// //' //A�'YO• /// k 4r ST OR P$ TRA 1 / / Vj40 F VvVi�` NOTES CORRESPOND.' E F I 1_� I z m I m 0I 0 z I z 7=AST A I INLE TO "B": ETHIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA OM.H. 's / / / / / / / / 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND/OR ARE NOT MATTERS OR ISSUES THAT PERTAIN TO THIS SURVEY. ,r / / / / / EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS. PAGE 83 / /NIL /' / / / /' 15 AS DOCUMENT NO. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS DOCUMENT NO. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED v�ZseoJ//�N�P / HEREON. -'``�s / STATEMENT OF ENCROACHMENTS: 4s,° // c / a THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 `�; / / / FEET ON THE EASTERLY END. r '�� / / / / ZONING: "BH" MGHWAY AND DISTRICT: STANDARDS: ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: / EAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT e°'� ANY ONE SIDE IN SQUARE FEET STORIES " ew S WHOM20,000 SYMBOL AND ABBREVIATION LEGEND: "N" DENOTES: NORTH (DIRECTION) 0.00' DENOTES: RECORD DIMENSION S" DENOTES: SOUTH (DIRECTION) (0.00) DENOTES: FIELD DIMENSION "E" DENOTES: EAST (DIRECTION +" DENOTES: ASSUMED BEARING "W" DENOTES: WEST (DIRECTION; 0" DENOTES: SURVEY MONUMENT FOUND "BRG.' DENOTES: BEARING (ANGULAR MEASUREMENT) O" DENOTES: 1/2" IRON PIN & CAP SET DENOTES: DEGREES (ANGULAR MEASUREMENT) A" DENOTES: STONE MONUMENT FOUND DENOTES: MINUTES (ANGULAR MEASUREMENT) "p" DENOTES: CONCRETE MONUMENT FOUND DENOTES: SECONDS (ANGULAR MEASUREMENT) Y DENOTES: RAIL ROAD SPIKE FOUND "A" DENOTES: DELTA (CURVE MEASUREMENT) '18" DENOTES: RAIL ROAD SPIKE SET " R ' DENOTES: RADIUS (CURVE MEASUREMENT) r" DENOTES: P.K. NAIL FOUND " T " DENOTES: TANGENT (CURVE MEASUREMENT) "x" DENOTES: P.K. NAIL SET " L ' DENOTES: LENGTH (CURVE MEASUREMENT) b+' DENOTES: WATER VALVE "CHD." DENOTES: CHORD (CURVE MEASUREMENT) 9pC DENOTES: FIRE HYDRANT "FT." DENOTES: FOOT OR FEET (LINEAR MEASUREMENT) "AUX." DENOTES: AUXILIARY DENOTES: FEET or FOOT (LINEAR MEASUREMENT) "P,L." DENOTES: PROPERTY LINE DENOTES: INCHES (LINEAR MEASUREMENT) "FC." DENOTES: FENCE "L. F." DENOTES: LINEAL FEET (LINEAR MEASUREMENT) "COR." DENOTES: CORNER "SQ." DENOTES: SQUARE (AREA MEASUREMENT) "HT." DENOTES: HEIGHT "D.I.P." DENOTES: DUCTILE IRON PIPE (WATER) "DIA." DENOTES: DIAMETER "V.C.P." DENOTES: VITRIFIED CLAY PIPE (SANITARY) "A.C.C." DENOTES: ASPHALTIC CEMENT CONCRETE "R.C.P." DENOTES: REINFORCED CONCRETE PIPE (STORM) "P.C.C." DENOTES: PORTLAND CEMENT CONCRETE "NAT." DENOTES: NATURAL (NATURAL GAS) "BLDG" DENOTES: BUILDING "ELEC." DENOTES: ELECTRIC "PKG." DENOTES: PARKING "HR." DENOTES: HOUR STATE OF MINNESOTA GRAPHIC SCALE 0 30 60 1 Inch = 30 Ft. SATE MI ESOTA an CENTER PARK W. 79TH ST. SURVEY gSITE e+' m � ao 3 CITY OF ° CHANHASSEN RICE MAR91 LAKE PMR GRAPHIC SCALE IN FEET 0 1.500 3.000 VICINITY MAP REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER GAS PUMP ISLAND SOURCE OF ZONING INFORMATION: tY IE -1 I ' TOTAL NUMBER OF JOSH MITZER SPACE: I I SPACES REQUIRED ROUTE -•�,' /Kirk D. i, '= SPACES: I I PLANNING DEPARTMENT SIGN T _*: 22663 }*_ I I I I I I I I I STANDARD: STORM z < I I I I I I w I dz I II II I I w I I M INLET z COMPACT 0 T TOTAL U U STORM 4 INLET z II z O z I m I m LEG. m I M.H. � I o m o' I I I IND X. 77,53 LJa ® d� 77.67 IND !, E 15 FI. SEWER ... e vo_tASL-_.-l+-- r— FT. V" "WHITE12551 CAP P T OF THE 7" ((�Y 7E _1F -_._ .-1`IE 3, X116 15 FT. � 'SETBACK LINE > W! ..LL m STATE OF MIND OTAEll gu LDC. TO PL f LL 11.0 FT. ASPH LT DRIVE e/ o ' V USINE 11N 61.9 FT. SURVEY ARE A'N1 FS'( / d 49,414.5 SO. FT. tis SeP CESS / CONCRETE PARKING �n AREA 1.134 ACRES LOT IN FAIR CONDITION �d m� LIGHT { dREA Y TO PL ' CURRENT O TOp 1T BFT. /%� �''� VACUUM �� MOCO PID: 50 01 COMPANY SIGN uo ¢y C^V " AR zz CARVERDOCUNTY U KN011T1 ?r= v C PRESSOR CURRENT USE: RECORDER xo a PUMP GAS MP GAS PUMP S STATION AND CAR WASH ` �z iz �F VS1_AND ISL ISLAND EA o , U T oi ✓ o N at QPM / PSS ON" B G TO PL ,n 0. O u 80.2 FT. a OVA UUM 2„({_ , Vll .� e; REA ' �-- 2U 9 999 AREA: ,,,I11 z Z / �( GHT x 1.029.9 SQ. FT.�/ Y Q O r i VE �iNiR'�t c39.p'L/ / �yP`\G IIDING HEIGHn . rc w 80.4 PL 10.8 : /- 0� O LIGHT 4. AREA B 60 v 441 / ' BOX rw IGEA TPOSDPHONE Sewe / ITER o / 1(`Z .rAOYHL 16.5 FT. / G PUMP GAS P GAS MP a+ n rii ND ISL D MUM ti/ ONCRETE PARKING LO CONDITION E / c. // // J2 • (58950'18•YO 34.38' 35.677) c �P F 5 1ePFFi pact JZ oe SIGN IC2' /// //' //A�'YO• /// k 4r ST OR P$ TRA 1 / / Vj40 F VvVi�` NOTES CORRESPOND.' E F I 1_� I z m I m 0I 0 z I z 7=AST A I INLE TO "B": ETHIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA OM.H. 's / / / / / / / / 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND/OR ARE NOT MATTERS OR ISSUES THAT PERTAIN TO THIS SURVEY. ,r / / / / / EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS. PAGE 83 / /NIL /' / / / /' 15 AS DOCUMENT NO. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS DOCUMENT NO. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED v�ZseoJ//�N�P / HEREON. -'``�s / STATEMENT OF ENCROACHMENTS: 4s,° // c / a THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 `�; / / / FEET ON THE EASTERLY END. r '�� / / / / ZONING: "BH" MGHWAY AND DISTRICT: STANDARDS: ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: / EAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT e°'� ANY ONE SIDE IN SQUARE FEET STORIES " ew S WHOM20,000 SYMBOL AND ABBREVIATION LEGEND: "N" DENOTES: NORTH (DIRECTION) 0.00' DENOTES: RECORD DIMENSION S" DENOTES: SOUTH (DIRECTION) (0.00) DENOTES: FIELD DIMENSION "E" DENOTES: EAST (DIRECTION +" DENOTES: ASSUMED BEARING "W" DENOTES: WEST (DIRECTION; 0" DENOTES: SURVEY MONUMENT FOUND "BRG.' DENOTES: BEARING (ANGULAR MEASUREMENT) O" DENOTES: 1/2" IRON PIN & CAP SET DENOTES: DEGREES (ANGULAR MEASUREMENT) A" DENOTES: STONE MONUMENT FOUND DENOTES: MINUTES (ANGULAR MEASUREMENT) "p" DENOTES: CONCRETE MONUMENT FOUND DENOTES: SECONDS (ANGULAR MEASUREMENT) Y DENOTES: RAIL ROAD SPIKE FOUND "A" DENOTES: DELTA (CURVE MEASUREMENT) '18" DENOTES: RAIL ROAD SPIKE SET " R ' DENOTES: RADIUS (CURVE MEASUREMENT) r" DENOTES: P.K. NAIL FOUND " T " DENOTES: TANGENT (CURVE MEASUREMENT) "x" DENOTES: P.K. NAIL SET " L ' DENOTES: LENGTH (CURVE MEASUREMENT) b+' DENOTES: WATER VALVE "CHD." DENOTES: CHORD (CURVE MEASUREMENT) 9pC DENOTES: FIRE HYDRANT "FT." DENOTES: FOOT OR FEET (LINEAR MEASUREMENT) "AUX." DENOTES: AUXILIARY DENOTES: FEET or FOOT (LINEAR MEASUREMENT) "P,L." DENOTES: PROPERTY LINE DENOTES: INCHES (LINEAR MEASUREMENT) "FC." DENOTES: FENCE "L. F." DENOTES: LINEAL FEET (LINEAR MEASUREMENT) "COR." DENOTES: CORNER "SQ." DENOTES: SQUARE (AREA MEASUREMENT) "HT." DENOTES: HEIGHT "D.I.P." DENOTES: DUCTILE IRON PIPE (WATER) "DIA." DENOTES: DIAMETER "V.C.P." DENOTES: VITRIFIED CLAY PIPE (SANITARY) "A.C.C." DENOTES: ASPHALTIC CEMENT CONCRETE "R.C.P." DENOTES: REINFORCED CONCRETE PIPE (STORM) "P.C.C." DENOTES: PORTLAND CEMENT CONCRETE "NAT." DENOTES: NATURAL (NATURAL GAS) "BLDG" DENOTES: BUILDING "ELEC." DENOTES: ELECTRIC "PKG." DENOTES: PARKING "HR." DENOTES: HOUR STATE OF MINNESOTA GRAPHIC SCALE 0 30 60 1 Inch = 30 Ft. SATE MI ESOTA an CENTER PARK W. 79TH ST. SURVEY gSITE e+' m � ao 3 CITY OF ° CHANHASSEN RICE MAR91 LAKE PMR GRAPHIC SCALE IN FEET 0 1.500 3.000 VICINITY MAP REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER GAS PUMP ISLAND STATEMENT OF GENERAL NOTES: THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. THERE IS NO KNOWLEDGE OF COMPLETED OR PROPOSED RIGHT OF WAY CHANGES FROM THE CONTROLLING JURISDICTIONS. THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. THERE WAS NO OBSERVED EVIDENCE THAT THE SUBJECT PROPERTY OR ADJOINING PROPERTIES, HAVE OR WERE USED AS A CEMETERY. 14 011" I � 1 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERMCE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTIUTIES SHOWN ARE IN EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTIUTIES SHOWN HEREON. CALL BEFORE YOU DIG! MINNESOTA - GOPHER 800-252-1166 ALTA/ACSM LAND TITLE & DESIGN SURVEY CAMELOT CONVENIENCE / B.P. STATION 7905 GREAT PLAINS BOULEVARD, CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT LEGAL DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NEI/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NWI/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS72 .7 FEET T ( 2 ) EE 0 THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WTH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY UNE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NWI/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY UNE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY UNE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST UNE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. SURVEY LEGAL DESCRIPTION: A SURVEY OF THAT PART OF NW X OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S0075'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N89'34'31"E 60.66 FEET ALONG A UNE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N8934'311 335.35 FEET ALONG A UNE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE 589'50'18"W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAID PARCEL 2098; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY UNE OF STATE TRUNK HIGHWAY NO. 101; THENCE NOO'11'OO"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY UNE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 A.M. BASIS OF BEARINGS: THE BEARING OF S00'25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER Of THE NORTHEAST QUARTER, SECTION 13, T116N, R23W, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED DIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE MOTH PUBUC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. F.E.M.A. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD SURVEYOR'S CERTIFICATION: TO: CAMELOT CONVIENCE & QUALITY FUEL & FOOD, BP PRODUCTS NORTH AMERICA, INC., ROSA ARCHITECTURAL GROUP, AND CHICAGO TITLE INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNS; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (i) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1-4, 5, 6, 7(a) -(c), 8-10, 11(a & b) AND 13-16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS'. 06/24/2011 SOURCE OF ZONING INFORMATION: TYPE of TOTAL NUMBER OF JOSH MITZER SPACE: EXISTING SPACES REQUIRED -•�,' /Kirk D. i, '= SPACES: BY ZONING: PLANNING DEPARTMENT ------------------------------------ _*: 22663 }*_ KIRK D. ESCHLIMAN, PLS, MINNESOTA LICENSE NO. 22663 7700 MARKET BOULEVARD STANDARD: 3 5 CHANHASSEN, MINNESOTA 55317 HANDICAP : 0 1 PH.: 952-227-1100 COMPACT 0 0 TOTAL 3 6 STATEMENT OF GENERAL NOTES: THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. THERE IS NO KNOWLEDGE OF COMPLETED OR PROPOSED RIGHT OF WAY CHANGES FROM THE CONTROLLING JURISDICTIONS. THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. THERE WAS NO OBSERVED EVIDENCE THAT THE SUBJECT PROPERTY OR ADJOINING PROPERTIES, HAVE OR WERE USED AS A CEMETERY. 14 011" I � 1 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERMCE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTIUTIES SHOWN ARE IN EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTIUTIES SHOWN HEREON. CALL BEFORE YOU DIG! MINNESOTA - GOPHER 800-252-1166 ALTA/ACSM LAND TITLE & DESIGN SURVEY CAMELOT CONVENIENCE / B.P. STATION 7905 GREAT PLAINS BOULEVARD, CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT LEGAL DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NEI/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NWI/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS72 .7 FEET T ( 2 ) EE 0 THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WTH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY UNE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NWI/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY UNE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY UNE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST UNE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. SURVEY LEGAL DESCRIPTION: A SURVEY OF THAT PART OF NW X OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S0075'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N89'34'31"E 60.66 FEET ALONG A UNE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N8934'311 335.35 FEET ALONG A UNE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE 589'50'18"W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAID PARCEL 2098; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY UNE OF STATE TRUNK HIGHWAY NO. 101; THENCE NOO'11'OO"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY UNE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 A.M. BASIS OF BEARINGS: THE BEARING OF S00'25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER Of THE NORTHEAST QUARTER, SECTION 13, T116N, R23W, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED DIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE MOTH PUBUC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. F.E.M.A. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD SURVEYOR'S CERTIFICATION: TO: CAMELOT CONVIENCE & QUALITY FUEL & FOOD, BP PRODUCTS NORTH AMERICA, INC., ROSA ARCHITECTURAL GROUP, AND CHICAGO TITLE INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNS; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (i) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1-4, 5, 6, 7(a) -(c), 8-10, 11(a & b) AND 13-16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS'. 06/24/2011 w....... o`,,`�NNSN-p',9 %' ` -•�,' /Kirk D. i, '= 10 1 Eschliman i ------------------------------------ _*: 22663 }*_ KIRK D. ESCHLIMAN, PLS, MINNESOTA LICENSE NO. 22663 = Waterloo MY LICENSE RENEWAL DATE IS: JUNE 30, 2012Iowa •fJ ''��,,•'•j[»J•g•V•,'�,•�p.F,.`'"` SHEETS COVERED BY THIS SIGNATURE & SEAL: SHEET 1 OF 1 DATE OF ORIGINAL SURVEY: JULY 01, 2005 DATE OF UPDATE SURVEY: DECEMBER 09, 2010 DATE OF LAST REVISION: JUNE 24, 2011 TITLE REPORT BY: CHICAGO TITLE INSURANCE COMPANY ORDER NO.: CA 24384 EFFECTIVE DATE: OCTOBER 27, 2004 AT 7:00 AN CERTIFICATION DEFINED: THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A LICENSED PROFESSIONAL LAND SURVEYOR, IN THE PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EITHER EXPRESS OR IMPLIED. *PER SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE F t ex"I 6 1 -I N Ln N - N N � I � i I (N89-34'31" 60'66' I I _ I I I I I ' I II I I ' � - I I I 1 I I I ♦fro I I I I I 1 ' I I I 1 I I M� iia' I ^ I Iv I I al I� I I I� I I I I`w I I I I I I IV 1 I I I I I I I I I I I I I I I 1 I I � I 1 I I I I � 1 ' 1 I 1 I I I I I I I I I I I I I I I 1 I 1 I I I I I I I , I I 1 I I I 1 LEGEND: I I I I I BLDG. M ! 61.7 F .53 all 1 QR ��IV`•l �.rV Vr �. tL� r BLDG. TO PL.. 60.4 f- s92s(6S 3�'wJ J 1 r 740A 1\ ' J 1 v 1 1 1 1 1 1 1 I I I I I 1 I 1 I f I 1 I I J- I I 0 77.67 do --------------- AAA ------------IIA I R xfx CONCRETE PARYIPG "w k 7 J c 7 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: Ci �- ;; j BLDG. TO PL - L. -60 ,'�,✓ 602 FT -�_ ��IV`•l �.rV Vr �. tL� r BLDG. TO PL.. 60.4 f- s92s(6S 3�'wJ J 1 r 740A 1\ ' J 1 v 1 1 1 1 1 1 1 I I I I I 1 I 1 I f I 1 I I J- I I 0 77.67 do --------------- AAA ------------IIA I R xfx CONCRETE PARYIPG "w k IfiTnI rASi? CQjrIi'!('.i: J c Q 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: 8. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE ,'�,✓ �0 W w LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. --932 -- EX. 1' CONTOUR ELEVATION INTERVAL 1.1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE �Q V 1511 D - Q < EXISTING SPOT GRADE ELEVATION �xlls!0 *A ( S89'50' i 8."W) 34.38' (35.67') � _ MN.D.OS.-RAX: COMB O ACCESS _ -14, REMOVAL NOTES: (N89.34'31 "E) (335.35') x OVACUUM VENT t�J AREA 4�z 4y LIGHTi X�i '#4-' �r/� vlt I dl GAS PUM 6jb�+ l � �♦ � v // 13x2 r "�im, G CloviolSlete G R O U P / 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver / 763-213-3944 952-250-2003 (Sl�'4. , 34.11 62.66'04 29'E DJR ,� 62.66 r \ ARCHITECTURE, INC 333 Wa n Ave N• Guile 270 Miea Mlnn6.27pDlis, Minnesota 55401 612.676.2700 www.tllr-inc.com SEE SITE SURVEY FOR EXISTING ITEMS LEGEND AND SYMBOLS J c Q 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: 8. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE Z �0 W w LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. --932 -- EX. 1' CONTOUR ELEVATION INTERVAL 1.1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE �Q V Z - Q < EXISTING SPOT GRADE ELEVATION 1.2. INSTALL SILT FENCE AROUND SITE, & INLET PROTECTION IN AND 9. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON Z a AROUND CATCH BASINS. J THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED Q DRAINAGE ARROW 1.3. CLEAR AND GRUB REMAINDER OF SITE WORK -SEE SHEETS LAYOUT AND GRADING PLANS -SHEETS 1.4. PREP AND TRANSITION TO NEW CONSTRUCTION ACTIVITIES Q LLI 2 10. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE U CD 2. REMOVALS DISTURBANCE LENGTH OF TIME: PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. ---------------- HEAVY DUTY SILT FENCE INLET PROTECTION 2.1. THE REMOVALS TIMING FOR THIS PROJECT IS EXPECTED TO LAST 11. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION --� 15-30 DAYS UNTIL THE START OF NEW CONSTRUCTION. LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN PAVEMENT REMOVAL AND EXCAVATION (AND THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, REPLACEMENT) FOR INSTALLATION OF UTILITIES 3. TEMPORARY AND PERMANENT STABILIZATION: DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. REMOVE BUILDING, BLOCK, & FOUNDATIONS 3.1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, INCLUDING OVERHEAD CANOPY STRUCTURE AND PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED 12. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL FOOTINGS, ALL UNDERGROUND FACILITIES AND WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. APPURTENANCES SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF 13. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE r. ROCK CONSTRUCTION ENTRANCE ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE TO THE CITY. LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. 14. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING REMOVE TREE 4. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND (SHEET C5.0 & C5.1) FOR CONSTRUCTION STORM WATER MANAGEMENT APPROVED BY THE CITY PRIOR TO CONSTRUCTION. PLAN AFTER DEMOLITION AND REMOVALS ARE COMPLETE. 15. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO 5. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK GOPHER STATE ONE CALL ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE TO THE CITY. WWW.GOPHERSTATEONECALL.ORG 6. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY (800) 25TOLL FREE OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 16. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO (6511)) 4 454-54-0002 LOCAL 7. EXISTING PAVEMENTS SHALL BE AS SHOWN ON POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL JOINT O PROPOSED THE DRAWINGS OR 11iE NEAREST JOINT FOR PROPOSED PAVEMENT CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL CONNECTIONS. BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 18. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 19. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. N V = 20'-0" 10'-0" 0 20'-0" U W O CL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI 3ESOTA. Ma ew R. Pavek DATE 10/4/13 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE I DESCRIPTION REMOVALS PLAN cl wo RIGHT 2013 CIVIL SITE GROUP INC. F J c Q LO In w L L Z �0 W w W L L U) Q NZ �Q V Z - Q < Z _ U a. Z a J Q Z Q L Q LLI 2 U CD _ < I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI 3ESOTA. Ma ew R. Pavek DATE 10/4/13 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE I DESCRIPTION REMOVALS PLAN cl wo RIGHT 2013 CIVIL SITE GROUP INC. F Lo N N N 0 I (n I � I I N89-314'31 " 60'66' I I I � I I ' I I I I — I 1 — I 1 I 1 1 i I I II I 1 I 'I i 1 I 1 ' 1 I / I I I I II ' QI1 fI I w I �I 1 i I F�7nl ' I i � 1 A I I i I I I I I IV 1 I I I 1 I ' I I I I I ; I I i 1 ; I I I I I � I ' 1 I I I I I I I I I I I I I 1 I 1 I 1 I I I 1 I I I 1 I I I I I I I 1 I I I I I 1 I I i 1 I I 1 1 � I I I 1 I 1 ! I � LEGEND: a• MGM, I I I I I I 1 I I i MATCH n 1 II I II n II 00 ' W � II If I � I 1 000 ivy I � I I I I I I I 1 � I I I I I I I I I I I I I I I 1 I I I I I I 1 MATCH I I I I I 1 J � 1 i 11 I I` 1 1\ 1 J 1 � I 5 'O C= CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) DECORATIVE PAVEMENT AS SPECIFIED K ROCK MAINTENANCE STRIP HEAVY DUTY BITUMINOUS PAVEMENT ® ACCESSIBLE PARKING PAVEMENT MARKING --- PROPERTY LINE CURB & GUTTER - T.O. = TIP -OUT GUTTER — • — • — • — — UTILITY OR ACCESS EASEMENT GOPHER STATE ONE CALL NW W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL D J TRASH ENGLC� H/ 6ATE-5 r 8612 G36, TYP HVY. DUTY CC}NG. PAD, TYP 77r� fil D - 8612 G36, TYP 101 NORMAL DUTY BIT. PVMT., TYP '60 II II .-i• II !' n u u (N89°34'31 "E) 8612 636, TYP (335.35') 138.22 M ti __ I- I ---- [ ---- [ __ ____ 201.01----t- -- �___�__�---_ 23 -i 9A' 52 PARKINS SPACES TOTAL ��—�� RIBBON C4 8612 G36, TYP NORMAL DUTY I GONG. WALK 3 PATIO AREA BIT. PVh1T., TYP i4A' 12 40 CA RB C.0 r12 G G, 51 -OPE TO IN 6U kRDIA1 IN ARD ANN I I E FIRE DEPT. J CONNECTION PROPOSM BUILDINS 10,443 66F SITE LAYOUT NOTES: X 8 34.3.3 8'1 1 335. 1.401: WNTROU RAIN 6ARDEN EOF 50a r SANITARY EF5ENT/ (S;�4 . X2.66 °(62.66)Z9'E) 26 TYP 7 8612 036, TYP 0 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, 17. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, TYR D - 8612 G36, TYP 101 NORMAL DUTY BIT. PVMT., TYP '60 II II .-i• II !' n u u (N89°34'31 "E) 8612 636, TYP (335.35') 138.22 M ti __ I- I ---- [ ---- [ __ ____ 201.01----t- -- �___�__�---_ 23 -i 9A' 52 PARKINS SPACES TOTAL ��—�� RIBBON C4 8612 G36, TYP NORMAL DUTY I GONG. WALK 3 PATIO AREA BIT. PVh1T., TYP i4A' 12 40 CA RB C.0 r12 G G, 51 -OPE TO IN 6U kRDIA1 IN ARD ANN I I E FIRE DEPT. J CONNECTION PROPOSM BUILDINS 10,443 66F SITE LAYOUT NOTES: X 8 34.3.3 8'1 1 335. 1.401: WNTROU RAIN 6ARDEN EOF 50a r SANITARY EF5ENT/ (S;�4 . X2.66 °(62.66)Z9'E) 26 TYP 7 8612 036, TYP 0 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, 17. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, TYR INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING �U�y)r LL 06 J PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, LU PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER 18• BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE Q UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. = RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR J PREVIOUSLY APPROVED. = a THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT z 0 19. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP iii W BE CORRECTED AT NO ADDITIONAL COST TO OWNER. W TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH LINE. SEE LANDSCAPE DOCUMENTS. z ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE z LU A.D.A. REQUIREMENTS -SEE DETAIL. Q = ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF z a ° MATERIALS. STAKE LAYOUT FOR APPROVAL. 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED o 2 CD U LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW V 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS < OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL r = PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR z STREET OPENING PERMIT. UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO-TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE 10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE IMPROVEMENT MATERIALS. NOTED ON THE DRAWINGS -TAPER BETWEEN CURB TYPES -SEE DETAIL. 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR 11. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SITE IMPROVEMENTS. /2 SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. 15. STANDARD PARKING STALLS TO BE 9' WIDE x 20.0' LONG LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND NTH 25' DRIVE AISLES UNLESS OTHERWISE NOTED. SHALL BE AS SHOWN ON THE DRAWINGS. 16. HANDICAP PARKING STALLS TO BE 9' WIDE X 20' LONG WITH 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR 9' WIDE LOADING ZONE UNLESS OTHERWISE NOTED, SEE SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR DETAIL. C i vlS1t e G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 U LU O d DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.6762700v .Ejr-inc. om I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. A16; Ma-Rhew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY _ 10-4-131 SITE PLAN REVIEW REVISION SUMMARY DATE DESCRIPTION SITE PLAN N 1"= 20'-0" 10'-01, 0 20'-0" C200 ©COPYRIGHT 2013 CIVIL SITE GROUP INC �' Ion q JQJ0 to L0 z O LL �U�y)r LL 06 J W LU W Z W LL Li Q Q ~ = J = a d z 0 Z W 0 W LU iii W m W w Q z Q z LU Q = Z z a ° Q � = o 2 CD U LLJ V `:_ 0 < r = U z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. A16; Ma-Rhew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY _ 10-4-131 SITE PLAN REVIEW REVISION SUMMARY DATE DESCRIPTION SITE PLAN N 1"= 20'-0" 10'-01, 0 20'-0" C200 ©COPYRIGHT 2013 CIVIL SITE GROUP INC �' Ion q H t Ln N — N N o c � - I I (hJ89'34'31' 60'66' I I I I I I I I ' 1 I i > I I 1 it ' II I ' I i I I I I 1 I I ' I I I I - I I I W I , li 4��1 II I��I I�I n I I I � " wI r ' GY I ' I � i� I I,^ IV 1 I I I � I ' I I I I I I i II I I i I I I I I I I I I � I ' i I I I I I , I II ' I I I I I I I I I I , I 1 I I I I I I I I I I I I I I I I i I I I , I I 1 1 I I I LEGEND: I ---------- 1 -------------- _-------------ilk 31 (335.3�5 �� _ Z ,--------- _+-_ --- ---------- ---- _ --- (5�4 r _ 4 016 77 — - ss .7 �62.6�� ---- -->-- - -- - - _ > - �`�O _ - _ — \_ ------------- _ 952. 1 954.70)11 Z' (A- i - �� .'..,,�_�` /- ------ cp_ 954.12 ----------- 7-954 -_ _ 958 (' \ 954 I' �i —954.82I \1 954.7 957.42 �� 957.57 953.1013 n i ' MA rIA I "'I I � II I ` � Q Lr) � z cli w/�/ I � W w LLJ w w LL Z LL QJ = Q. 0 I , 0 Z I I I ;J I 1 / , I I , I 1 , I 1 , I , , I , , I -- I I , 1 I I I I I \ 1 I I I I I 19 954.80; 1' 1 I I 1 I (S89'50'1 8"W) \✓, - /- ,�, �\ 34.38' (35.67') � � ince mT.=R6w.: coN "A� GENERAL 6RAP I N6 NOTE5: 955.80 .54 EOF , 9-1 — EX. 1' CONTOUR ELEVATION INTERVAL 419 1' CONTOUR ELEVATION INTERVAL y �0ti SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) 722.OG SPOT GRADE ELEVATION GUTTER 722.08C SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) 722.OBS SPOT GRADE ELEVATION BOTTOM OF STAIRS tIx TIP OUT (T.O.) CURB AND GUTTER WHERE ---------------- APPLICABLE—TAPER GUTTERS TO DRAIN AS SHOWN 4 E 0 F EMERGENCY OVERFLOW )PHER STATE ONE CALL NW W.GOPHE RSTATEON ECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 1 2. SEE SITE PLAN FOR HORIZONTAL LAYOUT. 3. CONTRACTOR SHALL REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL 1 REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION, SOIL CORRECTION, TYPE OF BACKFILL, OR REQUIREMENTS. 1 4. EXCAVATION AND EMBANKMENT ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. 5. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN 1 ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 6. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 1 7. THE CONTRACTOR SHALL SCHEDULE SITE WORK TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOP—SOIL AND SODDING ACTIVITIES. 9. EXCESS FILL MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE CONTRACTOR OFF—SITE. 0. AREAS AND MATERIALS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL BE REPAIRED WITHIN 10 DAYS, IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT, AT NO EXPENSE TO THE OWNER. 1. PROPOSED SPOT GRADES ARE FLOWLINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 2. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 3. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. SLOPES GREATER THAN 3:1 REQUIRE SURFACE ROUGHENING BY EITHER "STAIRSTEP" GRADING, GROOVING, FURROWING, OR TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE EROSION CONTROL BLANKET AS SPECIFIED. SLOPES LESS THAN 3:1 NOT STABILIZED WITH VEGETATION SHALL HAVE THE SURFACE ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOD HAS BECOME STABILE AND MATURE. AT NO TIME THROUGHOUT THE DURATION OF THE CONTRACT, SHALL SLOPES BE A SMOOTH GRADE OR A COMPACTED SURFACE. 4. CONTRACTOR SHALL STRIP, STOCKPILE, AND RE—SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM COMPACTED DEPTH (PER LANDSCAPE PLAN) TO DISTURBED AREAS TO BE SEEDED OR SODDED. EROSION CONTROL NOTES: SEE SWPPP ON SHEET C5.0 & C5.1 A191111, 1" = 201-0" 10'-0" 0 20'-0" cl,v lSite G R o u P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 vrwwAj,in..00rn I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma ew R. Pavek DATE 10/4/13 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE I DESCRIPTION GRADING PLAN C380 ©COPYRIGHT 2013 CIVIL SITE GROUP INC. j O Q Lr) O z cli w/�/ _j W w LLJ w w LL Z LL QJ = Q. 0 Z 0 Z o6 W W LLJ V1 -1 W W a z Q Z > Q = Z a Q ° Q w = o 2 0 U w U `r)_ 0 2 Z U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma ew R. Pavek DATE 10/4/13 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE I DESCRIPTION GRADING PLAN C380 ©COPYRIGHT 2013 CIVIL SITE GROUP INC. N r- to N N N or - 0 in I I I I I I I I I I 1 1 I I I I 89`3;4'31" ) I I _ I 1 I I I ' I I I I - I I I I � I I E IE Pgl I IPROr / MAT ' VEFY PI �11 II � i CONNECT TO EX. 10' WATERMAIN WITH NETTAP PER CITY 5TANDARDS i w AND REGUIREMENTS. RESTORE 5TREET 5EGTION IN KIND ��m IT LEGEND: TO GB IOT AB .401S I II II II II i n It w CO u a j co It � u "rte II 100011 n v Io it (N89`34'31 "E) (335,35') 77 53 u 77.67 I RE=952b1 ---- j - -- -- ----- 1E-K12%q5Ohb LF 12' RLP h ��q! �I� g 5TORM 5EVIER I IE-Q53S n 0020% I FIRE DEFT. CONNECTION bO LF b GL 52 DIP AIN TO 5' FROM BLDG WITHIN BUILDING FOR AND DOME5TIC DINATE WITH 4NIGAL PLAN LL IN TRENGH OF VIED 2' EXI5TIN67 GE5 O MANHOLE OR CATCH BASIN .. GATE VALVE Y FIRE HYDRANT SANITARY SEWER STORM SEWER -� I- WATER MAIN GOPHER STATE ONE CALL NW W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL UTILITY NOTES: EXISTING b' PVC, SANITARY 5ERVIGE REU5E IF P05515LE. FIELD VERIFY 517E, DEPTH, CONDITION AND ELEVATION5 PRIOR TO GONSTRUGTION. G5-1 (21' DIA) RE=954.00 IE 5 I2"=951.00 IE OT b'=951.50 IE --c[5150 Ci vil' S i it e G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarvet 763-213-3944 952-250-2003 (S�'4 34.11 �_ 62.86>�429'e DJR �. (62 .66) ARCHITECTURE, INC ------------------------------------------- 333 Washington Ave N. Suite 210 Minneapolis, Minnesota 55401 612.676.2700..alr-Inn..in 159 a CONNECT TO / EX -63 (589`50'18"W) RE=95290 5HOT / / EX IE 5 12'=949.80 SHOT ' 34.38 (35.67') PROP fE N 120=950.30 90.0.140.111.: CON1RDM ACCESS CORE D131LI ® r 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE OTHERWISE NOTED. 26 2 J = Qto & 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. OR HIGH DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. W 2.b9 ' W Z W z LL Q0 O 10. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE Q OR TO END OF FLARED END SECTION. Z CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE a � W LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE 11. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING W ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR CIO FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE APPROVAL. Q FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH Q ARCHITECTURAL AND MECHANICAL PLANS. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. = z ° Z 12. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF = 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 CONNECT TO / EX -63 (589`50'18"W) RE=95290 5HOT / / EX IE 5 12'=949.80 SHOT ' 34.38 (35.67') PROP fE N 120=950.30 90.0.140.111.: CON1RDM ACCESS CORE D131LI ® r 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE OTHERWISE NOTED. ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT J = O Qto LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. OR HIGH DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. W CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS W Z W z LL Q0 FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 10. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE Q OR TO END OF FLARED END SECTION. Z CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE a � W LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE 11. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING W ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR CIO FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE APPROVAL. Q FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH Q ARCHITECTURAL AND MECHANICAL PLANS. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. = z ° Z 12. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF = 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 2 EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO V FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT U CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE = REFLECT SUMPED ELEVATIONS. ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. Z U 13. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT CURB UNLESS OTHERWISE NOTED. "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE 14. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 15. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, 5. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR INSTALLATION" AND 'SANITARY SEWER AND STORM SEWER STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). 16. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS 6. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND OTHERWISE NOTED. RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 17. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE 7. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO OTHERWISE NOTED. CONSTRUCTION. 8. ALL SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS 18• CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. 19. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 21. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 22. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 23. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 24. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 25. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 26. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. N 1" = 20'-0" 10'-0" 0 20'-0" I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. a( Ma eW R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY tff;� _E7 UTILITY PLAN C4.01 ci J = O Qto to z w o LL 06 W W W Z W z LL Q0 Q J Z = 0 a � W Z W «s LU W m CIO z Z Q LIJ Q UJ ¢ � = z ° Z Q Q LU = o 2 0 V LU U 0 `D = Q m Z U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. a( Ma eW R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY tff;� _E7 UTILITY PLAN C4.01 m LEGEND: SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: EX. 1' CONTOUR ELEVATION INTERVAL 419 V CONTOUR ELEVATION INTERVAL )PHER STATE ONE CALL NW W.GOPH ERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL PROJECT NARRATIVE: ----� 04,29,.e = L� 00 / o ' / SPECIALTY EROSION CONTROL: PROJECT IS A REDEVELOPMENT OF A GAS STATION INTO A RETAIL BUILDING WITH SURFACE PARKING. THE OVERALL TIMEFRAME IS 12-18 MONTHS. CONSTRUCTION SEQUENCING IS PLANNED AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALL BIO -ROLL AROUND SITE & INLET PROTECTION IN AND AROUND CATCH BASINS (WHERE NOT COVERED BY IN PLACE REMOVALS EROSION CONTROL FACILITIES) 3. STRIP AND STOCKPILE TOPSOIL 4. ROUGH GRADING OF SITE 5. STABILIZE DENUDED AREAS AND STOCKPILES 6. CONSTRUCT BUILDING AND IMPROVEMENTS 7. INSTALL STREET, CURB, SIDEWALK AND SITE IMPROVEMENTS 14. FINAL GRADE BOULEVARD, INSTALL LANDSCAPING 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE BIO -ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. DISTURBANCE LENGTH OF TIME: THE TIMING FOR THIS PROJECT IS EXPECTED TO LAST 12-18 MONTHS UNTIL FINAL STABILIZATION.. TEMPORARY AND PERMANENT STABILIZATION: FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. SOD IMMEDIATELY FOR PERMANENT STABILIZATION. CONCRETE WASHOUT: CONCRETE WASHOUT SHALL BE PERFORMED OFF SITE. 1"= 20'-0" 10'-0" 0 20'-0" 0 m a -� G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.wm Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Wash,n,Wn Ave N, 5wte 210 Minneapolis, Minnesota 55401 612.676.2700 wv djr-incwm SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) . ati�o ci 422.OG SPOT GRADE ELEVATION GUTTER 422.OBC SPOT GRADE ELEVATION BACK OF CURB (TOP U) OF CURB) 422.OBS SPOT GRADE ELEVATION BOTTOM OF STAIRS ---------------- HEAVY DUTY SILT FENCE INLET PROTECTION L --J W WW LL LL STABILIZED CONSTRUCTION ENTRANCE a TIP OUT (T.O.) CURB AND GUTTER WHERE ---------------- APPLICABLE -TAPER GUTTERS TO DRAIN AS SHOWN )PHER STATE ONE CALL NW W.GOPH ERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL PROJECT NARRATIVE: ----� 04,29,.e = L� 00 / o ' / SPECIALTY EROSION CONTROL: PROJECT IS A REDEVELOPMENT OF A GAS STATION INTO A RETAIL BUILDING WITH SURFACE PARKING. THE OVERALL TIMEFRAME IS 12-18 MONTHS. CONSTRUCTION SEQUENCING IS PLANNED AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALL BIO -ROLL AROUND SITE & INLET PROTECTION IN AND AROUND CATCH BASINS (WHERE NOT COVERED BY IN PLACE REMOVALS EROSION CONTROL FACILITIES) 3. STRIP AND STOCKPILE TOPSOIL 4. ROUGH GRADING OF SITE 5. STABILIZE DENUDED AREAS AND STOCKPILES 6. CONSTRUCT BUILDING AND IMPROVEMENTS 7. INSTALL STREET, CURB, SIDEWALK AND SITE IMPROVEMENTS 14. FINAL GRADE BOULEVARD, INSTALL LANDSCAPING 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE BIO -ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. DISTURBANCE LENGTH OF TIME: THE TIMING FOR THIS PROJECT IS EXPECTED TO LAST 12-18 MONTHS UNTIL FINAL STABILIZATION.. TEMPORARY AND PERMANENT STABILIZATION: FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. SOD IMMEDIATELY FOR PERMANENT STABILIZATION. CONCRETE WASHOUT: CONCRETE WASHOUT SHALL BE PERFORMED OFF SITE. 1"= 20'-0" 10'-0" 0 20'-0" 0 m a -� G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.wm Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Wash,n,Wn Ave N, 5wte 210 Minneapolis, Minnesota 55401 612.676.2700 wv djr-incwm I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Mafthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY SWPPP 1 OF 2 C5.0 rte � ci J J O a L0 Ln Z U) O LL � Lu W Z W WW LL LL a Q 2 J aa z 0 z 06 W 0 w LU V) V) m W z Q z Q z > _ Q � = z z z F a ° a W ~ 0 2 Elf O U w U CD 0 = Q ti = U z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Mafthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY SWPPP 1 OF 2 C5.0 rte � GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2008 # MNRl00001 PAGES 1-30) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. PART III STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP (PART III.A) THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (PART III.B) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 12. INSTALL STREET/PARKING LOT SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS / PARKING LOTS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND I INFILTRATION (FILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) (PART III.C) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE BIO ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION (PART III.D): THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT; 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE PART IV.E. INSPECTIONS AND MAINTENANCE); 3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS EROSION PREVENTION (PART IV.B): THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E. ARE COMPLIED WITH. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT FENCE, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL (PART IV.C): SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. a. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. b. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4, A. THROUGH C. c. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS ANDIOR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN, THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED, HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITYICOUNTY/TOWNSHIP/MN DOT ENGINEER) VERIFYING THE NEED FOR REMOVAL, THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP OR AVAILABLE WITHIN 72 HOURS UPON REQUEST. WHEN WRITTEN CORRESPONDENCE CAN NOT BE OBTAINED IN A TIMELY MANNER, THE SPECIFIC INLET PROTECTION CAN BE REMOVED TO ALLEVIATE THE IMMEDIATE SAFETY CONCERN, HOWEVER, EFFORTS TO OBTAIN WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. PERMISSION TO REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. TEMPORARY SOIL STOCKPILES MUST HAVE BIO ROLL OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE (OR ONTO STREETS WITHIN THE SITE) MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART WEA.D.). THE PERMITTEE MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.B. OF THIS PERMIT. DEWATERING AND BASIN DRAINING (PART IV.D): DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEATHING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. INSPECTIONS AND MAINTENANCE (PART IV.E): THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER AND WITHIN 7 DAYS AFTER THAT. CONTINUE INSPECTION ACTIVITIES UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SHALL PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY MODIFY THE SWPPP IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THIS MODIFICATION MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION UNLESS OTHERWISE REQUIRED BY THE TERMS OF THE PERMIT, LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. INSPECTION REPORTS MUST BE KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF THE SWPPP FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PROJECT. SEE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR SITE SPECIFIC INSPECTIONS AND MAINTENANCE REQUIREMENTS POLLUTION PREVENTION MANAGEMENT (PART IV.F): THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY (MPGA) DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM, STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEWATER PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER THE GROUND IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. CONCRETE WASHOUT MAY ALSO OCCUR OFF SITE ACCORDING TO THE APPROPRIATE REGULATIONS. SPILL PREVENTION PLAN: ALL SPILLS SHALL BE IMMEDIATELY CLEANED UP AFTER DISCOVERY. THE SITE SUPERINTENDENT, WHO IS RESPONSIBLE FOR DAY-TO-DAY ONSITE CONSTRUCTION OPERATIONS WILL BE THE SPILL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IMPLEMENTING CLEAN UP PROCEDURES, POSTING CLEAN UP RECOMMENDATIONS, AND ENSURING PROPER CLEAN IJP TRAINING OF APPROPRIATE PERSONNEL. SANITARY AND SEPTIC WASTE: SANITARY/SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED IN A NEAT AND SANITARY CONDITION, FOR THE USE OF THE CONTRACTOR'S EMPLOYEES. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT SANITARY WASTE FROM PORTABLE UNITS. FINAL STABILIZATION (PART IV.G): THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE ACCORDING THE DEFINITIONS IN THE NPDES GENERAL PERMIT PART IV SECTION G. ITA NOTICE F TERMINATION N.O.T. WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR WITHIN 7 DAYS THE CONTRACTOR MUST SUBMIT 0 ( ) AFTER SELLING THE SITE OR PORTION OF THE SITE (THAT HAS NOT UNDERGONE FINAL STABILIZATION ) TO ANOTHER PARTY. A COPY OF THIS NOTICE OF TERMINATION I PERMIT MODIFICATIONF T GO THE NEW OWNER. THE ORIGINAL CURRENT OWNER MUST PROVIDE A SWPPP TO THE NEW FORM MU S OWNER THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) AND SWPPP PLAN SHEETS FOR FINAL STABILIZATION MEASURES TRAINING (PART III.A.2 DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 SEED NOTES (PART III.A..4.A) ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED - TEMPORARY SEED SHALL BE MNDOT SEED MIX 100 FOR WINTER AND 110 FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH - IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES 3:1 (HORIZNERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. PERMANENT SEED MIX N/A OWNER INFORMATION OWNER: CAMELOT CONVENIENCE & QUALITY FUEL & FOOD C ivi G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pal Sarver 763-213-3944 952-250-2003 u U LU O IY d DJR ARCHITECTURE, INC 333 Washington Ave N, Soils 210 Minneapolis, Minnesota 55401 612.676.2700 w .djr oc,com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Ma-f01ew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY )ATE DESCRIPTION DATE REVISION SUMMARY SWPPP 2OF2 C5.1 2013 CIVIL SITE GROUP INC. Plan K J ED J Q D EED Z (n W W W r Q � = � Z Q Z � a W w V, J m V/^ ///�� v+ Q Z_ U) Q _ Q a- z Q Q w = _ ( U U CD = m Z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Ma-f01ew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY )ATE DESCRIPTION DATE REVISION SUMMARY SWPPP 2OF2 C5.1 2013 CIVIL SITE GROUP INC. Plan K NOTES: I. Shape of bock of buttress FOR SIDE MOUNT APPLICATION, RED & MITE IN may vary as long as poured --12 1/2BEND against firm undisturbed 90' BEND/TEE earth. 2. Dimension C1,C2,C3 should D2 be large enough to make D3 angle 0 equal to or larger V-5" V-5" than 45'. 3. Dimension A1,A2,A3 should 1'-6" be as large as possible V-5" 1'-5' without interfering with l'-6" MJ bolts. 4. A = 45' Minimum. 5. Place polyethylene between 2'-0" concrete & pipe. 6. All bends & fittings shall S-0" 2'-0" be restrained with Megalugs 3'-0" thrust restraints or equal S-6" B - See nate 4 - .. /< PLAN90" BENDS ONCRETE SHAT II CONTACT Wll IRIS QUADRANT JF PIPE C, - PLAN 45' BENDS B - See SECTION A -A PLAN 22 1/2' BENDS U110FI CONCRETE THRUST BLOCKING REVISED. 2-D6 ENGINEERING DEPARTMENT I PEATE NO.. FIRAWE_G: G SPECS 1002 1 002 LE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY BUTTRESS DIMENSIONS 7.5' Minimum cover required FOR SIDE MOUNT APPLICATION, RED & MITE IN PIPE --12 1/2BEND 45' BEND 90' BEND/TEE SIZE B1 D1 B2 D2 B3 I D3 6" V-5" V-5" 1'-5" 1'-5" 2'-1" 1'-6" 8" V-5" 1'-5' 2'-1" l'-6" 2'-8" 2'-0" 12" V-10" V-10" S-4" 2'-0" 4'-9" 2'-6" 16" S-0" 2'-0" S-10" 3'-0" 6'-2" S-6" 20" S-6" 2' B" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" S-0" 6'-10" 3'-10' W-8" 5-0" 30" - 9'-3" 6'-0" 1T-0_6'-0" RESTRAINED PIPE PLAN90" BENDS ONCRETE SHAT II CONTACT Wll IRIS QUADRANT JF PIPE C, - PLAN 45' BENDS B - See SECTION A -A PLAN 22 1/2' BENDS U110FI CONCRETE THRUST BLOCKING REVISED. 2-D6 ENGINEERING DEPARTMENT I PEATE NO.. FIRAWE_G: G SPECS 1002 1 002 LE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY 1 CUBIC YARD OF - GATE VALVE ` TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) B"%18'X5" CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. H CTT TWO YEAR WARRENTY PERIOD 3. ALL PAINTED SURFACES SHALL BE EAT 0 AS NOTED IN SECTION 2.09 OF THE DEA HYD SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL 8E RESTRAINED NA MEGALUGS MECHANICAL JOINT RESTRAINT. B. ALL HYDRANT PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER H FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRPP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. U lOF TYPICAL HYDRANT INSTALLATION aEHsm'3-13 ENGINEERING DEPARTMENT 7re "D 1004 FILE NAYE:G: G SPECS 1001 MARKER TO BE 5 FOOT IN LENGTH SPRING MOUNTED 7.5' Minimum cover required FOR SIDE MOUNT APPLICATION, RED & MITE IN INSTALL MAGNETIZED COLOR REFLECTIVE FIBERGLASS CONSTRUCTION TRACER BOX (SNAKE Mueller PIT) AS NEEDED PER Wr7 DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE To Within 6" Of The Surface HYDRANT 4" 2 3 8 18 2 3 8 18 1 3 1 8 17 VALVE BOX STREET Minimum of 2-2", 6" 2 5 12 26 2 5 11 25 2 4 11 25 The Top Nut Of The Valve To 24" MIN, g" 3 6 15 34 3 6 15 33 3 6 14 32 2.0% �•^' 1 1/2" Precast 3' 2 - HYDRANT SHOE AND x BARREL SHALL BE < AS RE UIRED �iPICAL WR PLASTIC MAPPED 3" Grout PER SECTION 2030. ;n z %_CWCS ARE DEFINED AS ABSOLUTE EI£VAROM DIFFERENCE PER LETI OF RUN. (AS OPPOSER TO A REIATIME SLOPE WM RESPECT TO n 1 CUBIC YARD OF - GATE VALVE ` TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) B"%18'X5" CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. H CTT TWO YEAR WARRENTY PERIOD 3. ALL PAINTED SURFACES SHALL BE EAT 0 AS NOTED IN SECTION 2.09 OF THE DEA HYD SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL 8E RESTRAINED NA MEGALUGS MECHANICAL JOINT RESTRAINT. B. ALL HYDRANT PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER H FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRPP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. U lOF TYPICAL HYDRANT INSTALLATION aEHsm'3-13 ENGINEERING DEPARTMENT 7re "D 1004 FILE NAYE:G: G SPECS 1001 Grade TOP Adjust top to 3/4" below Tyler No. 6860 26 grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No, 58 14" Gate valve box, screw type, Na. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" V8521 No. 58 14" Steel With Protective VB522 No. 59 20" Coating, 1/2" Rubber V8523 No. 60 26' Gasket Installed Between The Gate Valve And Gate Valve Adapter. OO TT M Tyler No. 6860 65" Mueller No. H-10361 65" Mueller or American Bibby -Ste -Croix No. V8516 60" Flow Control 60' Resilient Wedge Valve Conforming to AWWA I e and Box to be -515- 0 Standards Vo v o C 8 plastic wrapped per With All Stainless BASE section 2.03a Steel Nuts & Bolts. 18'X18"X8" Concrete Block Uff9 TYPICAL GATE VALVE 1j1m111a11 AND BOX INSTALLATION REVISED: 2-09 ' RO.: ENGINEERING DEPARTMENT 1006 FILE NAYS G: NG SPECS I We MINIMUM FEET OF RESTRAINED PIPE REQUIRED ROP UQ 7.5' Minimum cover required wATTRTyler 50% INCREASE ON ALL DEAD ENDS. No. 6860 over top of water main. 3" radius curb box. Mueller No. H-10361 Wr7 Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers -�° PIPE DEAD " DEAD " DEAD SIZE 22.5 45 90 END 225 45 90 END 225 45 90 ENO To Within 6" Of The Surface Top of Curb 4" 2 3 8 18 2 3 8 18 1 3 1 8 17 If The Distance From VThe Minimum of 2-2", 6" 2 5 12 26 2 5 11 25 2 4 11 25 The Top Nut Of The Valve To Varies g" 3 6 15 34 3 6 15 33 3 6 14 32 Surface Is Greater Than 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26 grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No, 58 14" Gate valve box, screw type, Na. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" V8521 No. 58 14" Steel With Protective VB522 No. 59 20" Coating, 1/2" Rubber V8523 No. 60 26' Gasket Installed Between The Gate Valve And Gate Valve Adapter. OO TT M Tyler No. 6860 65" Mueller No. H-10361 65" Mueller or American Bibby -Ste -Croix No. V8516 60" Flow Control 60' Resilient Wedge Valve Conforming to AWWA I e and Box to be -515- 0 Standards Vo v o C 8 plastic wrapped per With All Stainless BASE section 2.03a Steel Nuts & Bolts. 18'X18"X8" Concrete Block Uff9 TYPICAL GATE VALVE 1j1m111a11 AND BOX INSTALLATION REVISED: 2-09 ' RO.: ENGINEERING DEPARTMENT 1006 FILE NAYS G: NG SPECS I We MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 3" radius curb box. 7.0' 7.5' 8.0' TSAND FILL I COVER COVER COVER side of catchbasin. Precast concrete or PIPE DEAD " DEAD " DEAD SIZE 22.5 45 90 END 225 45 90 END 225 45 90 ENO HDPE adjusting rings. Top of Curb 4" 2 3 8 18 2 3 8 18 1 3 1 8 17 Varies Minimum of 2-2", 6" 2 5 12 26 2 5 11 25 2 4 11 25 maximum of 5-2" Varies g" 3 6 15 34 3 6 15 33 3 6 14 32 24" x 36" �•^' 12" 4 9 22 50 4 9 21 48 4 8 20 46 Precast 5., 3' minimum 16" 6 12 29 65 5 11 27 63 5 11 26 61 TO IMPLY wTH THE AMERICANS MITI DIBASHLITF.s ACT (PSA), ALL STATE AGENCES ARE REWIREO TD UIC12E THE STANDARD PLATE. MOOrFATIONs ARE ALLOMED PROVIDED THEY MEET PUBLIC RIGHTS -OL -WAY ACCESSIBILITY GUIOMNES (PROwAa). LOCAL AGENOLS ARE 20" 7 15 35 80 7 14 34 77 1 6 13 32 75 SHAREO-USE PATHS SCALL HAW DELECTABLE WARNINGS ACROSS THE ENTIRE MDTH OF PATH W,IEN THE PATH b o ods A BOAS. 3" Grout 24" 8 17 41 95 8 16 40 92 8 16 38 89 THAT ARE PRONGED WTH TRAFFIC CONTROL DEVICES OR OTHEAWSE PERMITTED TO OPERATE IIKE A PUBLIC TOPOWAY. %_CWCS ARE DEFINED AS ABSOLUTE EI£VAROM DIFFERENCE PER LETI OF RUN. (AS OPPOSER TO A REIATIME SLOPE WM RESPECT TO 30" 10 21 50 117 10 20 48 113 9 19 46 109 NO SIa1AL POI SIM POSTS CARNE OR OTHER CBsrRVCTKNs A Au PATH 1R TSI. RE DMF➢ H 114 RAMP OR PA C+ AK1 NOTE: 36" 12 24 59 138 11 23 57 133 11 22 54 129 a. FT./ET AS CONSTRUCTED, i 6"Min, has.- oseDoghouses 42" 13 28 67 159 13 27 65 153 12 26 62 148 TO CONSIST OF #4 BARS AT 8" O.C. BOTH WAYS grouted On both the SECTION inside SE ITI N 48" 15 31 75. 179 14 30 72 173 14 29 69 167 and outside. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE', AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATING CONDITIONS ARE ENCOUNTERED. Ql'IOF RESTRAINED PIPE REVISED: S-12 REQUIREMENT FOR DIP RMSED: 1 -OB ENGINEERING DEPARTMENT PLATE NO.: 1011 FEE NAME:G ENG SPECS 1011 CL L VARIABLE FENCE 9 POSTS m Z a WYE PLUGGED EN r 1 / I RENO Ir On 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT Ed U1 2"X2" MARKER- L1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4, ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). Ulu TYPICAL SANITARY IMMM SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT PUTS No.. 2001 FEE NAME G G SPECS 001 Use MNDOT 3149.2A Granular Borrow 1 VARIES Use MNDOT 3749.211 Course Filter Agg. --j% (Pipe Foundation Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for of least 50% of the outside diameter Pipe Dia. X 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone pipe bedding and backfill shall be used as shown above. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shol ce occordancewth MNDOT 3149.2H course filter aggregate. �a,mff,OpF�p� PIPE BEDDING ffiff l IN POOR SOILS REVISED. t-10 ENGINEERING DEPARTMENT FILE NINE: G. G SPECS 2201 2201 Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density I- Varies III I > �- II -I I -III III III I I I -I � III Shaped Natural Ground to pipe NOTES, 1. When existing soil conditions are not acceptable for bockfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A sails engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 507 of the Outside Diameter. WIN PIPE BEDDING 4i I IN GOOD SOILS RCP & DIP REVRSED:1-tD ENGINEERING DEPARTMENT 2202 FILE NAYEG: C SPECS CompacU Backfill 12„ + + + IF + + + + + + + + + + + + + + i + + + IF If + + If + + + + + + + + 1+++1 + + + + + + + Embedment + + + + Bc + +Y-+ + ++++ + + g c. + Material ++s'�+++ + + +++ + + + + + + + + + + Foundation - If Required Ari - (see Note 1) "Be" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. NIIOF PIPE BEDDING � FOR P.V.C. PIPE REVISED. 2-10 ENGINEERING DEPARTMENT Rure NO FILE RAME:G: ENG SPEC$ 03 2203 TRENCH 3" MINIMUM RIGID STYROFOAM INSULATION NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - IT 5 5 6' 3' Off 9 INSULATION DETAIL REVISED:1-10 PIAre NO.: ENGINEERING DEPARTMENT 2205 FILE NAME: G: ENG SPECS 2205 NOTE: 1- V Grote Shown 2- VB Grote Shown shall be used at all low Tpoints. Face of Curb J ® o Direction of Flow PLAN Catchbosin casting GRADE• . .. "FINAL b R3067 -V or equal Grate to be 2" below 3" radius curb box. MINIMUM 6 SAND FILL TSAND FILL I TRENCH 3" MINIMUM RIGID STYROFOAM INSULATION NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - IT 5 5 6' 3' Off 9 INSULATION DETAIL REVISED:1-10 PIAre NO.: ENGINEERING DEPARTMENT 2205 FILE NAME: G: ENG SPECS 2205 NOTE: 1- V Grote Shown 2- VB Grote Shown shall be used at all low Tpoints. Face of Curb J ® o Direction of Flow PLAN Catchbosin casting and grate Neenah OO R3067 -V or equal Grate to be 2" below 3" radius curb box. gutter grade. Q 5 transition curb on each G E A OF 6 C1Ae A side of catchbasin. Precast concrete or HDPE adjusting rings. Top of Curb SECTION A -A Varies Minimum of 2-2", 6 1/2 maximum of 5-2" Varies concrete adjusment 24" x 36" �•^' rings allowed with 1/4' Precast 5., 3' minimum to 1/2" bed of mortar TO IMPLY wTH THE AMERICANS MITI DIBASHLITF.s ACT (PSA), ALL STATE AGENCES ARE REWIREO TD UIC12E THE STANDARD PLATE. MOOrFATIONs ARE ALLOMED PROVIDED THEY MEET PUBLIC RIGHTS -OL -WAY ACCESSIBILITY GUIOMNES (PROwAa). LOCAL AGENOLS ARE between each and a SHAREO-USE PATHS SCALL HAW DELECTABLE WARNINGS ACROSS THE ENTIRE MDTH OF PATH W,IEN THE PATH b o ods A BOAS. 3" Grout 6" thick concrete color THAT ARE PRONGED WTH TRAFFIC CONTROL DEVICES OR OTHEAWSE PERMITTED TO OPERATE IIKE A PUBLIC TOPOWAY. %_CWCS ARE DEFINED AS ABSOLUTE EI£VAROM DIFFERENCE PER LETI OF RUN. (AS OPPOSER TO A REIATIME SLOPE WM RESPECT TO on the outside. NO SIa1AL POI SIM POSTS CARNE OR OTHER CBsrRVCTKNs A Au PATH 1R TSI. RE DMF➢ H 114 RAMP OR PA C+ AK1 NOTE: '1 PROMISE A 4' X 4' MINIMUM LANMNG SEE PIANS FOR PROPOSED RUNNING SLOPE AND (ROSS SOY, MMT OF YMICH MAY EXCEED a. FT./ET AS CONSTRUCTED, i 6"Min, has.- oseDoghouses Doghousesshop be TO CONSIST OF #4 BARS AT 8" O.C. BOTH WAYS grouted On both the SECTION inside SE ITI N THE EDGE OF THE CURB RAW PATH CE TRAVEL. ME EOG£ OF THE DETECTABLE WARNING SURFACE SCdKD all BE MORE MAN 3 INdES ... THE C. OF LADE RAMP and outside. © GROSS SCOPE OF THE RAMP MAY NOT EXCEED 602 FT SET. AS CONSTRUCTED. NOTES: aff O 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 1. Casting to be totally encasedin concrete curb section. OR GOING. SEWER BLOCK - PRE -CAST OPENING AS PEDUIRI', 3. No block structures are allowed. REVISED: S-12 4. No wood shims are permitted in the adjusting rings. PLATE NW 5215 0 ffff OF I STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED: 2 10 ENGINEERING DEPARTMENT Pure NO 3101 FILE NAME C: G SPECS 3101 NEENAH R-4342 GRATE OR APPROVED EQUAL CONC. BASE SHALL BE: POURED IN PLACE OR C PRECAST SLAB CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 NII OF I TYPICAL 27" DIAMETER CATCH BASIN REVISED -.2-10 ENGINEERING DEPARTMENT PIA N0'` 3103 FILE NNAE C: C SPECS 310J NOrmountoble Curo & Gu Pte, to be transitioned into a 8618 type at catchbasin. F -apps Catchbasin FrpLne & Grate �G a c Neenah R -306/-V or % VB Grote. ,r c- 5 A F S P � o 5' NOTE �hbasin to be degressetl below design gutter line grade. !{ / 5 Neenah R -3067 -VB shall be used � tot all low points. o� so o' Surmountable Concrete Curb & Gutter 2-#4-80"Long Rebars Each way ISOMETRIC No Scale c R oI 5' Min. Transition ofTop of Cur h 2 /i Design gutter line grade J SECTION A -A No Scale c Q 5' Min. Transition o w c 0 w " Re 4-60 Rebors Eacr Frame &Costing affOF CURB CONSTRUCTION I�11u�1L1n1 AT CATCH BASIN REMSED:1-10 PLAre NO.: ENGINEERING DEPARTMENT 3106 FlEE NWIIE: G: NG SPECS 3105 EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) L� ' MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT I- 21112" MNDOT 2350 TYPE LV3 NON -WEAR (6) 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BABE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA ALL LI;u UGH CLASS 5 MATERIAL TO ACCOMMODATE A 45" BITUMINOUS PATCH. MECHANICAL COMPACTION OF GRAVEL RASE REQUIRED PRIOR TO P,\1T, 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR AOD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. �Q��Ppi�O�Fpp� TYPICAL STREET 1�nml�e PATCHING BITUMINOUS REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.. FIE NAME G:\ENC\SfiLS\5202A 5202A SAWCUT ALL BITUMINOUS EDGES -EXISTING MANHOLE OR (TYP) GATE 'VALVE Y 12" MIN. EXISTING BITUMIOUS SURFACE r1/4" ABOVE CASTING ' yL �.\ 2" MNDOT 2.350 TYPE LV4 WEAR (B) TACK COAT -- 2114" MNDOT 2350 TYPE LV3 NON -WEAR (B) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS E MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. CtfIOF TYPICAL STREET PATCHING AT MANHOLES OR uLl� GATE VALVES (BITUMINOUS) REVISED: 2-10 ENGINEERING DEPARTMENT P(Are No.. FILE NAME: 4`\ENG SPECS\52028 52028 WHIMON MINIMVM LANDING LANDMIG OO GOING. ADJUSTING RINGS (2-) Can wRe' O \ vimM VAR. 0" a R.CASYS Q MIN. " G E A OF 6 C1Ae A PLAN VIEWS CURB RB OR GUTTER VAR, RAMP o•• wN ��11 REGUIRF➢ CAWING MAX. 4 CONCRETE WAIF an FT./FT. DR MATTER SECTION A -A 0.10 FT./FT MA% 0.f0 InEI W Z MIN, 1/4" MORTAR BETWEEN Q CASTING, RINGS & STRUCTURE. �aaaaLL �•^' I: MORTAR SHALL MEET MCDOT - Or Bar ELEVATION NOTES: TO IMPLY wTH THE AMERICANS MITI DIBASHLITF.s ACT (PSA), ALL STATE AGENCES ARE REWIREO TD UIC12E THE STANDARD PLATE. MOOrFATIONs ARE ALLOMED PROVIDED THEY MEET PUBLIC RIGHTS -OL -WAY ACCESSIBILITY GUIOMNES (PROwAa). LOCAL AGENOLS ARE REQUIRED TO ADOPT SIMILAR DESIGNS SHAREO-USE PATHS SCALL HAW DELECTABLE WARNINGS ACROSS THE ENTIRE MDTH OF PATH W,IEN THE PATH b o ods A BOAS. NhECTMEG WARNINGS ARE NOT TO OF USED ON SgEWALKS OR PATHS WHEN CROSSING ALLEYS UP RESIDENTIAL DRIVEWAYS. SPEC 2505.28. THAT ARE PRONGED WTH TRAFFIC CONTROL DEVICES OR OTHEAWSE PERMITTED TO OPERATE IIKE A PUBLIC TOPOWAY. %_CWCS ARE DEFINED AS ABSOLUTE EI£VAROM DIFFERENCE PER LETI OF RUN. (AS OPPOSER TO A REIATIME SLOPE WM RESPECT TO 31" NO SIa1AL POI SIM POSTS CARNE OR OTHER CBsrRVCTKNs A Au PATH 1R TSI. RE DMF➢ H 114 RAMP OR PA C+ AK1 NOTE: '1 PROMISE A 4' X 4' MINIMUM LANMNG SEE PIANS FOR PROPOSED RUNNING SLOPE AND (ROSS SOY, MMT OF YMICH MAY EXCEED a. FT./ET AS CONSTRUCTED, 27"9IAREINFORCING AT THE BACK OF A RADIAL CANS TINE HAND FORM ME COMER TO nLL THE GAP. DETECTABLE WARNING AREA RNs. BE ? Oc NN. IN ME TO CONSIST OF #4 BARS AT 8" O.C. BOTH WAYS O4 WHERE RADIAL WAR ENG SURFACES ARE USED OR IN OTHER CIRCUMSTANCES WHERE ME EDGE OF THE WARNING SUPIRCE IS NOT PARALLEL TO THE EDGE OF THE CURB RAW PATH CE TRAVEL. ME EOG£ OF THE DETECTABLE WARNING SURFACE SCdKD all BE MORE MAN 3 INdES ... THE C. OF LADE RAMP 0 DETECTABLE WARNING AREA RIALL CONTRAST VNUAFFY BITH THE ADJACENT CUTTER, ROADWAY, OR WAIFWA,, AND BE GRAY IN COLOR © GROSS SCOPE OF THE RAMP MAY NOT EXCEED 602 FT SET. AS CONSTRUCTED. WALLS TO BE PRECAST SECTION aff O Z O Z � OR GOING. SEWER BLOCK - PRE -CAST OPENING AS PEDUIRI', CONC. BASE SHALL BE: POURED IN PLACE OR C PRECAST SLAB CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 NII OF I TYPICAL 27" DIAMETER CATCH BASIN REVISED -.2-10 ENGINEERING DEPARTMENT PIA N0'` 3103 FILE NNAE C: C SPECS 310J NOrmountoble Curo & Gu Pte, to be transitioned into a 8618 type at catchbasin. F -apps Catchbasin FrpLne & Grate �G a c Neenah R -306/-V or % VB Grote. ,r c- 5 A F S P � o 5' NOTE �hbasin to be degressetl below design gutter line grade. !{ / 5 Neenah R -3067 -VB shall be used � tot all low points. o� so o' Surmountable Concrete Curb & Gutter 2-#4-80"Long Rebars Each way ISOMETRIC No Scale c R oI 5' Min. Transition ofTop of Cur h 2 /i Design gutter line grade J SECTION A -A No Scale c Q 5' Min. Transition o w c 0 w " Re 4-60 Rebors Eacr Frame &Costing affOF CURB CONSTRUCTION I�11u�1L1n1 AT CATCH BASIN REMSED:1-10 PLAre NO.: ENGINEERING DEPARTMENT 3106 FlEE NWIIE: G: NG SPECS 3105 EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) L� ' MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT I- 21112" MNDOT 2350 TYPE LV3 NON -WEAR (6) 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BABE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA ALL LI;u UGH CLASS 5 MATERIAL TO ACCOMMODATE A 45" BITUMINOUS PATCH. MECHANICAL COMPACTION OF GRAVEL RASE REQUIRED PRIOR TO P,\1T, 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR AOD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. �Q��Ppi�O�Fpp� TYPICAL STREET 1�nml�e PATCHING BITUMINOUS REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.. FIE NAME G:\ENC\SfiLS\5202A 5202A SAWCUT ALL BITUMINOUS EDGES -EXISTING MANHOLE OR (TYP) GATE 'VALVE Y 12" MIN. EXISTING BITUMIOUS SURFACE r1/4" ABOVE CASTING ' yL �.\ 2" MNDOT 2.350 TYPE LV4 WEAR (B) TACK COAT -- 2114" MNDOT 2350 TYPE LV3 NON -WEAR (B) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS E MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. CtfIOF TYPICAL STREET PATCHING AT MANHOLES OR uLl� GATE VALVES (BITUMINOUS) REVISED: 2-10 ENGINEERING DEPARTMENT P(Are No.. FILE NAME: 4`\ENG SPECS\52028 52028 civilsifte G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pal Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N Suite 210 Minneapolis, Minnesota 55,101 612.676.2700 www.djr-meoom WHIMON MINIMVM LANDING LANDMIG OO BACK 6 Can wRe' O \ vimM VAR. 0" a R.CASYS Q R. 'Ax. + a" wN VM. VAR. 9' D" MIsVAR. G E A OF 6 C1Ae A PLAN VIEWS CURB RB OR GUTTER VAR, RAMP o•• wN ��11 REGUIRF➢ CAWING • -'` • •• "cox Frlrr. Mw.® CONCRETE WAIF an FT./FT. DR MATTER SECTION A -A 0.10 FT./FT MA% 0.f0 InEI W Z f Q Do Q �aaaaLL �•^' I: AR - Or Bar ELEVATION NOTES: TO IMPLY wTH THE AMERICANS MITI DIBASHLITF.s ACT (PSA), ALL STATE AGENCES ARE REWIREO TD UIC12E THE STANDARD PLATE. MOOrFATIONs ARE ALLOMED PROVIDED THEY MEET PUBLIC RIGHTS -OL -WAY ACCESSIBILITY GUIOMNES (PROwAa). LOCAL AGENOLS ARE REQUIRED TO ADOPT SIMILAR DESIGNS SHAREO-USE PATHS SCALL HAW DELECTABLE WARNINGS ACROSS THE ENTIRE MDTH OF PATH W,IEN THE PATH b o ods A BOAS. NhECTMEG WARNINGS ARE NOT TO OF USED ON SgEWALKS OR PATHS WHEN CROSSING ALLEYS UP RESIDENTIAL DRIVEWAYS. C£TECTAHE WARNINGS SHOULD M USED WHERE PFOFSTWAN ACCESS ROUTES GROSS COML£RCIAL DRIVEWAYS THAT ARE PRONGED WTH TRAFFIC CONTROL DEVICES OR OTHEAWSE PERMITTED TO OPERATE IIKE A PUBLIC TOPOWAY. %_CWCS ARE DEFINED AS ABSOLUTE EI£VAROM DIFFERENCE PER LETI OF RUN. (AS OPPOSER TO A REIATIME SLOPE WM RESPECT TO A CURB WE OR OCRs HEIGHT.) NO SIa1AL POI SIM POSTS CARNE OR OTHER CBsrRVCTKNs A Au PATH 1R TSI. RE DMF➢ H 114 RAMP OR PA C+ AK1 1/2-111CH EXPANSION JONi 1/2 -MCH PREFERRED ANNE FILLER MATERIAL, AA 1 M x13. '1 PROMISE A 4' X 4' MINIMUM LANMNG SEE PIANS FOR PROPOSED RUNNING SLOPE AND (ROSS SOY, MMT OF YMICH MAY EXCEED a. FT./ET AS CONSTRUCTED, PLACE THE OETECTASIE WARNINGS AT THE BACK N CURB. WHEN THE OETECTABIE WARMNG SISTER IS A PREFORMED RECTANGLE PLACED AT THE BACK OF A RADIAL CANS TINE HAND FORM ME COMER TO nLL THE GAP. DETECTABLE WARNING AREA RNs. BE ? Oc NN. IN ME DRELRgi PERPENDIGUTAR TO THE GRADE BREAK ANO SHALL EXTEND R¢ FULL MOTH OF ME GUYS RAMP, O4 WHERE RADIAL WAR ENG SURFACES ARE USED OR IN OTHER CIRCUMSTANCES WHERE ME EDGE OF THE WARNING SUPIRCE IS NOT PARALLEL TO THE EDGE OF THE CURB RAW PATH CE TRAVEL. ME EOG£ OF THE DETECTABLE WARNING SURFACE SCdKD all BE MORE MAN 3 INdES ... THE C. OF LADE RAMP 0 DETECTABLE WARNING AREA RIALL CONTRAST VNUAFFY BITH THE ADJACENT CUTTER, ROADWAY, OR WAIFWA,, AND BE GRAY IN COLOR © GROSS SCOPE OF THE RAMP MAY NOT EXCEED 602 FT SET. AS CONSTRUCTED. O ANY VERTICAL DP ,HAT =CURB AT THE NCH FLO'1111NE MAY MEDT BE GREATER THAN I' IPEDESTRIAN aff O Z O Z � C CURB RAMP REVISED: S-12 N PLATE NW 5215 O ENGINEERING DEPARTMENT Mnm,,Twee FILE NAME:G: ENG SPEC$ 5215 civilsifte G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pal Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N Suite 210 Minneapolis, Minnesota 55,101 612.676.2700 www.djr-meoom I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaThew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 10-4-13 1 SITE PLAN REVIEW REVISION SUMMARY UAICI tUJL.KIE'I ILJN DETAILS CITY C680 ©COPYRIGHT 2013 CIVIL SITE GROUP ING. PtWIIIII, 1. U I� Li IJ J o O Q U0_ U0 Z '^ V/ O LL yJ LL 06 J W W W Z W LL Q Do Q �aaaaLL �•^' I: _J V = C3 Z U Z 06 lc LLJ W 'W C / mLLI CO Z v / ZZQ �_ W _ J � Z Z O Z � Q U QT N O i r L) LU CD Z U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaThew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 10-4-13 1 SITE PLAN REVIEW REVISION SUMMARY UAICI tUJL.KIE'I ILJN DETAILS CITY C680 ©COPYRIGHT 2013 CIVIL SITE GROUP ING. PtWIIIII, 1. RECTANGULAR PLATES SUS OF BASF dAMETER C.Y Z I T 0. B TO 1.4 J SECTION ASI -A TRUNCATED DOME r C 11565 0000: IM © 1. � O QHill, EM Hill. IM 1. 000000 �� HM Me Mile �I MIN� VARIABLE SHORT CHARD WIDTH RADIAL PLATES TYPICAL RADIAL TRUNCATED DOME PLATES RADIUS (FEET) O LONG CHORD MOTH (INCHES) SQ. FT. PER PLATE PLATES REQUIRED FOR 90 DEGREE TURN 10 23-1/2 3.53 8 15 18-13/16 2.93 15 15 23-1/2 3.67 12 20 18-93/16 3.G0 A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. -WHERE WOESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS 20 18-7 8 2.98 20 25 20-1/2 3.28 23 25 23-9/16 3.77 20 30 22-5/8 3.65 25 35 22 3.56 30 NOTES: LESS THAN 2% 100 FEET AT 6 FT. MAX. SPACING 2 - 5.9. 75 FEET CLEANOUT RISER PLASTIC ZIP TES GEQTEXE FABRIC / 36 WIDE PLASTIC AP TIES OEIECTPBt£ WARNING SURFACES SHALL FOLLOIY ME PUBLIC (SIZE AS PER PLAN) / LSC LB. TENSILE) RIGHTS -OR -WAY ACCESSIBILITY CWDELNES (PROWAG). LOCATED IN TOP B" DETECTABLE WPRNINGS CONSIST OF TRUNCATED DOWNS ALIGNED N SEE MNOOTS AWR0W.1WAJNEO FROU.T LETS. A SOMME CR RACIAL GRID PATTERN DERCTA&E MEN GS ARE REQUIRED: DETECTABLE WARNING SURFACE SHNL BE PAU FOR AS TWHC4 -WHERE RAMPS. LPNIRMC,, QR NLFROEO WARNS ONS FROMDE DOMES BY THE SQUARE FOOT. A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. -WHERE WOESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS Qt ALL TRUNCATED DOME SYSTEMS SHALL BE PACED IN SRUCT THAT ARE PROVIDED WTH TRAFFIC CONTROL DENQS OR ACCORDANCE MH THE HCO MAENDATIQn OF THE MMUFACTUR OTHERWISE PORMITTEO TO OPERATE LIRE A WBLIC ROADWAY O3 CENTER TO CENTER DOME SPACING 16' MINIMUN, 2.4' MAXIMUM -AT PEDESTRIAN RAILWAY CROSSINGS BAY TO BASE DONE SPApRG: 0 W MNTMUAT -ON RAL PLATFORMS WHERE BOARDING EDUCES ME NOT PROTECTED, (j)DOME BAY TO PATE EOE£ SPACING OSS' MINIMUN, 0.75' MAI DETECTABLE WARNINGS SHALL EXTEND: -A MINIMUM OF 2A- IN ME DIRECTION OF TRAVEL ©SPACING VARIES ON RADIAL PLATES, -THE FUEL WIDTH OF THE RAMP LANCING. GR MENDED TRANSLON, WARN S- OF FULL %U TH ON ENTER END. OS TYPICAL WIDTHS AVAILA&F 12-. IB-, 2.'. 30, W. -THE NEL LENGTH OF THE PUBLIC USE AREA C£ A RAL RATFORM, CHEM MTX MANUFACTURERS FOR AVAILABLE MIDIHS MOM16 OB ON RURAL PATE. RADIUS DEEMED AT RA4. OF CURB. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY Wl X ADJACENT WRIER. ROMWAN', LR WALXWAY, AND BE GRAY IN CRM Q7 TIPICAL RADII. CHECX WIN MANUFACTURERS FOR AVAILABLE RAL z� fi"MIN. MIOF DETECTABLE WARNING SURFACI 11Menne��lm 6a TRUNCATED DOMES REMSID 5-12 ENGINEERING DEPARTMENT Km N0; 52159 UNCUT E1mILA nRc uAur. r.Vrur_VmcreVAm RA CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12" X 1c`. FIRE 2. RED ON WHITE IS PREFFERED. LANE 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL. E 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. -- CURB CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1999 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. ��IppQ�� FIRE LANE 1�1IIdlE1�11 SIGNAGE REVISED: 1-1a PUTS NO.: FILE NAME:G.;mG\SPECS\5218 ENGINEERING DEPARTMENT 5218 FINISHED GRADE - ONE PIECE PVC SDR. -35 CLEANOUT RISER SIZE AS PER PLAN) -IIIIII- HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES NA METAL DETECTOR. ONE PIECE PVC SDR. -35 LESS THAN 2% 100 FEET AT 6 FT. MAX. SPACING 2 - 5.9. 75 FEET CLEANOUT RISER PLASTIC ZIP TES GEQTEXE FABRIC / 36 WIDE PLASTIC AP TIES GEQTE%nLE1 3fi" NIDE (SIZE AS PER PLAN) / LSC LB. TENSILE) rFgNCH.BACKFF1 LOCATED IN TOP B" THE COMPACTION ZONE LOCATED IN TOP 6" WITH TgMPE0 LOCATION OF SILT FENCE •IIrroCK (DT. Protect Area From Sheet Flaw NATURAL SOL W FEW f FLOW 6"MIN. F.( MMYI TO API�7 (MACHINE dw VARIABLE DESIRABLE +I// 5 to WY tT I WAY MOM16 I I I ALIEANATVE PUNTING DETAILS ON SHEET B. o z� fi"MIN. -III-) -III Q SLICE 6a LU RATCHET -LOCKING T ALONG THE OVERLAP. SPACE OR CENTER THE OVERLAP. nr m > a - 12" DEPTH n 130 LEIS -HIGH DENSITY C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE APPROXIMATELY 4" ALONG i7REWS SHALL BE ROUND HEAD GALVANIZED 1/8' DIA x SILT FENCE, MACHINE SUCED 1 2 2. SILT FENCE, HEAVY DUTY(DQ II-III U II POST GEOTEXRLE FABRIC I AT 6 FT. MAX. SPACING 3/4 LONG AM WASHERS. 36" WIDE ALL OF THE HINGES. NRI) THE HOOK = U STAPLES Z LOOSEN ALL ISOLATED TREE PLAITING WCATIM45 AND PUNTING SEES w I TOWARDS THE INSIDE OF THE HOPE. III -II I III -I -III IIII-I -III -III -III -I O z i o -ILII RIDGID SDR -35 n -w �. //// 10' MIN IOTE 1SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) , CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WIRE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THF CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVIT, T' I. NTILE �9 C SUB-SURFACE ANOUTSCFORV INLINE AND END OF RUN CLEANOUTS REVISED, 1-12 ENGINEERING DEPARTMENT N0'` 5234 FILE NAME G C SPECS 5234 5 FT. MIN. LENGTH STEEL POST LESS THAN 2% 100 FEET AT 6 FT. MAX. SPACING 2 - 5.9. 75 FEET 5 R. MIN. IENCTH STEEL POST AT 6 FT. MAX. SPACING PLASTIC ZIP TES GEQTEXE FABRIC / 36 WIDE PLASTIC AP TIES GEQTE%nLE1 3fi" NIDE (50 LB. TEN50.E) / LSC LB. TENSILE) rFgNCH.BACKFF1 LOCATED IN TOP B" THE COMPACTION ZONE LOCATED IN TOP 6" WITH TgMPE0 LOCATION OF SILT FENCE •IIrroCK (DT. Protect Area From Sheet Flaw NATURAL SOL W FEW f FLOW 6"MIN. F.( MMYI TO API�7 (MACHINE dw VARIABLE DESIRABLE +I// 5 SLOPE OUTSIDE OF WY tT CONSTRUCTION LIMITS WAY MOM16 ow I ALIEANATVE PUNTING DETAILS ON SHEET B. FOR PEREMITER CONTROL z� fi"MIN. w Q SLICE 6a LU RATCHET -LOCKING T ALONG THE OVERLAP. SPACE OR CENTER THE OVERLAP. nr m STINGS (WITH HOOK) THROUGH THE a - 12" DEPTH n 130 LEIS -HIGH DENSITY C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE APPROXIMATELY 4" ALONG i7REWS SHALL BE ROUND HEAD GALVANIZED 1/8' DIA x SILT FENCE, MACHINE SUCED 1 2 2. SILT FENCE, HEAVY DUTY(DQ F� (D U 5 FT, MIN_ LENGTH STEEL POST GEOTEXRLE FABRIC IN HEAVY POORLY DRAINED UR IMPERMOUS SIGNS- AT 6 FT. MAX. SPACING 3/4 LONG AM WASHERS. 36" WIDE ALL OF THE HINGES. NRI) THE HOOK = U STAPLES Z LOOSEN ALL ISOLATED TREE PLAITING WCATIM45 AND PUNTING SEES FABRIC ANCHORAGE TRENCH. BACKFILL I TOWARDS THE INSIDE OF THE HOPE. / WITH TAMPED NATURAL SOIL To TO A MINIMUM DEPTH OF 12". SGL AMENDMENTS SHALL BE APPLIED O z i FLOW ARE MESH n -w �. //// �ED -RATCHET -LOCK TES SHALL BE NYLON AND AT LEAST 8' I 6' SILT FENCE TO BE PLACED ON CONTOUR. SEE ROPE/GRADE �w MIN. 2 PER TAB ER TAB IN. AND LENGTH CRITERIA BELOW LONG. STYE A MINIMUM OF 12°. DRIVE SIX SILT FENCE, PREASSEMBLED1 VARIABLE SLOPE _.� LESS THAN 2% 100 FEET P AIL 2 - 5.9. 75 FEET PFIi1Wl 5 -10% 50 FEET DEDIDIl01B NOTES DECGIGI1B 10 - 20 E 25 FEET r"r SET FENCE PER MNDOT SPECS, SOURCE 2005 ;21 GREATER THAN 20% 15 FEET AP,RL71 SEE SPECS. 2573 &3886. ASE LOCATION OF SILT FENCE •IIrroCK (DT. Protect Area From Sheet Flaw JUNEt FOR SEDIMENT CONTROL NOV.1 2 Maximum Contributing Area: 1 Acre TREE STEM. 24" MRN. HT FOR DECIDUOUS MMYI TO API�7 SLOPE APIRIL7 TO To VARIABLE DESIRABLE SILT FENCE NEAR TOE OF--� 1:6 SLOPE OUTSIDE OF WY tT CONSTRUCTION LIMITS WAY MOM16 LOCATION OF SILT FENCE I ALIEANATVE PUNTING DETAILS ON SHEET B. FOR PEREMITER CONTROL Ql'IUF SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PUTS No.: S�Nf 1"-2" CLEAN CRUSHED ROCK • E • •e" '. fes-zp MY -,Y 1.B • A 0-0. NOTE: FILTOTER STOPAMUIC SHALL BE D MIGRATION THROUGH ROCK.LACED UNDER ROCK ROCK �p �y��T�1p� CONSTRUCTION my mlOMIRm ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT ND FILE NAME G SPECS 5301 5301 I" DIAMETER ROCK FILTER NOTE SILT FENCE PER MNOOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36" QUID FASTENED TO STEEL T -I . WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF 4' MINIMUM WITr FILTERED WATER 24` 1 5 _ -10N A A, OR OFFROAD CATCHBASIN FILTER BARRIER REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 5302 FlU NAYS G: SECS 5302 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS A.VTC D CON.^M 97H EXUARL NAIMIME NIL Mfl0»i l4Ma WA Aws =ry �•'� w m 31.1-94. SNEEn FACTOR MIA ISI CIA BZB n A� B ER NOON so, (YFOlmH rWE RT Four 0707 CES 0 S NEI MV1. N215LM R,2 SSI. 6$ K IS' ITEM MODEL#CG23 DCFlECW PLAY OVERfiDW) -CENTER !# f)L7ER ASffAI&Y OVERFLOW 2 - FOP OF CURB BOX 10' ALTER BSEMNY � CURB r CG 23 HIGH-FLOW -116H-FLOW FAHRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTAI-I 1 AFTER EACH RAIN EVENT. tiff of CATCH BASIN SEDIMENT TRAP REVISED:. 1-10 ENGINEERING DEPARTMENT PLATE No.. FILE Wil G: NO SPECS 53029 5302A WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE I FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED).. ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-10 FABRIC FLAP- 6uR, UNDER ROCK TO PREVENT UNDERWASHING 2" WASHED ROOK 1' DEEP X 2' WIDE NOTES. CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. mQmUFm SILT BOX SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PUTS No.. 5302G FILE NAME G: G SPECS 5302A PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. QPIUF DEVELOPMENT INFO SIGN REIISED.1-10 ENGINEERING DEPARTMENT PUS N0'` 5313 FILE NAME G:\ENG\SPECS\5313 EJOSnNGGWE CUTARM RAMACCORQNGM FLAMt11q DETARB.Aa APPL1bAE. ON 12 RLLPEE OR GR EKEEF , OO AOT CONSTRUCT THE UPHILL HALF OF THE WATERNGBAEIN ON WET, POORLY GRAINED BOLA DO NOT COISIRIrCT WATERNG BARN. MMIID 11RAY MINST®•SIQ® B FOR DECIWCUB TREES E FDR D]NIFFROUBTREES WIRE ExrAVArGN W OT11M ACCORMM WMMINMWON eraNDAeO RANnN3DETAu (A PREPARED n THOROUGHLY E OM MGlffu l ODIC ITHOROIRi1LY IG09EAF111 MI MULCH FINOWDGRAOE 7' RANTING OSTIAL FOR MANFIARTNO ®6 u •-SIMGTUPRDJWrLWATM NOTES: 0BARE �E PEHE7NNWS MINE BE ALL ED IN THE SPRING BY JUNE IST IF FLAMING IN FALL, iLOAY FAIL DECDUOUB PUNTING CARDS. MINOR DEMEIIBMEIANALEEDDOAB<HTJLLETSCHICMEHEVDNOId1N1IWNIJCE OEPE110NG 8. -FALL PU NnWMV1Y NOTBE REfAMEEADE°diAL1OMF0. EEE WECWLPA SOMMRBPECFG PROMECTREDUIREMMM. THEFMUCN9X1 RRAERCEOMMENDUED FOR FALLINSTALLATION, N HNWHOANRUN" ONE DOGWOOD, POPLAR HALT®SRRY. LI��ANON1YD00. MAPLE, WILLAY. CRABAPPLE. PL1lAt'IEiUCI, WB.AM BUMAG. MICH. fILL IND UNAC EPT LE r Acc®ralLe PLANT appal MaRIID TETT@ TESTS SOURCE U.BDAPIANr FN NWJM7DNEMAP QUEBEC SPIrO P AIL HEY PFIi1Wl T.Vl9G1R DEDIDIl01B mEE DECGIGI1B CGIY7iDIM r"r MAY ;21 Al AP,RL71 OCT.1 ASE I ® •IIrroCK JIN1 JUNEt JMME1 NOV.1 SlT.M TREE STEM. 24" MRN. HT FOR DECIDUOUS MMYI TO API�7 APa? APIRIL7 TO To 11G7.W "HART X ® M w WY tT JuTOMEI WAY MOM16 BEPT.M MICH. fILL IND UNAC EPT LE r Acc®ralLe PLANT appal MaRIID TETT@ TESTS SOURCE U.BDAPIANr FN NWJM7DNEMAP QUEBEC Au RAMTGiDCL aH4L OLE GEEYED ACCEPTABLE fIIi NMPDINEBB: 1"IF R B HARDY TO THE MNAEHOFAOIFEVRIEWE E PROJECT WE N LOCATED ANO MWIM 810OLCNi N DCCILMEMID I TWO YEARS WITHIN ME FORATLJeA3T T1ELABT TWO YEARS W fMW BUNR BWONN EMMUPLAM STUCK QMND RANGE UNTIL OR a.^PAM STOCK. IF GROAN OUTESIDE THE ACCEPTABLE GROWING RANGE LIAll CAN BE DOCUMENTED AS EMVNGTHESEEDSOURCE AND ROOTAND (GAFr 6TOGK OROIH4TNG FROM WffHN THEAGCB TANF GNOMNO MNPE WRB INSTALL GRANULAR FILTER (.-EXCAVATE HIIEORBED 1D ALLIw PUGNGTHE TOP OF ROOT MAN "HIGHER HIGHER THAN FlNEIHEDORADE Z -AUGER r DIAMETER HOES ENTIRELYTHROUGH I FUJON W 10CRLY DRAINED LIMPAN BOLLAYERMTELY DR7JN BURSALCII.- 3.-THOUROURHLYBAU(FlILAUGER IKILEB WRHAUNFTU IACOi19RATED MRTIIREOF Eq6 GND AND BDh NRKE EGL TO REJMRETE DETAILS GAHURETA G TO NAMING DETALLB 18HEET,q . NOTE TIE NEED W0.118NOALTERNAIIVE T O MES ALL. BE ANO WHICH TYPE TO IME SMALL. BE DETERMINED BY TIECANTRAOIORBNB TQAPPROVAL ry TIEHE F/GNEFA ALTENMTNE RANTING DUMJT FORPOOJLYDRANED BOL INSTALL THE DRAINAGE L�E'GVAM MU MBEDTOAUAY PLACING THE TOP OF THE ROOT MASS 117 HIGHER MAN FINISHED GRADE. Z-INSTA1_L4' MINIMUM DIAMETER DRAIN TLE DAYUGHTNG AT A LOWER GiMOE•, AS APPROVED BY TIE ENGINEER S.^COMO DIET PLW(BHEEEmiDNBTn PlAlR1NO DETALB (BIEEr IQ . INSTALL MVII BERM 1.•'EXGVA7E 1101E ORSFD IRn1E DFPLTI6 TITS ROOTMA66. 2.^EEi ROOT NAl9B IN F10E TCIPSO BTRUCT OM BE SANDEMAA 1LYBOL. ATTEND tHEBE1NI BASE TOA WIDTH OF E TME9 TIE BETA HE[HT. 4.^CQ.PLETE RAMNG3TC PLVTINO DETALB (BHFETA)ETAI. BIIBEIQNG GT1 DETEPoOiATNO ARTIUM SHALL BE ACCEPTABLE THR000HOUTTIE COJTMGTPRF PNUME MULCH OEPTN BMNNTANEDATA MINIMUM THS DEPTH ATN1 THEA MID UPON FlNOL A(X:EPTAACE 0.EPIACFMFM MULCH NIAILBE RFOUIPED WHEN TIE CONTRIGTDRB OPFMTXMJB HOVE WNTAMIIMIED THE MULCH WITH BOL I.IO TE: 1.'•RMW3VE MACH PLACED TOAOEPTiI ORMTER ENGINEER. SPEDFlEO WHEN DIRECTED 6YTHE ENGN 2.••PUl MULCH BACK NCI LE6ST}MNSAND NO MDREIW W f RIOMTHETMWK W R TVPEOFR/1NT CMVIEROF EDBEOF {WIT TO BNANCHNGTO MUIDH UNE MULCH UNE m�® L DEP w IBBjBI OONFN1pN 11tl0 VARIES fYIM r•f r -r BEQA ICI y Au RAMTGiDCL aH4L OLE GEEYED ACCEPTABLE fIIi NMPDINEBB: 1"IF R B HARDY TO THE MNAEHOFAOIFEVRIEWE E PROJECT WE N LOCATED ANO MWIM 810OLCNi N DCCILMEMID I TWO YEARS WITHIN ME FORATLJeA3T T1ELABT TWO YEARS W fMW BUNR BWONN EMMUPLAM STUCK QMND RANGE UNTIL OR a.^PAM STOCK. IF GROAN OUTESIDE THE ACCEPTABLE GROWING RANGE LIAll CAN BE DOCUMENTED AS EMVNGTHESEEDSOURCE AND ROOTAND (GAFr 6TOGK OROIH4TNG FROM WffHN THEAGCB TANF GNOMNO MNPE WRB INSTALL GRANULAR FILTER (.-EXCAVATE HIIEORBED 1D ALLIw PUGNGTHE TOP OF ROOT MAN "HIGHER HIGHER THAN FlNEIHEDORADE Z -AUGER r DIAMETER HOES ENTIRELYTHROUGH I FUJON W 10CRLY DRAINED LIMPAN BOLLAYERMTELY DR7JN BURSALCII.- 3.-THOUROURHLYBAU(FlILAUGER IKILEB WRHAUNFTU IACOi19RATED MRTIIREOF Eq6 GND AND BDh NRKE EGL TO REJMRETE DETAILS GAHURETA G TO NAMING DETALLB 18HEET,q . NOTE TIE NEED W0.118NOALTERNAIIVE T O MES ALL. BE ANO WHICH TYPE TO IME SMALL. BE DETERMINED BY TIECANTRAOIORBNB TQAPPROVAL ry TIEHE F/GNEFA ALTENMTNE RANTING DUMJT FORPOOJLYDRANED BOL INSTALL THE DRAINAGE L�E'GVAM MU MBEDTOAUAY PLACING THE TOP OF THE ROOT MASS 117 HIGHER MAN FINISHED GRADE. Z-INSTA1_L4' MINIMUM DIAMETER DRAIN TLE DAYUGHTNG AT A LOWER GiMOE•, AS APPROVED BY TIE ENGINEER S.^COMO DIET PLW(BHEEEmiDNBTn PlAlR1NO DETALB (BIEEr IQ . INSTALL MVII BERM 1.•'EXGVA7E 1101E ORSFD IRn1E DFPLTI6 TITS ROOTMA66. 2.^EEi ROOT NAl9B IN F10E TCIPSO BTRUCT OM BE SANDEMAA 1LYBOL. ATTEND tHEBE1NI BASE TOA WIDTH OF E TME9 TIE BETA HE[HT. 4.^CQ.PLETE RAMNG3TC PLVTINO DETALB (BHFETA)ETAI. BIIBEIQNG GT1 DETEPoOiATNO ARTIUM SHALL BE ACCEPTABLE THR000HOUTTIE COJTMGTPRF PNUME MULCH OEPTN BMNNTANEDATA MINIMUM THS DEPTH ATN1 THEA MID UPON FlNOL A(X:EPTAACE 0.EPIACFMFM MULCH NIAILBE RFOUIPED WHEN TIE CONTRIGTDRB OPFMTXMJB HOVE WNTAMIIMIED THE MULCH WITH BOL I.IO TE: 1.'•RMW3VE MACH PLACED TOAOEPTiI ORMTER ENGINEER. SPEDFlEO WHEN DIRECTED 6YTHE ENGN 2.••PUl MULCH BACK NCI LE6ST}MNSAND NO MDREIW W f RIOMTHETMWK W R TVPEOFR/1NT CMVIEROF EDBEOF {WIT TO BNANCHNGTO MUIDH UNE MULCH UNE Y DEAN OF YBW L DEP w IBBjBI OONFN1pN 11tl0 VARIES fYIM r•f r -r DBCOIp1Ati1FB® 7MIN. TIN r -r IFf CQIrIDIDIISLESlS vARIEs SINK r"r r•r OGCi1101165lIRIlS SIMM. MR Ff IFf vMs rM . MM Fr r -r PBEM" MNIY ZMK r -r f -f YM71r(E.TMEAMRNITEDTR 7rBGYOln IB10EOFt/Oi Fr ILC MULOHPIACEMEM OSTIAL QF REVISED: FILE NAME: ENGINEERING PLATE OVERLAP THE CUT END 2. PLANTING DETAILS FOR TREES AND PINE TREES 1 1Y MIN.. HL FOR 2-10 G: \ENG\SPECS\5310 2.NFURIVE TWO 1' 1' OPPOSING HEARTWOOD WHITE OAK DEPARTMENT 5310 III STEEP SLOPES/MASS BED PLANTINGS 1 +•FORM A DOUBLE -LAYERED CYLINDER USING M2 "CMD GALVANIZED WELDED WIRE MESH (HARDWARE CLOTH). H dFOLD OVER TIE TOP EDGE OF THE HDPE `HIGH DENSITY POLYETHYLENE) 24' MIN. HT. FOR DECIDUOUS GENERAL NOTES OVERLAP THE CUT END 2. TOwARbS THE THRs emTOM TABS. TREES AND PINE TREES 1 1Y MIN.. HL FOR Lin L1) z SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 2.NFURIVE TWO 1' 1' OPPOSING HEARTWOOD WHITE OAK 2L --SEND TIE HOPE INTO A CIRCLE WITH III J W STAKES INTO THE GROUND 7" FROM THE CENTER OF THE THE SIDE TABS ON THE OUTSDE OF w I LL Q 1/4" GALVANIZED 'MIRE LL THE PLANTING DETAILS REPRESENT ADEQUATELY DRNNED SOIL TREE STEM. 24" MRN. HT FOR DECIDUOUS THE CIRCLE J STAKE MIH HOOK CSET'TING°PU,NTS i"C-°I+T HIGHE RR J POORLY DRalsm els l o! III S AISECURE THE MESH CYLINDER TO THE OUTSIDE OF THE TREES AJD I2 MIN. HT. FOR 3.•`PLOJ THE HINGES AND BECIIJ Z 06 6 I ALIEANATVE PUNTING DETAILS ON SHEET B. STAKES USING EITH SCREWS AND WASHERS OR PINE REFS STAKE ME 1/4" GALVAJIZEO ARE w Q z PLANTING OLE ANO H LU RATCHET -LOCKING T ALONG THE OVERLAP. SPACE OR CENTER THE OVERLAP. Q a_ STINGS (WITH HOOK) THROUGH THE o Z 130 LEIS -HIGH DENSITY BED CULTIVATION THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE APPROXIMATELY 4" ALONG i7REWS SHALL BE ROUND HEAD GALVANIZED 1/8' DIA x HINGES TO INTERCOIJNECT THE HOPE AFTER SLIDING THE WINE THROUGH 2 F� (D U PO(YER{YIENE, BRDMJ IN COLOR U IN HEAVY POORLY DRAINED UR IMPERMOUS SIGNS- = 3/4 LONG AM WASHERS. ALL OF THE HINGES. NRI) THE HOOK = U Z LOOSEN ALL ISOLATED TREE PLAITING WCATIM45 AND PUNTING SEES I TOWARDS THE INSIDE OF THE HOPE. TO A MINIMUM DEPTH OF 12". SGL AMENDMENTS SHALL BE APPLIED OR i ARE MESH 6• PE STAPLE DURING CULTIVATION. -RATCHET -LOCK TES SHALL BE NYLON AND AT LEAST 8' I LE -PUSH THE STAKE INTO THE GROUND, 12' MIN. 2 PER TAB ER TAB LONG. STYE A MINIMUM OF 12°. DRIVE SIX BACKFILL SOIL USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES. LANDSCAPE STAPLES !6" LENGTH, 2 PER REMOVE ALL DEERS INCLUDING ROCKS URGER THAN 3" DIAMETER. 4.•'1MBE0 THE LOWER EDGE OF THE MESH CYLINDER 1" TAB) THROUGH TIE H IN BELOW THE SL SURFACE WMWT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS ANGLES TD SECURE THE HOPE TO FERTIUZER MN/DOT 3881 THE GROUND. 5. -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE CYLINDER. WT THE STAKE FLUSH AM THE TOP OF THE 5.•'MULCH WITHIN THE CYLINDERLL SHA CYLINDER NOT EXCEED 3' DEPTH AND SHALL BE COMPOST Mn/OOT 3880 6.•'MULCH WITHIN THE CYUINOER SHALL NOT EXCEED 3" 1 ' MIN. PULLED BACK FROM THE DRUNK AS TOP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK ASENDIFl-ED IN MULCH PLACEMENT FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAL 45" HINGE MULCH MATERIAL MF/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. 7M+THE BOTTOM WHORL OF MINE BRANGHFFS MAY HAVE TO BE CHIME BOTTOM WHORL OF FINE MAN PREPARE PUNT SPACING OF OR LESS. PLANT IN STAGGERED REMOVED TO PERMIT INSTALLATION OF 12 MIN. HEIGHT BRANCHES MAY HAVE TO BE _ ROWS ON THE PERIMETER FIRSr, THEN UNIFORMLY FILL RJ WITH RECENT CHARDS. REM01(EO TO PERMIT INSTALLATION - - - - - - - - - - REMAINING QUANTITY. U;E TRIANGULAR SPACING UNLESS SPECIFIED OF 12f)HEIGHT NUGENT WARDS, 1y' OTHERWISE PROVIDE 5 RADIUS CLEAR OF SHRUBS AROUND EACH INSTALL ON ALL DECIDUOUS AND PARE TREES. DO NOT INSTALL • MASS FUNTING DECOUOUS TREE AND B' RADIUS AROUND EACH EVERGREEN TREE- THIS ON SPRUCE TREES. - %.••INSTALL ON ALL DECIDUOUS AND RADIUS (CLEARANCE] SHALL BE MEASURED FROM THE CENTER OF THE PANE TREES�DO NOT DNSTAL. ON . ' , ' ' - ` , ' TREE TO THE CENTER OF THE SHRUB. NOTIFY ENGINEER OF GROSS SPRUCE TR F . . . . :.,. F- I PLANT QUANTITY SURPLUS OR DEFICIENCY IMMEDIATLEY. MASS MULCH PLAINT SPACINGS OF OR LESS. ' - RODENT PROTECTION DETAIL (OPTION 1) 60Ti0M' TAH (TVP.). . '(I t I! AKS, CU MAP CR I N ASH ONLYUHDILUTLD OCUSTOR WHITE 'LA EX PANT IS ACCEPTABLE TREE PAINTING MAJOR • 24" SIZE FOR .MOUND I •L •� RANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCAUNG FROM PIAN. 12' SZE FOR L OF 15' 15" )• n CONIFEROUS TREES 55.25' PLANT TYPE AVERAGE AMOUNT OF WATER PER PREVAILING WIND4 3.25" MIF). LMIUSE SEAMLESgg EXTRUDED NMN -VIAL, APPLICATOJ IN GALLONS RDD AND SENT TRANSLUCENT' RODENT PROTECTION DETAIL (OPTION 2) NETTING LRE' POLYPROPYLENE TUBES NTHA USER MACHINE TRANSPLANTED TREES SO - 1 DO 42A AND UP LASE UNE. OUTWARD -FARED TOP RIM. PERFORATOR 2."SECURE THE SHELTER WITH NYLON NOTES: BARE ROUT TREES 15 -- TUBE SHELTER. FjACHET-LWKINc nES ATTACHED TO A 1+•STEEL POSTS TO BE NOTCHED OR MUM TO WATETETJG BALLED k BURLAPPED SHRUBS iQ 1 x 1 WHITE OAK STAKE TO PREVENT 1K CRSLODG1 G OR TASIDID, IMBED THE RETAIN WY WIRES PLACE OUTSIDE OF FIDGET BALL. DRIVE PLUMB RECAROlE55 °F GROUND GUIDELINES -- BARE ROOT OR CONTAINER SHRUBS 7 (LENGTH V BOTTOM OF THE TUBE A MINIMUM OF AR 1" BELOW THE SOIL SURFACE WITHOUT SLOPE Y ROULED STEEL WOODY SEFDI3NJG5 4 DISTURBING TIE TREE ROOTS. 2.`YREQUESTS TO SUBSTITUTE RUBBER HOSE AND PD57 (Mn/DOT 3403 RELEASABLE I MIRE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. PERENNIALS AND VINES 3 .RATCHET TIE TO 3.e INSTALL A PLASTIC PHOTOOEGRADMUE SECURE STAKE IN v1" MI NETTING COVER AND SLEEK CYER THE APPROVED, 1S" LONG IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN FORMED TUBE RECESS TOP OF THE TUBE TO PREVENT 1^TREE STAKING IS NOT REWIRED OJLL55 POLYPROPYLENE Ot SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE ENTRAPMENT OF BIRDS. PULL NETTING SPECIFIED OR NECESSARY TO MANTAN TREES IN A PLUMB CONOITON WHERE VAJOALTSM, POLYETHYLENE 40 MIL, USTED APPLICATDN AMOUNTS ARE GUIDELINES. NOT REQUIREMENTS DOWN AS SHOWN. SOL OR WIND CONDITIONS ARE A PROBLEM, 1.5' WADE STRAPS. _ CJ OR AS REQUESTED BY THE ENGINEER, ATTACH WITH 10 qD ARE 4. REMOVE AFTER OJE YEAR, SEEDLING TREE SHELTER TAIL PANT REE CIRCUMFERENCE FROM GROUND URE TO AST MAJOR BRANCH. 10', 22 L0, FUNDED CHANNEL STEEL SIG! POST (Mn/DOT 3401) OR APPROVED EQUAL. UNDISTURBED SOL LOOSENED SOL WIFE! SOIL AMENDMENTS MULCH LOOSENED SOIL FINISHED EOL ELEVATION FINISHED GRADE F v F v ° v° ED ° ° v SOLiWITH SOLAMENDMENTSAPPLICABLE TO DECIDUOUS TREES OVER 4" CALIPER MJD EVERGREEN TREES OVER 10' HT. - STANDARD TREE LARGE MACHINE UNDISTURBED . SDIL PLANTING SOIL STAKING GUYING DETAIL TRANSPLANT TREE ENGINEERING PLATE 1-10 FILE NAME G \ENG\SPECS\5311 3311 PLANTING DETAIL DEPARTMENT Cividsite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJ R ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55,101 612.676.2700 WW W.Bjr-inc.com H w w O a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma Tew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY - REVISION SUMMARY DETAILS CITY C601 ©COPYRIGHT 2013 CIVIL SITE GROUP INC J I� J o O Q Lin L1) z LL 06 III J W W w Z w I LL Q (n Q LL ~ = J d Z U Z 06 6 53 Eu / m w Q z LU Q a_ =z Z o Z Q c) QLU= 0 2 F� (D U W U `0 = Q r = U Z H w w O a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma Tew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY - REVISION SUMMARY DETAILS CITY C601 ©COPYRIGHT 2013 CIVIL SITE GROUP INC HEAD BRANCH 1 �I B �lli A C E� ELANCH CH / � ! r D (� �111I((I III1� HARDWOODS BRANCH I UANG DROP CROTCH PRUNING IS a USED FOR REDUCING THE A BRANCH OF BAN ROOT ZONES, CONSTRUCT ROOT SYSTEM ST EMS BRANCHES BY SEEMS OR BRIDGES ATH STEEL PLATE SUPPORTED ON CUTTING BACK TO A LARGE / LATERAL BRANCH. TREE TRUNK. D I/ I DROP CROTCH OR CUTTTING BACK PRUNING DETAILS (Shigo Method) SIGBFICMT TREES NEAR THE PROPOSED CWJSTRUCTON LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES, 1+.PLACE THE TEMPORARY FENCE. 2.•YREOUCE SLOPE ROUNDING WHERE ROOT ZONES ALL BE DISTURBED BY NORMAL SLOPE BOUNDING. AS APPROVED BY THE ENCNJEDi S -VARY BALK SLOPE STEEPNESS TO AMD TREE LOSS OR UNNECESSARY ROOT DAMAGE. AS APPROVED BY THE ENGINEER. TEMPORARY FENCE REDUCED ROUNDING NORMAL REMANDING ISLOPE ROUNDING DETAII ItAWRRECT CUT (TOO CLOSE) RESULTING IN DISCONTINUOUS. CAULS FORMATION AFTER ONE SEASON OF GROWTH. CORRECT CUT (LEAVING BRANCH CDU_AR BUT NO STUB) RESULTING IN CONTINUOUS DOUGHNUT SHAPED CALWS FORMATION AFTER ONE SEASON OF GROWTH. fmS TO PRUNING L-FRIST CUT PART WAY THROUGH THE BRANCH AT POINT A 2 -THEN CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A 3.W40W CUT FROM POINT C TO D- . -NF 0 IS HARD TO FIND. DROP A PLUMB UNE VERTICALLY DOWN TO POINT X. THE ANOE X -C-13 SHOULD BE APPROXIMATELY EQUAL To X -C -E SOME CONIFERS PRUNING NOTES: 1-• AVE BRACH CO (C TO D) 2t.CO NOT FLUSH CUT (C TD X) 3.'•W NOT LEAVE STUBS (B TO A) 4. --BEST TIME TO PRUNE IS LATE CORRECT T00 TOG TW DORMANT SEASON OR EARLY SPRING PRUNING CLOSE LONG SLANTED 5t-AWID PRUNING OAKS RJ APRIL MAY, CUT JUNE OR .LILY. 6. -IMMEDIATELY PAINT OAK WOUNDS MADE IN APRIL, MAY, .UNE OR JULY WITH LATEX PANT OR SHELLAC. 91 BRANCHES SMALLER THEN 2" IN DIAMETER SHOULD BE CUT JUST BEYOND A LATERA. SAD OR PRUNING SMALL BRANCHES IDEAL SMALL LATERAL BRUNCH. THE AL WT SHOULD BE SHARP, CLEAN. AND MADE ON A SLIGHT ANGLE FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPUNE OR CONSTNUCTOJ LIMITS AS SPECIFIED, PRION TO ANY WNSTTRUCTON, WHEN POSSIBLE PLACE FENCE 26 FEET BEYOND THE DRIP UNE. PLACE PROTECTION SIGNS ALONG FENCE AT 20'INTERVAL& TEMPORARY PROTECTION FENCE PLACEMENT DETAIL ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NOTES. I. -REDUCE COMPACTION ON ROOT SYSTEMS WHERE IT OCCURS BY DRILLING 50 mm DIAM. HOLES IN THE SOIL W A DEPTH 2") 450 mm (18"T. BEGIN S FROM THE TREE TRUNK AN COtJTINUE AT 2' INTERVALS IN CONCENTRIC RINGS OUT TO THE PROTECTION EM BRIDGE ZONE. PLOW Z --WATERING OF ROOT DAMAGED TREES ALL BE REWIRED TO MAINTAIN ADEQUATE BUT NOT EXfESSVE SOIL MOISTURE TO A DEPTH OF THE IMPACTTHE EED TREE DRIPUUNNDE. PORTON OF 3.^+A 6 INCH LAYER OF WOODCHIP MULCH PLACED OVER A TYPE III R731FGEOTEXIILE FABRIC MAY SE USED IN CLIIEU THE ROOT SYSTEM BRIDGE. TUNNEL uRSnwrr-,c WA apprecble Tour caap fbn to 5. -IF CONSTRUCTION VEHICLES MUST PASS OVER PROTECTION ZONE ROOT ZONES, CONSTRUCT ROOT SYSTEM cvnetructbn BRIDGES ATH STEEL PLATE SUPPORTED ON or WOW TIMBERS PLACED RADIALLY TO THE 744' TREE TRUNK. 79' TREE PROTECTION ZONE 4'b9 TREE DIAMETER AT • MINIMUM DISTANCE FROM w 4.5' ABOVE GROUND FACE OF TREE TRUNK 9109 3-4 4' aaa 10 Z 15 -19 12 Q Irr + 7 'WHDN UTIUTY INSTALLATIONS MUST OCCUR V WITHIN THE TREE PROTECTION ZONE. AS DEFINED UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART, THE CONTRACTOR SHALL BORE (TUNNEL UNDER TREE ROOTS THAT ARE 0- TO BE PRESERVED THE CONTRACTOR. SHALL Z BORE AT A MINIMUM DEPTH OF 24" BELOW THE Z GROUND SURFACE MTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS Tree Protectlan Area DO NOT ENTER THE FENCED AREA OAKTREEB, CALIPETt WA apprecble Tour caap fbn to ,.,.., protect thse Ureas dudng NOS cvnetructbn � { or 1.9102V R O75"� ) 12 - FABRICATE 12" K 9"X 3/3" SGN WITH 0.75" RADIUS CORNERS. SIGN SHALL BE WHITE WITH RACK LETTERING ATTACH SON TO POST USING 1" LENGTH WOW SCREWS, PLACED AT 2.5" AND 7.3' RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. TREE PROTECTION SIGN DETAIL ANY FILL REGUIRED ATHIN THE DRIP UNE OF TREES SHALL BE AN UNCOMPACTED ((ATH A COARSE SAND COMPONENn SANDY LOAM TOPSOIL EXCESSIVE FILL MAY REWIRE INSTAW I PERFORATED PIPE WITH AT LEAST ONE DAYUGHTED ENO DI'MNG AS AN AERATION SYSTEM. SANDY LOAM FILL DETAIL OF ENREEf21NC ra,n I cv (� F REVISEDA-10 FILE NAME:Q\ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL (MINIMUM WIDTH DOES NOT APPLY IN MASS PLAITING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE FUNTSIM PT0 (A) MINIMUM((0)) APPROXIMATE AND INLIDOINB HOLE VICTIM HOLE CIEFnIll (1) DECIDUOUS NL ORNAMETAL TREES DECIDUOUS SHRUBS CONTAINER GROWN PLANTS LLVEL I MUSOILJTIH� q A SLAPNIING C LOOSENED MULCH I1�I1 FLASHED M�IULLCH 50 BE GRADE VARIABLE 12' BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK 1.'"SCAAFY SIDES AND BOTTOM OF HOLE. 1. -SCARIFY SIDES AND BOTTOM OF HOLE. I. -SOAK ROOTS IN WATER FOR AT 1. -SCARIFY SIDES AND BOTTOM OF HOLE. 2 --PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2.^ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2 "PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING, 3."SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 3""8ET PLANT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER HOLE. SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PIANTNG WILL. HOLE. TIVE 4, -PLUMB AND BACKFILL WITH THE PLANTING SOIL 3 F REMOVES TO IR CT SCORE OUTSIDE PRUNING AS DIRECTED BY THE INSTALL RANT 50 THE ROOT FLARE IS AT OR UP OF SOIL MASS TO REDIRECT AND PREVENT PRUNING AS DIRECTED BY THE 5. -WATER TO SETTLE PLANTS AND FILL V010.5. TO 2' ABOVE THE FINISHED GRADE WTDH BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY ENGINEER S --AFTER PLANTING, LOOSEN THE SOIL IMMEDIATELY AND WIRE BASKET. (IF US31 , INTACT. 4. -TRANSFER PLANT DIRECTLY FROM ADJACENT TO THE SPADE -MOVED SOIL TO A MINIMUM 4. -BACKFILL TO WITHIN APPROXIMATELY 4 -SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT SO THE DISTANCE OF IB" AND A MINIMUM DEPTH OF IT. IT OF THE TOP OF THE ROOTBALL, THEN SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE T. -WATER THOROUGHLY WITHIN 2 HOURS WATER PLANT. REMOVE THE TOP 113 OF PLANTING SOIL. INSTALL PLANT SO THE FINISHED SOIL ELEVATION. SPREAD THE BASKET OR THE TOP TWO HORIZONTAL 70P OF THE ROOT FLARE 13 AT OR UP 1b 7 ROOTS OUT EVENLY. PLUMB AND S.^PLACE MULCH WITHIN 48 HOURS OF THE SECOND RINGSWHICHEVERURL IS GREATER ALSO ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. REMOVE ALL BURLAP AND REMOVE FROM THE CORRECT STEM GIRGLING ROOTS. PLANTING SOIL. TOP 113 OF THE BALL. REMOVE ALL TWINE, S. -WATER TO SETTLE PLANTS AND BETWEEN GUY A DROOT ALL AS ADDITIONALSUPPORT REMOVE OR CORRECT STEM CURDLING 6, -PLUMB AND BACKFILL WITH THE FILL VOIDS. BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS. PLANTING SOIL. SPECIFIED. 5.^PLUMB AND BACKFILL WITH THE "WATER THOROUGHLY WITHIN 2 PLANTING SOIL. VOIDS. ER TO SETTLE PLANTS AND FILL HOURS. V S -WATER TO SETTLE PLANTS AND FILL VOIDS. T `PLACE MULCH WITHIN 48 HOURS OF 7. -WATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOILVOIDS. MOISTURE IS EXCESSIVE. 7."WATER THOROUGHLY WITHIN 2 HOURS. B. -PLACE MULCH WITHIN 48 HOURS OF 8."PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESSIVE. 8. -STAKE AND GUY70 PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. FOR ISOLATED PLANTING LOCATIONS GENERAL NOTE: ALL PLANT STOCKMUST BE ACCEPTED IN ACCORDANCE OF MnIDOT 3881 PLIOR TO FOLLOWING THE STANDARD PLANTING DETAIL:. PLANTING SOIL W ACOMBINATION OF THOROUGHLY COOED EXISTING SOIL AND COMPOST MDL ANDUR ANY CTHER SPECIFIED AMENDMENTS. NOTE: I. -HOLE DEPTHFOR BBB AND CONTAINER PLANTS SHALL NOT EXGED MEASUREMENT FROM ROOT FLAIR TO BOTTOA OF SOIL BALL SPADE DIAMETER am 'C' OAKTREEB, CALIPETt DECIDLIOUM dTA TONIIALBNTREEIIIIARLI� CoNrea TRIBES, N96Nf 42' PID IN X109 9107 or 1.9102V 744' r49 79' 2.910&9 4'b9 wtow w &9109 9109 1!1019 INPLACEWAIL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. - FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING - PX 38' WOOD LATH. DRIVE IT INTO SOIL AT AN ANGLE 30 THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. - MULCH CONTINVOUSLY; VP TO F BEYONO TERMINAL VINE -FINISHED GRADE N DONT. on 171 0 oOMT. (607 IAO?E _ PLANT ACCORDING TO PLANTING 1YR6E0.6JL 1 111 MIN. 2' DETAILS ABOVE AS APPLICABLE. I Y0. NO. 16A (171 II` 2YN. Lm ax VINES IymmIB,M1 421 Elm VINE PLANTING DETAIL 1011117. pIm (,0 coNr. (7!O_T cf fOF ENGINEERING PLATE PLANTING DETAILS FOR nem 1-10 FILE NAMeacs�saa DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS ®TURRET 319 R0ur OR E,s reSoo 6ll%, IlW IAI(F, HN 55309 � TYPICAL DETAIL dT 400(MFn:00.:0) VAY:V..VICI(.SXYD.LNG PLAN VIEW PATENT PENDING CROSS-SECTION VIEW PATIENT PENDING LLp9 M LLAIXI 4Uf11!il➢! � PAeP f.IMN)!.VI I1BAPf� _32 - pp 1 'ul INHIBIN THIN _- � `_-PAX 6IA�IAY n.WgT[YfKPIiE 411NnL5:fEI \0- mss vagrgecArz smenus STUT176 Num I, e GALVAMSZFD S113L GRATE (ZPiEtET --�. ANODIZED Ai.UKINUM AND HEFA6LA55 FILTER AS5 LILY M.3HGUTtdc cONCRETE RISER AND mA SPFrTFIrATTnNS PATENT PENDING MANUFACTURED BY 096teX 1. STEEL RENFORCED, COD JOINT SECURED MONOLRHIC CONCRETE STRUCTURE (1,030 LEIS). 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR ENTRAINED 0% TO 8% BY VOLUME). 3. REINFORCEMENT IN ACCORDANCE WITH ASTM A615 GRACE 60 MINIMUM. 4. THREE-POINT PICC USING RECESSED LIFTING POCKETS WITH A STANDARD HOOK 5. SOIL UNDER BASE TO BE COMPACT D7095% STANDARD PROCTOR 6. TWO-PIECE LIGHT DRY GALVANIZED GRATE (34.5 IBS/PIECE) FOR PEDESTRIAN LOADING. 7. TWO-PIECE LIGHT TRUCK GALVANIZED GRATE (77.5 LBS(PIECE) FOR 2,324 POUND WHEEL LOAD. 8. USE EXPANSION JOINT MATERIAL BETWEEN TURRET AND BIORETENTION INLET GRASS PRE-TREATMENT W w Ci viIS*1te (USE SIDING CHART ABOVE) W y W y W W W W W W 1 UNG�ANCOLLECTION G R O U P RIBBON CURB m�SDPL W W y W W W W W W W 4931 W. 35TH ST. SUITE 200 W y y W W W W y W y ST. LOUIS PARK, MN 55416 CivilSiteGroup.com W W y w W W y W W W y y T MATERIAL : SEE LANDSCAPE PLAN Matt Pavek Pat Sarver MAWW W y W W W W W W W W w . 763-213-3944 952-250-2003 W W W W y W W W W W W y W W W W DJR W W W W W W W W y W W W y W W W W W y W y W W ARCHITECTURE, INC W W W W W W W y y y W y W W y 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-lna.com W W W W �i1 W W W W W W W y W W W W W w W W W W W W W W W W W W W y y y W y W SEMION W W W W W W W y W W W W W I W y W W W •- W W W W W W w W W W W `J CONNECT TO ? W W W W W W W W W W W W STORY SEMI( • W W W W W W W W W y W W OR DISCHARGE W W W W y W W W 'CATCH BAW SEE UTRITY PLAN TYPICAL PLAN \/IEW FLINT MATERIAL: SEE LANDSCAPE PLAN SEE GRADING PLAN FOR DEPTH - PAVEMENT RIBBON CMte r 3H:1L GRASS PRE-TREATMENT STRIP 24II UNDISTURBED. UNCO PAC1-2' f^ - WSTU SOIL , L MN 3'-6' SZE RIVER ROCK/RPRAP IN BAS: NON -WOVEN GEOTDOIE (YnDOT TYPE 1 - HIGH FLAW RATE) (8'-1Y DEPTH) OVER GRAVEL BLANKET - EXTENDING 1-T .1 FROM UNDERDRAIN RPE SIDES YIN. PLANTING MEDIUM DEPTH 24' H 1' `-lit5 NDERDRAIN GRAVEL BLANKET WITH A WELL %ENDED MIXTURE (BY VOLUME}. 1-1.5' DOUBLE WASHED STONE OR 50 -SOX HOMOGENOUS CONSTRUCTION SAND 4G -56S NATIVE TOPSOIL WASHED RIVEN RUN PEA GRAVEL TED UNDERORAN OUTLET RPE 8' DIAMETER PVC SEE UTILITY PLAN TYPICAL SECTION YIELD CONSTRUCTION SEQUENCING 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE WRING CONSTRUCTION. 2 ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE S. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES. 10.PLANT AND MULCH BIORETENTION DEVICE- 11. EVICE11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2 GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. BIO -RETENTION, INFILTRATION, FILTRATION (RAIN 6ARDEN - TYP.) NT5 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Maffhew R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY PLAN REVIEW_ REVISION SUMMARY DETAILS I CITY r toin N (o J J O Q L Ln O ILL Z /cl/ 0 J W LU ILL W W UL aaa Q Z UL Q V Q = 0- 0 Z C) Z Gu / C/) m cf) co W Q U) z 2 a = Z z Z Q O a U o = CD U w U LID O = Q � U Z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Maffhew R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY PLAN REVIEW_ REVISION SUMMARY DETAILS I CITY r toin N it J II L() CV I I II [ S N N Cn v I j I i rJ B LAM (fU89-314'31" ) ' 1 -P56 LAM (N(335 35')E) (60166'):,,. - -------- - 6286.04 29'f -66) I ---- ' --- -- --- ->--- - ....-- - -- ---- -- - - - --- -9S - ----------- -- ---- -- - -- - -- -- - -- -->- -- ---- --- --- ---- --- ---- > -- B - I /4-11 j� 5 - II i 6 I -FP qk 4-11 n \ 9s9 `w - i v y --- i LAM � ..__ _------' 958-------------/ I - ARM 49,U414.5 SFT. - ILAM .1 4 C E ri 3 - FP 9`Ss� \ I 1 , --- I JI � � ii i _ y1a \\\ I= \ q - w T ' I I I0 (0 u I - , ct� � - �I I j i 8 - KF6 I I i i 2 -MJ l-ICF6 L I j , ,AHN _t 2 -MJ SEED V 1 , i I - MJ 5- T. a 13 - KF6 e5� h/ REMAIN �aI I y 2 - MJ I - MJ - MI �h pI Mi i' \b\ -- 8-KF6 I -MJ 2 M IE"��► I I 2 - MJ � I � � � I -ARM12 KF6 v I � s 9� LANK ' LAM �J (S89'50'18"W) 34.38' (35.67') , I I I YFLD.D.L-RA.W.: CONTROLLED ACCESS .'• ,. I I i f , 1 1 / ' IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT PLANT SCHEDULE -OFF-SITE AREAS THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND SYM. QUANT. COMMON NAME BOTANICAL NAME IRRIGATION WATER, METER, AND POWER CONNECTIONS. DEBRIS. DECIDUOUS TREE lo 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. PSG 2 PRINCETON SENTRY GINKGO Ginkgo ee ba 'Princeton Sentry fr ARM 3 AUTUMN BLAZE MAPLE Acer x eemanii'Jeffersred" GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY LANDSCAPE NOTES: DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE 15. GROUP VAIVE BOXES TOGETHER FOR EASE WHEN SERVICE IS ORNAMENTAL TREES RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 1. ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH OVER WEED BARRIER. SB 4 SERVICEBERRY Amelanchier x grandiflora'Autumn Brilliance' CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REP SHALL APPROVE MULCH SAMPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL EDGING OR APPROVED SSC 5 SPRING SNOW CRABAPPLE Malus'Spring Snow' CONTRACTOR. OWNER'S KPRESENTIVE. EQUAL. DECIDUOUS SHRUBS 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY 17. CONTROL VIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER 2. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY FP 10 FOXI PAVEMENT ROSE Rosa 'Fox Pavement' COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL IRRIGATION WIRE. RUN UNDER MAIN LINEUSE MOISTURE -PROOF STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF . - CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE PLANT MATERIAL FOR DURING OF ACCEPTANCE PERIOD. EVERGREEN SHRUB SPLICES AID SPLICE ONLY AT VALVES OR PULL BOXES. RUN COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT MJ 16 MEDORA JUNIPER Juniperusscopulorum'Medora' THE JOB SITE. SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) 3. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY TY 5 TAUNTON YEW Txus x media'Tauntonii' SPARE W E AND GROUND TO FURTHEST VALVE FROM CONTROLLER. SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 5, CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR LABEL OR "OLOR CODE ALL WIRES.GRASSES THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 18. AVOID OVE2SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS 4. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE KFG 52 KARL FOERSTER GRASS Calamagrostis x acutiflora'Kad Foerster' BY I D VIDI SPR ADJUSTING RADIUS VE ARC ON SPRINKLER HEADS CONTRACT, LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1-V AT BUILDING. AND FLOWCOLY AD ON AUTOMATIC VALVE. FROM SUBSTANTIAL COMPLETION DATE. VERIFY WITH MECHANICAL PLANS.COVAGE. 19. ADJUST PIESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SOD AS SPECIFIED UNLESS 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. SITE OTHERWISE NOTED ON THE DRAWINGS. B. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 20. USE SCRENS ON ALL HEADS. 6. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 21. CONTRACTR SHALL SUPPLY AN "AS -BUILT" PLAN OF IRRIGATION THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW SYSTEM AI THE TIME OF COMPLETION TO OWNER'S REPRESENTIVE. A 7. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE, THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL 2'-0" BEYOND PAVEMENT. TIMES IN Al UPDATED CONDITION. 8. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 11, CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND 22• ALL PIPE ." AND OVER SHALL HAVE THRUST BLOCKING AT EACH 9, SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE TURN. FINISHED GRADE AND CAPPED. 23, ALL AUTOMIC REMOTE CONTROL VALVES WILL HAVE 30 MINIMUM DEPTH OF;/4' WASHED GRAVEL UNDERNEATH VALVE AND VALVE LANDSCAPE NOTES: LANDSCAPE CALCULATION: PLANT REQUIREMENTS: BUFFERYARD: A A = 1 CANOPYTREE / 100 LF YARD 2 UNDERSTORY / 100 LF YARD 3 SHRUBS / 100 LF YARD WIDTH MULITPLIER - M 25' = 0.4 5' = 1 PROPOSED CONDITIONS: 682 LF C 25 335 LF C 5 REQUIRED PLANTS 25' BUFFER AREA 2.728 CANOPY TREE 5.456 UNDERSTORY 8.184 SHRUBS 5' BUFFER AREA 3.35 CANOPYTREE 6.7 UNDERSTORY 10.05 SHRUBS SEE PLANT SCHEDULE BELOW FOR PLANTS PROVIDED SIZE ROOT COMMENTS 2.5" B&B STRAIGHT LEADER. FULL FORM 2.5" B&B STRAIGHT LEADER. FULL FORM 1.5" B&B STRAIGHT LEADER. FULL FORM 1.5" B&B STRAIGHT LEADER. FULL FORM #5 CONT. DENSE BRANCHING #5 CONT. #5 CONT. #2 CONT. N 1"=20'0" 10'-0" 0 20'-0" S*te G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N. Suite 210 Minneapolis, Minnesota 55401 612.676.2700v .djr-inc,wm F- 0 LU O Ir a - I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Pa rick J. Sarver DATE 10/4/13 LICENSE No. 24904 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 1074-.13,151TE PLAN REVIEW REVISION SUMMARY LANDSCAPE PLAN C7.01 V101) 0 U �. m JO J aLL_ Ln Lf) O z cli w/�/ _j J W LU LL L1.1 Z LU D LL a Q J I a Z Z xs V / DO l(r)W z a LU Z I- a o LU O Ta r=1 U w Q0 Cr) Z U F- 0 LU O Ir a - I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Pa rick J. Sarver DATE 10/4/13 LICENSE No. 24904 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 1074-.13,151TE PLAN REVIEW REVISION SUMMARY LANDSCAPE PLAN C7.01 V101) 0 t � 4- �at •� f.,.,.� � _._ }�, eft •`:� .1y roa '^ ria � �� WMAGE_ _ _ --- ' - - - - - SIGNAGE G .r . •fir � � �%�%r �� I 1 Chanhassen, MN 031 i :a D I C I B I A CITY R CHANW iSEFI MAR 1 0 2014 ERNO D1". Project Team OWNER NHH Chanhassen Partners, LLC 7455 France Avenue South, Suite 351 Edina, MN 55435 ARCHITECT DJR Architecture, Inc. 333 Washington Avenue N Union Plaza, Suite 210 Minneapolis, MN 55401 Contact: Sheldon Berg Phone: 612.676.2719 Fax: 612.676.2796 (fax) Email: sberg@djr-inc.com CONTRACTOR Fendler Patterson Construction 4839 West 124th Street Savage, MN 55378 Contact: Lee Monson Phone: 952.890.4364 Email: I monson @fendlerpatterson.com CIVIL Civil Site Group Inc. 4931 W. 35th St. - Suite 200 St. Louis Park, MN 55416 Contact: Patrick Sarver Phone: 952.250.2003 Email: psarver@civilsitegroup.com STRUCTURAL Paul Voigt & Associates, Inc. 4635 Nicols Road, Suite 204 Eagan, MN 55122 Contact: At Malecha, PE Phone: 651.686.7727 Ext. 11 Email: engineering@voigtandassociates.com Notes 1. All work shall comply with all applicable state and local codes and ordinances. 2. Work is to be completed in accordance with all documents including drawings, specifications and conditions of contract for work. 3. Refer to complete set of issued contract documents including drawings and specifications of all disciplines for applicable notes, abbreviations and symbols. Contractor is responsible for coordination of work. Notify Architect of any discrepancies before proceeding with work. Deferred Submittals Mechanical Plumbing Electrical Fire Sprinkler ARCHITECTURAL DRAWING INDEX A000 Cover Sheet A010 Code Review & Life Safety Plan A050 Architectural Site Details A100 Floor Plan A110 Reflected Ceiling Plan A150 Roof Plan Ggin Pd.ri, P.rc ti".c --3\ Wall Sections Wall Sections Details Schedules &' 41 q 21 E o. CIVIL DRAWING INDEX S1 Survey C1.0 Removals Plan C2.0 Site Plan C3.0 Grading Plan C4.0 Utility Plan C5.0 SWPPP 1 of 2 C5.1 SWPPP2of2 C6.0 Details City C6.1 Details City C6.2 Details City C7.0 Landscape Plan 41 q 21 E o. STRUCTURAL DRAWING INDEX S1 Foundation Plan S2 Roof Framing Plan S2A Partial Framing Plan S3 Details S4 Details S5 Details S6 General Structural Notes 41 q 21 E o. C T,C o E E O s � Lo Lo s o d W W M W d N N I EZt a a C fn N N C N �aN 0, O Q � 0 O J'- W' i0 75 NW WtO N N Z C Y o UeOZ� � d_d a 0 W _ , men o m 0 o - c E v o t c W fA» W UaW m C T,C o E O � d C N N a M W d N N I EZt J y na yi Ec �n y0 ao Y o m a 0 2 o IX E yym 20 rN=m 2 N C J Z N Q N a¢mZ Z rN,0 TCOp NNO W <OQ PCZ `m uLur L W U w ==N OaJ(O =Z0 C =tea a n K Z' W V Co o U 0 M N o T a � a � 1J.1 C Y EL o o U 4 4 A � I-7 n M Z M a e 6 0 0 N M O O A M Z LL QO J to aZ O O5> �Oa U pZQ W _ N F > W W W W 2 UM IN C I B CODE REVIEW PROJECT DESCRIPTION Project Name: Chanhassen Great Plains Center Project Location: NE Corner MN Hwy 5 8 MN Hwy 101 Chanhassen, Minnesota New construction of 1 story freestanding retail building. Building will be fully sprinklered and 10,446 gross sf. APPLICABLE CODES CITY OF CHANHASSEN ZONING ORDINANCE Current Edition MINNESOTA STATE BUILDING CODE (MSBC) 2007 Edition which Includes: - INT'L BUILDING CODE (W/ AMENDMENTS) 2006 Edition - INT'L FIRE CODE 2006 Edition - INT'L MECHANICAL CODE (W/ AMENDMENTS) 2006 Edition - MINNESOTA PLUMBING CODE 2009 Edition - NATIONAL ELECTRICAL CODE (NEC) 2008 Edition - MINNESOTA STATE ENERGY CODE 2009 Edition - MINNESOTA STATE ACCESSIBILITY CODE 2007 Edition AUTOMATIC SPRINKLER (Chapter 9) Automatic sprinkler system type: NFPA 13 (903.3.1) OCCUPANCY (Chapter 3) Occupancy Group (Sections 305) M: Mercantile/ B: Buisness / A2: Assembly (10,446 GSF) Non -Separated Mixed Use CODE REVIEW GENERAL BUILDING HEIGHTS AND AREAS (Chat)ter 5 Incidental Use Areas (Table 508.2) Storage Rooms > 100 SF: 1 -Hour or Automatic Fire- Extinguishing System Height Modifications (504) Height Increase (NFPA 13 Sprinkler): 20 feet and 1 story Area Modifications (506) Additional 300% for 1 story with sprinkler system Allowable Height and Building Areas (Table 503) Tabular Modified Allowable Allowable Actual Group Type Area Area Area A -2/M VB 6,000 18,000 10,446 UNSEP. USE Tabular Actual Allowable Group Type Height M VB 40'-0" 1 Story Modified Allowable Height Height 60'-0" 20'-3" 2 -Story 1 -Story CONSTRUCTION TYPE (Chapter 6) E Construction Type (602) Type VB 8 Building Element Fire -Resistance Rating Requirement (Table 601) Exit Signage provide Structural Frame 0 Hours BearingWalls— exterior 0Hours Bearing Walls — interior 0 Hours Nonbearing Walls — exterior 0 Hours Nonbearing Walls — interior 0 Hours Floor Construction 0 Hours Roof Construction 0 Hours MEANS OF EGRESS (Chapter 10) Occupant Load (Table 1004.1.1) Mercantile areas: 30 gross SF per occ. Business areas: 100 gross SF per occ. Assembly areas: 15 net SF per occ. See plan for Occupant Load tabulations. Actual occupant loads will be determined by tenant build -out plans. Mercantile load factor used on shell plan for shell exiting calculations. CODE REVIEW I Egress Width (Table 1005.1) All Occupancies with Sprinkler System: - Non -stairway Components = 0.15"/Occupant See plan for Egress Width prospectively required and provided (Egress Plan to be revised w/ Tenant Improvement Submittal) Exit Access (1014) Multiple Tenants: Each tenant to be provided with access to req. exits without passing through adjacent tenant space Exit And Exit Access Doorways (1015) Number of exits required (IBC 1015/ 1019) = 2 Number accessible required (IBC 1007) = 2 Arrangement (IBC 1015.2) - Not less than 1/3 overall diagonal (Sprinklered Building) Travel Distance Maximum (M / A-2 Occupancy): Distance Exit Access (IBC 1016.1) 250 feet Common Path of Egress (IBC 1014.3) 75 feet Width (The greater of two conflicting widths shall be used) - Design Exit Width (IBC 1005.1) Non- Stairway Components = 26" - Corridors (IBC 1017.2) = 44" - Exit Passageways (IBC 1021.2) = 44" -Exit Access (IBC 1014.4.2)= 30" - Exit Doors (IBC 1008.1.1)= 32" Min Clear Doors 48" Max Nom - Swing (IBC 1008.1.2) Side hinged swinging out at occupant load greater than 49 - Thresholds (IBC 1008.1.6) Max Height = 1/2" - 1:2 Beveled Edge If 1/4"-1/2" - Door Arrangement (IBC 1008.1.7) 48" + Door Width apart - Lock or Latch (IBC 1008.1.8) Operable From inside without use of : knowledge or keys. Manually operated flush bolts or surface bolts are prohibited. - Panic/ Fire Exit Hardware (IBC 1008.1.9) Not required at Exit/Exit Access Doors PLUMBING FIXTURES (Chapter 29): Plumbing code review with tenant plan (deferred submittal). ENERGY CONFORMANCE 5.1 GENERAL Space Conditioning Category (5.1.2) Nonresidential Conditioned Space Climate (5.1.4) Zone 6 - Southern Minnesota 5.2 COMPLIANCE PATH Prescriptive Building Envelope Option (5.5) 5.4 MANDATORY PROVISIONS Components of the Building Envelope shall comply with Section 5.4 Insulation shall comply with Section 5.8.1.1 - 5.8.1.9 Fenestration/ Door Performance shall comply with Section 5.8.2 Air Leakage (5.4.3) The Building Envelope shall contain An Air Barrier and be fully sealed at these locations: - Joints Around Fenestration And Door Frames - Junctions Between Walls and Foundaions, Walls at building corners, Walls and Structural Floors or Roofs, between Walls and Roof Or Wall Panels - Penetrations of Utility Services at Walls, Floors, and Roofs - Site -Built Fenestration and Doors - Building Assemblies Used as Ducts or Plenums - Joints, Seams, and Penetrations of VaporBarriers - Across Control, Construction, or Expansion Joints - Across Junctions Between Differing Building Assemblies - Around all other Penetrations thru the Building Envelope A ENERGY CONFORMANCE INSULATION THICKNESSES EXTRUDED POLYSTYRENE (513 / inch) Exposure Thickness Wall" (R-3.8 ci MIN REQ) 3/4" ci = R3.8 + (R-13 stud cavity MIN REQ) = R-19 prov. Roof (R-23 MIN REQ) 3" - 7" (5" avg.) = R32.5 PERCENT GLAZING Solid Ext. Wall Area 5,410 SF Glazed Ext. Wall Area 3,057 SF TOTAL WALL AREA 8.467 SF TOTAL Glazing % 360/6 GLAZING U -value 1" Insulated glazing .3 (or better) SOLAR HEAT GAIN Coefficient 1" Insulated glazing .39 (or better) SEER value 13.0180% eff. furnace RECYCLING CALCULATIONS Recycling Requirements per (MN 1303.1500) -Gross SF of Bldg x Recycling Factor (table 1A) -10,446 SF x.0025 (Malls) = 26.1 SF (at Trash Enclosure Location) LIFE SAFETY LEGEND E Egress Illumination provide 8 emergency egress power © Exit Signage provide EXIT emergency egress power 0"/0" -a Exit Width Req'd / Provided _ 44 c� m Direction of Egress 0 1111 Occupant Load LIFE SAFETY PLAN iff-MMiIC1311 0 41 4111 21 0 a a N o m U � 2 a C T o E E 8 a m io o N ww c� m -VJ NN N SON Uh 5 'o M J'U�N m Q NG C N AZ P O morn o?m m m 2 a N o m U � 2 a C T o E a y N d TL M-6 U C m m 2 U m E — r N £ `m y« £ m r o U) £vca� ia O y m O.NLN WddM C Z i m N C �3n9�Z Z < y� a tmu`oi a oOw w <<z mvum�❑z m m r w U Wr —ov�VJ =zZ C5 C5 2=,nom �. rna W in Is OZnW I C0 a a m o ❑ m o a O N � O T a � a � U C Y 0 ❑ O U iu a a m ❑ 99 N n O O 141 Al N N I_ ^_CU ''co^ v/ W J 06 A) N ry N U ullffi NW 513, 11R4 1M. 2W fTABNDARY a TOPOGRAPRVE 1 owforwa Civil Site Grou IN P 9C4 7905 GREAT PLAINS BLVD., CHANHASSEN, MINNESOTA 55317 I N 1 f `f.. N89'31 '31'E) 1 �pv�r{p�6 M , i nU RR 954 j GL Ilnv.-934.64 S ATE OF urns LAK MI SOTA CITY SSi� CENTER PARK G p W. 8TH ST. 101 SURVEY -S ITE 01 P�$ V� � VIEV RD• U o CITY OF CHANHASSEN RICE MARSH LAKE PARK i GRAPHIC SCALE IN FEET 0 1,500 3,000 VICINITY MAP SURVEY METES AND BOUNDS DESCRIPTION: A SURVEY OF THAT PART OF NW X OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE SDO.25'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N89'34'31"E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY UNE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N8934'31"E 335.35 FEET ALONG A UNE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY UNE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59"02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY UNE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE S89"50'18"W 34.38 FEET ALONG THE NORTHERLY UNE OF PARCEL 209B TO THE WESTERLY CORNER OF SAID PARCEL 209B; THENCE N59.25.32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY UNE OF STATE TRUNK HIGHWAY NO. 101; THENCE N00'11'DO"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. ZONING: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT: STANDARDS: 958.0 ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: FRONT YARD DEPTH LEAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT GF ANY ONE SIDE IN SQUARE FEET STORIES 25 FEET 10 FEET 20 FEET 20,000 TWO REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER GAS PUMP ISLAND TYPE OF TOTAL NUMBER OF 0 SPACE: EXISTING SPACES REQUIRED SOURCE OF ZONING INFORMATION: SPACES: BY ZONING: JOSH MITZER , PLANNING DEPARTMENT STANDARD: 2 5 7700 MARKET BOULEVARD HANDICAP : 1 1 COMPACT 0 0 CHANHASSEN, MINNESOTA 55317 TOTAL 3 6 PH.: 952-227-1100 STATEMENT OF ENCROACHMENTS: THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 FEET ON THE EASTERLY END AND 1.0 FOOT ON NORTH LINE. NOTES: - Small utilities located 12/26/13 per "Gopher State One Call" ticket 133530448. ACRE LAND SURVEYING ; ; ... 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V' - T O 853.4 g° s p.�sy 4 TC M SMN15.21NV j _ CES.5 y ` a ° `pyfiilC 119290 90 '1 v � ` O 1 0J '755.1 L1J RInt-M.309531 •. 953.L . •d�a"�, / , y _,�'(!... !Y` Inv. -938.19 TC s 5,a - '� RUCE10/ 110HT I ^� �.` / .. T v m ' 4 , e 954.9 UCE y'3'' i'_ - 952 8 + Tf CEvi 'SJ.7 A ' L ti Q 9 '��.i�` - R 9J �> 955.7 L05 0 QGL 1 si•:Iw , z . s. T : i Ili.^.CE3.8 -..5 `kt.,., TCRIBBON d•3 /'' Z ft1� ..'. . , a It` f1Yl�T954.45 9554 �'�Q I��• Ll 1' s lap COLUMN ._ '19� itl�� 1 ,' PIMP GAS s. -�.. £,'55.2 ,.[� ��,5 55.2 rb��prL S 81NV (✓" e 952 1 95`3 0' ` V 4 95 7517 V ° 0 _ f�G'C`"a3+/ �O�� 5 �' . �96-9 -: ' / i,.d_ TC -e 18 O v -9"4.. .953.5. 9513 %'' J, .rfY ('` .4 55.1b\ I r _ i"^ 9 LU Q Q : a y4^O' 953.5 e < 54. / 1 51 �% a Is iy I 0O9 Ny 77 955.0 -' W 4 at�.� J `958.1 {,. °. S 4 sJ� t 954.8 95 95.0 % $ yam} OL 54.8 - - T �t now LkNr9IS� C 17 '� . STORAf g'I•' 7�' 95 - Inv.�9 91 153. a•G9 .36, CDNpiiE.P71R10IW ,. MILETWcpg .y 6 Flow X954.38 / / ��y�*•ft � 48, 5� v CB3.7"M ,IDE�!1 gF5M8I COggl g 11054.6 V / 952 {i 12. ` TC -CE 953.2 'I - v.1:'Cy65iNY.N 9 .5 P a TC r 745J.4 95.. TC CE &53.8 953.3 4 .:` 9g'' / pll\ 654 8 Y / 951.9 x , -e 853.5 953.9 9518 ' tP = O TC - GL 953.2 Ss,� „95a. .. TC'` .. a USTt 952.x 951. U T _ T FRSs MNDOT Monument \O. Flaw Ung-950.539Ca9 • 4jr, • `?'--. a • ( '0/ \" I hv.�948:83 951.4 V i ROUTE I 953.6 F.O.HANOFIOLE SIGN CB3.71NV. YIELDSIGN 951.1 t i. 953.2 953.7 I Flaw'. Lhe-950.1 t 950.5 c hv.�918.71 ��, I 9s0., i G, TRAFFIC M.N.(Q +►r` © / / / BENCHMARK I � M.IL Flow Lk 1 950.11 __ 11 �� / T5' ° c 0 v Inv -948 55 TC -BE DQ tom' .` P QV / BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS CO) � � �� / / MEASUREMENTS UTILIZING MINNESOTA / �Q / / DEPARTMENT OF TRANSPORTATION VRS NETWORK) iI ISTORM NLETS / / BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME I / GPS MEASUREMENTS UTILITIZING MINNESOTA STORM � �� OW. � - -' / / / DEPARTMENT OF TRANSPORTATION VRS NETWORK). - Q MAST INLET ELE LEGEND I0' / / / DENOTES IRON MONUMENT FOUND V 40 / / DENOTES SIGN 'p 0 DENOTES STREET LIGHT 00 `olf- / / / / OS DENOTES SANITARY SEWER MANHOLE DENOTES STORM SEWER MANHOLE ❑ DENOTES CATCH BASIN / :�Y4 DENOTES FIRE HYDRANT DENOTES EXISTING CONTOUR / I DENOTES WATERMAIN DENOTES SANITARY SEWER / » DENOTES STORM SEWER * T DENOTES TELEPHONE OR FIBER OPTIC LINE DENOTES UNDERGROUND ELECTRIC DENOTES UNDERGROUND GAS x1011.2 DENOTES EXISTING ELEVATION. DENOTES CONCRETE / pQ,'O / I / DENOTES BITUMINOUS GRAPHIC SCALE W JO 0 15 50 60 120 1A i ( IN FEET ) 1 inch = 30 ft. -Gt 1R SOUL HAST q I NORTH z 12/30/13, add small utilities z , I hereby certify that this survey, plan f or report was prepared by me or under I A MINNESOTA - GOPHER my direct supervision and that I am 800-252-1188 a duly Registered Land Surveyor under CALL BEFORE YOU DIG! the laws of the State of Minnesota. ERIC R. VICKARYOUS D\Land Projects 2008\13653att-chanhassen by\dwg\13653a1ta-chanhassen bp.dwg 12/29/2013 711540 PM CST JOB#13653 Date:Oct. 7th. 2013 Reg. No, 44125 958.0 GF8.1 GF GF EX. BUILDING ( 95B.5 0 _956.8 I , 956.1 C 9CBD955.9 TEN__S89 45'O8w MNT Of 955.7, L'i 958.0 ...... ........._:.. . ...... 9: I CIL I 1953. STMH I I 953.41 955.5 T"' -9C83. SIN .W �-I8 MI .2 FL T .... ..-.-. .�. -._. _. BC ::CE -...g 5.9 954. a '. 154.4 2i . 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V' - T O 853.4 g° s p.�sy 4 TC M SMN15.21NV j _ CES.5 y ` a ° `pyfiilC 119290 90 '1 v � ` O 1 0J '755.1 L1J RInt-M.309531 •. 953.L . •d�a"�, / , y _,�'(!... !Y` Inv. -938.19 TC s 5,a - '� RUCE10/ 110HT I ^� �.` / .. T v m ' 4 , e 954.9 UCE y'3'' i'_ - 952 8 + Tf CEvi 'SJ.7 A ' L ti Q 9 '��.i�` - R 9J �> 955.7 L05 0 QGL 1 si•:Iw , z . s. T : i Ili.^.CE3.8 -..5 `kt.,., TCRIBBON d•3 /'' Z ft1� ..'. . , a It` f1Yl�T954.45 9554 �'�Q I��• Ll 1' s lap COLUMN ._ '19� itl�� 1 ,' PIMP GAS s. -�.. £,'55.2 ,.[� ��,5 55.2 rb��prL S 81NV (✓" e 952 1 95`3 0' ` V 4 95 7517 V ° 0 _ f�G'C`"a3+/ �O�� 5 �' . �96-9 -: ' / i,.d_ TC -e 18 O v -9"4.. .953.5. 9513 %'' J, .rfY ('` .4 55.1b\ I r _ i"^ 9 LU Q Q : a y4^O' 953.5 e < 54. / 1 51 �% a Is iy I 0O9 Ny 77 955.0 -' W 4 at�.� J `958.1 {,. °. S 4 sJ� t 954.8 95 95.0 % $ yam} OL 54.8 - - T �t now LkNr9IS� C 17 '� . STORAf g'I•' 7�' 95 - Inv.�9 91 153. a•G9 .36, CDNpiiE.P71R10IW ,. MILETWcpg .y 6 Flow X954.38 / / ��y�*•ft � 48, 5� v CB3.7"M ,IDE�!1 gF5M8I COggl g 11054.6 V / 952 {i 12. ` TC -CE 953.2 'I - v.1:'Cy65iNY.N 9 .5 P a TC r 745J.4 95.. TC CE &53.8 953.3 4 .:` 9g'' / pll\ 654 8 Y / 951.9 x , -e 853.5 953.9 9518 ' tP = O TC - GL 953.2 Ss,� „95a. .. TC'` .. a USTt 952.x 951. U T _ T FRSs MNDOT Monument \O. Flaw Ung-950.539Ca9 • 4jr, • `?'--. a • ( '0/ \" I hv.�948:83 951.4 V i ROUTE I 953.6 F.O.HANOFIOLE SIGN CB3.71NV. YIELDSIGN 951.1 t i. 953.2 953.7 I Flaw'. Lhe-950.1 t 950.5 c hv.�918.71 ��, I 9s0., i G, TRAFFIC M.N.(Q +►r` © / / / BENCHMARK I � M.IL Flow Lk 1 950.11 __ 11 �� / T5' ° c 0 v Inv -948 55 TC -BE DQ tom' .` P QV / BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS CO) � � �� / / MEASUREMENTS UTILIZING MINNESOTA / �Q / / DEPARTMENT OF TRANSPORTATION VRS NETWORK) iI ISTORM NLETS / / BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME I / GPS MEASUREMENTS UTILITIZING MINNESOTA STORM � �� OW. � - -' / / / DEPARTMENT OF TRANSPORTATION VRS NETWORK). - Q MAST INLET ELE LEGEND I0' / / / DENOTES IRON MONUMENT FOUND V 40 / / DENOTES SIGN 'p 0 DENOTES STREET LIGHT 00 `olf- / / / / OS DENOTES SANITARY SEWER MANHOLE DENOTES STORM SEWER MANHOLE ❑ DENOTES CATCH BASIN / :�Y4 DENOTES FIRE HYDRANT DENOTES EXISTING CONTOUR / I DENOTES WATERMAIN DENOTES SANITARY SEWER / » DENOTES STORM SEWER * T DENOTES TELEPHONE OR FIBER OPTIC LINE DENOTES UNDERGROUND ELECTRIC DENOTES UNDERGROUND GAS x1011.2 DENOTES EXISTING ELEVATION. DENOTES CONCRETE / pQ,'O / I / DENOTES BITUMINOUS GRAPHIC SCALE W JO 0 15 50 60 120 1A i ( IN FEET ) 1 inch = 30 ft. -Gt 1R SOUL HAST q I NORTH z 12/30/13, add small utilities z , I hereby certify that this survey, plan f or report was prepared by me or under I A MINNESOTA - GOPHER my direct supervision and that I am 800-252-1188 a duly Registered Land Surveyor under CALL BEFORE YOU DIG! the laws of the State of Minnesota. ERIC R. VICKARYOUS D\Land Projects 2008\13653att-chanhassen by\dwg\13653a1ta-chanhassen bp.dwg 12/29/2013 711540 PM CST JOB#13653 Date:Oct. 7th. 2013 Reg. No, 44125 Ld Ln N 1 N N I O r, 1 O (n 1 I I I 1 I I 1 I I I I 1 I I I I I I I I I I I I I I 1 1 I 1 I 1 I I 1 1 I I 1 I t I I I I 1 I I I I I 1 1 I I I 1 I I I 1 I LEGEND: M SI6N S Y A6E'. ) s AND RETURN O CITY OR T OWNER. 111' r V) I Z s jl AND I� . Q AL A6E uITILITYI II J INATE, WI UTILITY GO', . ). j 1 'JI Q jjj w I � I I I �� I 1 I I 1 1 I 1 1 I I it I , I 1 I 1 1 I ; I I 1 I I I i ' 11 1 11 ' 11 I ' I ' 1 ' I ' I ' 1 ' I I , I I 1 , I 7 , I , 1 1 I I I I_ I I I I I I I I I I I I I 1 I I 1 I I I iT, 0 335.34 - - �- - - S89045'08"W ! ----------- _-----------_-�:�,- 305 v�s2r� -----AREA -._.� AREA _ - ♦ ♦ , ♦ ♦ ---7 �Tr�Rr♦ J.. e 6 ♦fp INLET h 1,♦♦♦` r i( Ihr"�>li .'ter 957.6 s �. ��` SPRUCES n ' • ° / 2-6-14 ' ;r !list I'" I F;_, s 17T ,,X 1 CV WIVH "ILy s t .a W J o V "'J u')O 4 ♦' 1 v cx� ♦♦ w , " 1 956.9 wl _ r - 4+ • l .v. a,>FyA;�\DTVff.,, �S�p�RU�CE12 OBUSINESS �� -_- - ' 4 •l I.. AFTER f AND PVMT. SIGN Y FENCE AND PROTEGT BIOFILTRATION COt r .fn4, a 4° 45. R _ 4 AREA 1 I `1 v I / AREA, SEE SHEET 63.0 AND/OR 65.0 FOR 4+ .'4.B jc G' nLDfi9Gn ' a^ •'4 qs + ` / LIGHT \i ADDITIO1IO ` 4 ' a� SPRUCEIO I jGTE trT� 4�., q.. ,. ..: 4 �, ` I� IOVACUUM ( �i A PLE3X8 I . a s t 9 + L yc a J�/ . + �at I AIR �, t/ k-1H)HM-71-i1--.F- IL-Lf-ih-LL-ih-IF-M-ii-IH /' r+ 'P . �<C�4S P MP ♦ I COMPRESSOR . `l n Y 9. �- � t >. SWTARY AB !, 4 ••. "c 4'` ,`'.\♦ ♦ .�` ♦<• ` •. 124.�I,y - °. s .+ v OVACUUM q1 (�, '. ' .' q c , i <I l liaN PREA!/ /. �P+9� "' ti FUEL _ ,' ' xi? .a ` + A �t' i 0 o g U rr- z o0 ¢ TANK o.D / a 4 P1�Ir,,NE ♦- � � r- ti. VENT � �RUCE7X a� 4 nJ 4d� a,i=A l �� i�� , `� 5.3 it AREA F� �I v �'1 J ' j- LIGHT O / �RUCE10 a /' a 5 �. ` • �RUCE6 A/041 siil / •✓ a ,' , , �. � ` 1 "iii - �. C y s, 4 �+/•F� �� , ',, ,' ,' V P ti'sr: + Mt-<, 5 GAS VUMP ti G � SH1 e,, i♦ ��-ri�J ti •` y 5 y � Y 4 5 y ORI TI0f4 SEE SITE SURVEY FOR EXISTING ITEMS LEGEND AND SYMBOLS EX. 1' CONTOUR ELEVATION INTERVAL EXISTING SPOT GRADE ELEVATION DRAINAGE ARROW FAF rol ---------------- HEAVY DUTY SILT FENCE INLET PROTECTION PAVEMENT REMOVAL AND EXCAVATION (AND REPLACEMENT) FOR INSTALLATION OF UTILITIES REMOVE BUILDING, BLOCK, & FOUNDATIONS INCLUDING OVERHEAD CANOPY STRUCTURE AND FOOTINGS, ALL UNDERGROUND FACILITIES AND APPURTENANCES ROCK CONSTRUCTION ENTRANCE REMOVE TREE )PHER STATE ONE CALL NW W.GOPHERSTATEONECALL.ORG (600) 252-1166 TOLL FREE (651) 454-0002 LOCAL l: CICS -T1-4'-- e---�,.` T T M v! cl/ tkb , , L , - AND - TE WITH LOCATION �Q BENCHMARK P ,�- � BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS Cj / MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) REMOVAL NOTES: 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: 1.1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 1.2. INSTALL SILT FENCE AROUND SITE, & INLET PROTECTION IN AND AROUND CATCH BASINS. 1.3. CLEAR AND GRUB REMAINDER OF SITE 1.4. PREP AND TRANSITION TO NEW CONSTRUCTION ACTIVITIES 2. REMOVALS DISTURBANCE LENGTH OF TIME: 2.1. THE REMOVALS TIMING FOR THIS PROJECT IS EXPECTED TO LAST 15-30 DAYS UNTIL THE START OF NEW CONSTRUCTION. 3. TEMPORARY AND PERMANENT STABILIZATION: 3.1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. 4. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN (SHEET C5.0 & C5.1) FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN AFTER DEMOLITION AND REMOVALS ARE COMPLETE. 5. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 6. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH U11UTY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. / BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). 7. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 8. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 9. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED WORK -SEE SHEETS LAYOUT AND GRADING PLANS -SHEETS 10. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 11. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 12. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 13. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE TO THE CITY. 14. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 15. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE TO THE CITY. 16. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 18. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 19. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 20. SEE PERMIT NOTES SHEET C2.0 N 1" = 20-4- 101-0" 0 20'4" vilSI*te G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CiviISBeGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 WashingWn Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 ..djr-Inc..m 12-5-13 CITY COMMENTS 12-20-13 BID SET W ADDENDUM #1 2-6-14 PERMIT SET 2-28-14 PERMIT COMMENTS REVISION SUMMARY Z W J o V "'J u')O O /� V) Ln z C LL 06 ZJ Q z w W Z w Z) LL J Q F- _ d U Z 06 W > LV LU U m co z LU 0 z a w Z a 2 z W Q ° LLJ= o cl) 0� U w Q LO 2 2. CD = U Z Z _U 0 W 0 CL CL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI NESOTA. Ma ew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET 2-28-14 PERMIT COMMENTS REVISION SUMMARY REMOVALS PLAN 1 cl 001 m_ NI\I V) ( I I I I I I I I 10189*3 31 E) V I_C6066)- - -- --, I I I I I I I I I I -- I I I I I I I I I > I I , I I� 4.2 ITT MH v I 3•S I I i i I --- I I MATCH CD I 1 I � I a I ' ' ST. PVMT TIP I I >� �B GUT, • , i I I M , `' +I W MATCH I EN E! MATERNUTHi 0 G cur OI . " I ,T I � W I� DECORATIVE PAVEMENT AS SPECIFIED SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, ROCK MAINTENANCE STRIP ® z II � ACCESSIBLE PARKING PAVEMENT MARKING z PROPERTY LINE PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, ^j a- PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER 1 I QI i LLJ IT- ry PREVIOUSLY APPROVED. SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. I HC = ACCESSIBLE SIGN I � I � I � I I I I I � I I I I I I ' I I NP = NO PARKING FIRE LANE I I f I I I I 1 I I I Ii I Ii l l I � I LEGEND: ST = STOP I I I I I t'rc'•1 ) I I I I l I ` MATCH I I I I I I 1 1 1 I\ I 1 I J I Y 1 1 I I 1 1 1 1 I I I I I I I I I I 1 I I I 01 11 RII 111119 04 • �1 STOOP/STEP L TAPE ` G 25 FT. FRON W/ RAIL, 5EE FIRE DEPT. ?5 SETBACK UNI ARCH- CONNEGTION� mss) GONG -RA-IL J PRIOPIOSM BALI> r � low 65F 5EE BLDG. PLANS FINAL 5TOOP LOCATIONS AND 51ZE. ALIGN WALK WITH 5TOOP5 A5 ! AITURE GONG. x C= CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, DECORATIVE PAVEMENT AS SPECIFIED SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, ROCK MAINTENANCE STRIP ® HEAVY DUTY BITUMINOUS PAVEMENT ® ACCESSIBLE PARKING PAVEMENT MARKING - - - - PROPERTY LINE PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, CURB & GUTTER - T.O. = TIP -OUT GUTTER PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER 18• BITUMINOUS PAVING TO BE "LIGHT DUTY' UNLESS OTHERWISE - - - • - • - - UTILITY OR ACCESS EASEMENT RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT CURB SECTIONS TO BE PAINTED YELLOW TO INDICATE RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR "NO PARKING" PREVIOUSLY APPROVED. SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. ' HC = ACCESSIBLE SIGN w NP = NO PARKING FIRE LANE OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL ST = STOP PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH CC = COMPACT CAR PARKING ONLY `GOPHER STATE ONE CALL TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH W W.GOPHERSTATEONECALL.ORG 6;w (800) 252-1166 TOLL FREE A.D.A. REQUIREMENTS -SEE DETAIL. (651) 454-0002 LOCAL r S -- a t ' T M C 0 / SITE LAYOUT NOTES: OEM •� r y It7NJ . 'NEI►,m`0! .. GONG. - 26 CURB TAPER AGCE551BLE PARKING SPACES, INCLUDING 516NAGE AND 5TRIPING i 5 T EASEMENT / / o SNOW 5 AREA 5 .5 / 1 WALVGATE / SIGN, "NO P, / FIRE LANE', / S� a RAIN 6 BOT EL / OE- - - - 7305 3 861 cabD TYP 62.66 -'/ 960.3 l� TRASIi/REGYGLING SEE AITEC HVY. DUTY NG. P TZE 10TARY W' 960.6 &936.15 AB a / / - RAI BO .00 =854.60 BENCHMARK S BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) / 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, 17. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, TYR INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER 18• BITUMINOUS PAVING TO BE "LIGHT DUTY' UNLESS OTHERWISE UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS J c RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR PREVIOUSLY APPROVED. c LL THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT VJ w 19. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP BE CORRECTED AT NO ADDITIONAL COST TO OWNER. TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH UNE. SEE LANDSCAPE DOCUMENTS. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE Q A.D.A. REQUIREMENTS -SEE DETAIL. ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF H = MATERIALS. STAKE LAYOUT FOR APPROVAL 9. CROSSWALK STRIPING SHALL BE 24' WIDE WHITE PAINTED « W > LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS � OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL LL PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR LL STREET OPENING PERMIT. Z 0-Z UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL W c GOVERNING BODIES. III -Q 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN LU = c THE GEO-TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE 10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE IMPROVEMENT MATERIALS. LL = G NOTED ON THE DRAWINGS -TAPER BETWEEN CURB TYPES -SEE 0 rn c DETAIL Z 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND Q LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR 11• ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. LU O REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE o' o_ PRIOR TO INSTALLATION OF FOOTING MATERIALS. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SUPERVISION AND THAT I AM A DULY 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS LICENSED PROFESSIONAL ENGINEER SITE IMPROVEMENTS. UNDER THE LAWS OF THE STATE OF AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND MIN ESOTA. SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE DATE DESCRIPTION ARCHITECT. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO 12-5-13 CITY COMMENTS EXISTING BUILDING UNLESS NOTED OTHERWISE. 12-20-13 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING 1-03-14 2-6-14 ADDENDUM 41 PERMIT SET,,, DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. 15. STANDARD PARKING STALLS TO BE 9' WIDE x 20.0' LONG LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND WITH 25' DRIVE AISLES UNLESS OTHERWISE NOTED. SHALL BE AS SHOWN ON THE DRAWINGS. 16. HANDICAP PARKING STALLS TO BE 9' WIDE X 20' LONG WITH 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR 9' WIDE LOADING ZONE UNLESS OTHERWISE NOTED, SEE SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR DETAIL CITY OF CHANHASSEN NOTES: 1. OWNER SHALL SECURE AN ENCROACHMENT AGREEMENT WITH THE CITY FOR ENCROACHMENT BY THE TRASH ENCLOSURE INTO THE EXISTING SANITARY SEWER EASEMENT ALONG THE NORTH SIDE OF THE PROPERTY. 2. CONTRACTOR SHALL CONTACT CITY INSPECTIONS DIVISION TO REVIEW PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. PROVIDE "NO PARKING FIRE LANE' SIGNS PER CITY STANDARD FOR DESIGN AND SPACING, ALONG ALL CURBS WHERE YELLOW "NO PARKING" PAINT IS APPLIED, SEE SITE PLAN. PERMITTING NOTES: 1. CONTRACTOR SHALL SECURE A DEMOLITION PERMIT PRIOR TO COMMENCEMENT OF WORK, INCLUDING PERMIT AND COORDINATION WITH MPCA FOR REMOVAL OF UNDERGROUND FUEL STORAGE TANKS. 2. OWNER SHALL PROVIDE AN ACCESS/SIDEWALK EASEMENT(S) FOR PORTIONS OF WALKS WHICH ACT AS THE "PUBLIC WAY BUT ARE NOT LOCATED WITHIN PUBLIC RIGHTS-OF-WAY. 3. OWNER SHALL SECURE A CONSTRUCTION AND ACCESS EASEMENT AND/OR PERMIT FROM MnDOT FOR SIDEWALKS THAT ARE TO BE CONSTRUCTED WITH MnDOT RIGHT-OF-WAY. 4. LOT COVERAGE INFO: IMPERVIOUS = 31,443.1 SF - 63.6% (NOT INCLUDING FUTURE PATIO) 31,733.8 SF - 64.2% (INCLUDING FUTURE PATIO) PERVIOUS = 17,971.4 SF - 36.4% (NOT INCLUDING FUTURE PATIO) 17,680.6 SF - 35.8% (INCLUDING FUTURE PATIO) TOTAL = 49,414.5 SF 0 A11191111L 1"=20'0" 10'-0" 0 20'1 C i viit G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Mall Pavek Pal Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700w .djrvinc.com REVISION SUMMARY SITE PLAN C2.0 RIGHT 2013 CIVIL SITE GROUP INC. W Z W J c U M j C L0 Lf) c LL VJ w 2 Z - z LLJ LL QLU Z LL Q N Z H = a c U « W > LU c i m � LL LL 0 z Q LL Z 0-Z LL z W c III -Q LU = c NL cq Q� U Q L0 LL = G 0 rn c Z Q C _U LU O o' o_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MIN ESOTA. Ma ew R. FEVER DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10-4-13 SITE PLAN REVIEW___._ 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-03-14 2-6-14 ADDENDUM 41 PERMIT SET,,, 1 2-28-14 PERMIT COMMENTS REVISION SUMMARY SITE PLAN C2.0 RIGHT 2013 CIVIL SITE GROUP INC. In c N N (D I 078934'31"E) °"'tel__-`' 160 66')- 10 --1 ice I � I I GL 954.5 I i i TC 954. GL i \� rTMH54.2.ilil > 1 I I V I 135 I I � i I 9540G TC � MA1 3. 19 GL II 7,71 I. -- I i 9541 5, I- I0 TC 11 -I-I01 3S I � I 943.0 W =1. I I . 0 I' .6 -MATaL I I 953.1 4 x' T I TC I I -- 95 S 3.3 1 11 1 'TC 1 .: �f 952.81 i I �l1 GL 51.9 ^ 1952_ 1 l4 L.L 1MATCFI � � Coe, 'yY I V 1 I: 9jZ48 I 19 .1 I Q 1 I W Ld I 156G I � � , MA 13 14 1 x 53 l 14-- I I 951.9 -4 1 x 1 952.4 GL it 9 3. TC I 1 � I 1 s ( I f I 1 I I 95 I 1 1 I I 1 I 1 I I I I. I 1 I . 951.4 G50.8 I TC I I LEGEND: a C.FL3' 9 54.44/ I 1 Ii 1 It 1 953.7 CE 1 953.8CE a 55.30 55 BSTEP I l 55 E`5T14P 00 X 95�rd.5 R95: 955.30 d0 x 9 `55.3 966.7 i f i ,i 65.8 9E I 9Ei5.4x 964.7 955.8�. - 96.0 X TC .\ \\ - y9fi6 2------966.3 x 965.1 ---964------------------ 1 ' \956.8 '`-- - '`----------------- --------+------�- `// / S o -------, x 73 /= --- '' 155.9 --- - - 95 TP ` 3& fw-- - I ----/ - , x 66 - - -- - -'-'- ..... x ' -- - - - -- - - --- - - - -- -- - _ - - ........ _- -- -- 959 - - - - - - --- \ /,, 77 11 80o G`3.41t(CT� rn x TI k I I I 1 II ::.; O ! 1111 1 1 /\�• y,9\�� 111 1 1 DN;FjGT ROOF+ DRAI + + c ATO RAtl 8y3. X J65.-80� 6 �+ x 953.5 x x cp DOOR 3 953.1 GL 966.30 i95�952. 2 -( G\ - `9 5 3(4F 83.5 \� 953.8 i T X T 5/ / M 101 532 ------- EX. 1' CONTOUR ELEVATION INTERVAL 419 1' CONTOUR ELEVATION INTERVAL y�ryti SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) 722.OG SPOT GRADE ELEVATION GUTTER 722.OBC SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) 722.OBS SPOT GRADE ELEVATION BOTTOM OF STAIRS T-aTIP OUT (T.O.) CURB AND GUTTER WHERE ---------------- APPLICABLE -TAPER GUTTERS TO DRAIN AS SHOWN 4EOF EMERGENCY OVERFLOW GOPHER STATE ONE CALL NW W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL / 9� 54.60 EOF /9 �r •/S ". • - r►ssli r GENERAL GRADING NOTES: 9595H.97958.35 TC 958.33 5 X ,3� '• X 96d. j .07 --- ---' 957.93 \\ / 955. 955.9 x TC '-956__- 57.60 57.22 1 x 954.89 - --_ Xy5/• x Or, -- --__ -- ------ x950 1 / 955. 954.3 / - ---- 5 4 / X956 56.i 56.7 955.806 i / / TC x in 80 rn X71 e // 3.00 / y/ / 1 ,�`L x 95,5.2 / ° i °P5 54.9 IN 674DEN-2 56.3 / + 66 / 9g3 954.JbOT TC 4�sp 1� \ 4& r SNIfARY,�'�' 1'5 7. TC / '14 955.80 3 95 .65 DOOR 9 .00 �p 955.30 / 95 .1 75) 54.63 r�° / 5.3 954.4 ---- / 95530 955. 5 x .3 LOC 0 954.6 $ 55.7 ' E ''�s�' TC /' .-FsROTEG7 BIOFILTRATION AREA/DE>/IGE FROM ALL 5. 4 CON5TRUGTIgN RELATED AGTIVME5 / 54.4 ` MAT CON5TRUG'hON5GHEDULE.,IN�TALL ON / ST ' 98 954.8 ��' AROUND ENTIRE1310FILTRATION A5 X4.,70 RAIN 6 - MATCH TC M. PROVIDE SND AFFIX TO 'KEEP OUT' / S16NA6E LOCATED EVERY 20'. GOMPLET� 2 DRAIN OF 51TE IMPROVEMENT5, OR DEEMED -954$0 "SIIB�TAifTIALLY GO BY GIN, (INCL- NG V GF L 954.6 '' SA -5t COURSE OF B INOU5 PVMT) TC-t.ON5TRUGTION IOFILTRATION PROJECT IL5 AND ENS W ALL ION CON INLET 7EGTIO IGE5 ARE ' IN5 AND OPERATING TLY. REMOVE - ---- OION CO DEVI AND INLET PROTEGTIOW- ONLY L ; ,'' Q ✓ AFTER PR4.EG MPLETION AND ACCEPT ,QCE BY / / / 953.7 G� '- TC ,' \ BENCHMARK BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT W PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. Z ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOP -SOIL AND SODDING CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS ACTIVITIES. FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF W Z o CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED 9. EXCESS FILL MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT LO BY THE CONTRACTOR OFF-SITE. SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO C6 INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 10. AREAS AND MATERIALS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL _ BE REPAIRED WITHIN 10 DAYS, IN A MANNER APPROVED BY THE 2. SEE SITE PLAN FOR HORIZONTAL LAYOUT. Q W ENGINEER/LANDSCAPE ARCHITECT, AT NO EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL 11. PROPOSED SPOT GRADES ARE FLOWLINE FINISHED GRADE ELEVATIONS, REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION, SOIL a UNLESS OTHERWISE NOTED. CORRECTION, TYPE OF BACKFILL, OR REQUIREMENTS. a O 12. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL 4. EXCAVATION AND EMBANKMENT ACTIVITIES SHALL BE PERFORMED IN W > SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. i m NOTED. 5. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN 13. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION ON THE DRAWINGS. SLOPES GREATER THAN 3:1 REQUIRE SURFACE SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE Z Q ROUGHENING BY EITHER 'STAIRSTEP' GRADING, GROOVING, FURROWING, OR CITY. � TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE EROSION CONTROL �w�//j� V� LU BLANKET AS SPECIFIED. SLOPES LESS THAN 3:1 NOT STABILIZED WITH 6. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF VEGETATION SHALL HAVE THE SURFACE ROUGH GRADED TO REDUCE WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND Q L RUNOFF VELOCITY UNTIL SOD HAS BECOME STABILE AND MATURE. AT NO ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN CD Z c TIME THROUGHOUT THE DURATION OF THE CONTRACT, SHALL SLOPES BE DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO z A SMOOTH GRADE OR A COMPACTED SURFACE. CONSTRUCTION. 14. CONTRACTOR SHALL STRIP, STOCKPILE, AND RE -SPREAD SUFFICIENT 7. THE CONTRACTOR SHALL SCHEDULE SITE WORK TO MINIMIZE THE W w 0 TOPSOIL TO PROVIDE A MINIMUM COMPACTED DEPTH (PER LANDSCAPE DISTURBED AREA AT ANY GIVEN TIME. PLAN) TO DISTURBED AREAS TO BE SEEDED OR SODDED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE EROSION CONTROL NOTES: SEE SWPPP ON SHEET C5.0 & C5.1 CITY OF CHANHASSEN GRADING NOTES: 1. ENSURE LOWEST LEVEL OF BUILDING IS MIN. 1' ABOVE EOF 2. SEE RAIN GARDEN CONSTRUCTION DETAIL, SHEET C6.2 FOR RAIN GARDEN CONSTRUCTION SEQUENCING. N 1" = 20'4, 10'-0" 0 20'-0" v iitIc G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroupmm Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 ..Cjr-ino..o GRADING PLAN 1 031.0 RIGHT 2013 CIVIL SITE GROUP IN W Z W Z o V � J O LO LL C6 Z � J _ LU UJ LL Q W Z LL J Q a Q a O U Z06 W > LU W'^ U i m W z �+ Z co LU Q W Z Q > � a �w�//j� V� LU _ ~ O U LU Q L _ 2E CD Z c = U z z W w 0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma ew R.Pavek DATE 2/6/14 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10-4-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS -------_--- 12-20-13 BID SET 1 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET 2-28-14 PERMIT COMMENTS REVISION SUMMARY GRADING PLAN 1 031.0 RIGHT 2013 CIVIL SITE GROUP IN SANITARY of I of I 1 LI) N i I z z z z I mc)j mO O CZ))I m m I 0 II~ ? i x �I I I c7io i o � o o i z I (T89°314'31"E) ---- -�- ' ~ 0 j6066>�_ �� I tlnlMr n� SANITARY 1 � II U -1 MANHOLE 6 STREE LIGHTT 3 I ' RIM: 954.54 Inv.= 38.191 I z l N. FL: 947.97 ob Z {... ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) W. F.L: 948.55 ob I p ~ 0 V i it E. FL: 937.64 shot ESTOR I zLLJ 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF S. FL: 937.64 shot m F_ 54.' Q > yy TMH �5 �- �. TELE GOt"tii, (. V 1 I 3 Z TO I ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE - .40 CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE I - , I ?X IIIE W/E 1 '= 50.13 Q ________ -J _ III PROPli= .W h4�If�H,(aIFY IOR T. 27 I FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE Of Flo Line=954,5 4�60< � *So II -I-I-1-1-I-I � � � SANITARYv Q 1 Q MANHOLE ARCHITECTURAL AND MECHANICAL PLANS. w CONNECT TO EX 10' ) I I RIM: 953.0 N. FL: 93 51 WATERMAIN WITH WETTAP - PER CITY STANDARDS I I }F w yW. F.L.: 93k15 1 I v I C I I I AND REGUIREMENT5. I U (2) 1' COPD RESTORE STREET z i I � n WA R SERV�f 5EGTION IN KIND F I EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES PRIOR TO v C v M Q OII cc I I -t' 112' IE WI}RI RI 34 LF 12" RLP 5TORH:5EYqER 0020% RE -953.04 -10 LF 12" RCP 615086 __ _. STORM _ / --TE NE 12'=850 b6� 00.20%IV IE 5UMP 3'=941.86 NSTALL SAFL BAtT INSTALL HYDRANT 4 VALVE PER CITY STANDARDS AND REGUIREMENT5. S89045'08"W GBM14-2 (48') GA5TIN5=R-3061 RE --6153.65 IE 5W 12'=6151.00 IE E 12'=451.00 6' X 6" TEE - 2 45' BENDS FIRE DEPT. - ABANDON EX15TI CONNECTION WATER SERVICES CITY STANDARDS.--- IIS _._Oj (I) 45' BEND B 262 LF b' L 52 DIP WATERMAIN STUB TO 5' ROM 5LD6 SPLIT P41THII I BUILDING FOR FIRE AND DC COORDINAI WITH MEGHANIGAL PLAN 2 45' BENDS (1) 45' BEND If Com` s MNDOT Monument o :_�RCCVv �y�S73 T O SIGN I I J 1 � II Y U -1 I II: -. I Rim= 53.3$ I . y STREE LIGHTT 3 I ' v /' Inv.= 38.191 I z l � ii Z {... ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) oI I p ~ 0 V i it c)OD li z zLLJ 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF V m F_ 01! Q > yy 3 10. �- �. TELE GOt"tii, (. LL a CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE Z i 21. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE Fill- CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE UnLITY CCP. 2 Z Q REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE Q I. 11. I W ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR I FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE Of Flo Line=954,5 4�60< � Inv. 48191 (� THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Q LL LL , I ARCHITECTURAL AND MECHANICAL PLANS. I I � 2. � , Q I I I TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. I v I C I I I I I , I U , I I Flow Lin =950.53 3. I I 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 3 Inv.=946, I ROUTE SIGN I EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES PRIOR TO v CITY. Q CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE I I I I i , Flow'LI e=950.1 W a I i ALL STRUCTURES, PUBUC AND PRIVATE, SHALL BE ADJUSTED TO Inv.�94 .71 l I i i I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS I v , w , Z 34 LF 12" RLP 5TORH:5EYqER 0020% RE -953.04 -10 LF 12" RCP 615086 __ _. STORM _ / --TE NE 12'=850 b6� 00.20%IV IE 5UMP 3'=941.86 NSTALL SAFL BAtT INSTALL HYDRANT 4 VALVE PER CITY STANDARDS AND REGUIREMENT5. S89045'08"W GBM14-2 (48') GA5TIN5=R-3061 RE --6153.65 IE 5W 12'=6151.00 IE E 12'=451.00 6' X 6" TEE - 2 45' BENDS FIRE DEPT. - ABANDON EX15TI CONNECTION WATER SERVICES CITY STANDARDS.--- IIS _._Oj (I) 45' BEND B 262 LF b' L 52 DIP WATERMAIN STUB TO 5' ROM 5LD6 SPLIT P41THII I BUILDING FOR FIRE AND DC COORDINAI WITH MEGHANIGAL PLAN 2 45' BENDS (1) 45' BEND If Com` s MNDOT Monument o :_�RCCVv �y�S73 T O SIGN I I J i Flow U e=950.11 I i o 1 G_ Inv.= 6.56 I i U 1 <v of THE MECHANICAL DRAWINGS. � ii , F. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) W I p Jc L c)OD li z 1 O 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF V m 01! ( l i m > STORM FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 10. �- INI FTC LL LEGEND: O MANHOLE OR CATCH BASIN ►. GATE VALVE �► FIRE HYDRANT >- SANITARY SEWER » --»- STORM SEWER WATER MAIN )PHER STATE ONE CALL ✓VW W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL UTILITY NOTES: TRAFFIC 4 M.H. M CURRENT OWNER: "VALVOLINE"� VALVOLINE INSTANT OIL CHANGE BUSINESS PID: 252870020 CARVER COUNTY RECORDER SIGN DOC.: UNKNOWN CURRENT USE: 335,344 _ 1 RLS#7725 5 RLS#77201L CHANGE Fl tLLTy _ _ __r - - ♦_ _ _ 52 LF 12" RGP STORM 5EYrER EXI5TIN6 b' PVC SANITARY e 020% a SERVICE REUSE IF POSSIBLE. FIELD VERIFY SIZE, DEPTH, ------ ---�.\ CONDITION AND ELEVATIONS ( 1 PRIOR TO CONSTRUCTION. 73 0 S3 52,E 62.66 _._----- _ _ _._._._-_._ _._._ _- .-.-.-.-.--- --- ._.,.SANITARY \1\ I% MANHOLE -5' ---- RIM: 961.11 shot >� / 4 IE=937.01 shot i / / RAIN GUARDIAN / RE- -q543/ IE=6153.03.0 / L SAS'METH2 /� ' LOCATION / �e w' IS LF 12" HDPE STORM 1 .00 SEWER o 0.00% c 20 LF 12" HDPE STORM / e SEWER a 0.0% FES e// IE --6153.00 ,w w' U Y, b' DRAIN I ROOF IE -g5 TO RAIN GARDEN o S� �� < e 3 T1 Flo ine=95 OUTLET -4(60- DIA) / c� =950. GAST(N6=R-1642 a/� J RE=q%.00 PER WALL E; q IAO / WEIR TOTOP OF STRUCTURE,' / z ORA WEIR.WALL 6" ORIFIGEJE`-953.00 Flow Line =954.36 b' I LINES IE SW 12"=6153.00 Np�3fREAM OF PEI Inv.=949.71 I IE NE 12'=g53.0Q-"TREAM OF WALU / HE DT (2) 15,'=851.00 (DOWNS OF WEIR WALE P IE 5E 12` 951.00 (DON6d5 OF WEIR �U GONNEGTEX -TB j L PF� O RE-g52.g1 SHOT GR . EX HE 5 12'=0.1 7 PROP It I �i0 0 J ok "SSP JP \POS, 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE OTHERWISE NOTED. 19. COORDINATE LOCATIONS AND SIZES Of SERVICE CONNECTIONS WITH ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT F_ THE MECHANICAL DRAWINGS. Z UMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY UNES, 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) W Jc EASEMENTS, SETBACKS, UTIUTIES, BUILDINGS AND PAVEMENTS. V OR HIGH DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF V CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS 01! Z UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. Ids FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 10. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE W LL a CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE Z OR TO END OF FLARED END SECTION. 21. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE F' CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE 2 Z Q REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE H LAYOUT SHALL BE APPROVED BY THE ENGINEERAANDSCAPE 11. UTIUTIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR W FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE W CONTRACTOR AND SHALL BE ESTABUSHED PER THE REQUIREMENTS OF APPROVAL � FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH (� THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Q LL LL Z ARCHITECTURAL AND MECHANICAL PLANS. Z (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE UMITED 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. Q c: /�/� V/ TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. C 12. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED U ALL PUBUC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 Z ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE Z EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES PRIOR TO FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT CITY. Q CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE REFLECT SUMPED ELEVATIONS. C U ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. W a 22. ALL STRUCTURES, PUBUC AND PRIVATE, SHALL BE ADJUSTED TO n. 13. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL 4. ALL EXISTING UTIUTY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT CURB UNLESS OTHERWISE NOTED. OWNERS MUST BE COMPUED WITH. STRUCTURES BEING RESET TO ew R. Pavek "GOPHER STATE ONE CALL' (651-454-0002 OR 800-252-1166) FOR DATE 2/6/14 LICENSE NO. 44263 PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE 14. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE LOADING. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 23. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTIUTY 15. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, COMPANIES. 5. UTIUTY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO 'STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION TO SANITARY OR 24. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE INSTALLATION" AND 'SANITARY SEWER AND STORM SEWER STORM SEWER UNES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). 16. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF 25. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON 6. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND COMPLETION OF WORK. RE -USED OR PLACED AT THE DIRECTION Of THE OWNER. 17. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO 26. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE 7. ALL WATER CONSTRUCTION. GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS OTHERWISE NOTED. MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, 18. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. CATCHBASINS, OR OTHER STRUCTURES. 8. ALL SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS CITY OF CHANHASSEN UTILITY NOTES: 1. CONTRACTOR TO MAINTAIN MIN. 3' CLEAR AROUND ALL EXIST. AND PROP. FIRE HYDRANTS. 2. EXISTING SANITARY SEWER UNE MUST BE TELEVISED BEFORE AND AFTER CONSTRUCTION ACTIVITY TO ENSURE NO DAMAGE HAS BEEN DONE TO EXISTING LINES DUE TO CONSTRUCTION. 1" = 20'-0" 10'-0" 0 20'-0" 1v1I S1te G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55,101 612.676.2700 w .djr oc.com W LLI F_ Z W Jc V L J C C V Lo 01! Z Ids w W LL a Z LL J cn F' > 2 Z Q a H = a c U ,z W > W c J m � LL (� z Q LL LL Z a Z z W H- Q c: /�/� V/ W= C c U c aCD Z Z c Q C U W a n. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma ew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION REVISION SUMMARY UTILITY PLAN C400 RIGHT 2013 CIVIL SITE GROUP INC. I I II I I l I l I I� LEGEND: ------ EX. 1' CONTOUR ELEVATION INTERVAL 419 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (FLOW LINE UNLESS trcv OTHERWISE NOTED) 422.OG SPOT GRADE ELEVATION GUTTER 422.08C SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) 422.OBS SPOT GRADE ELEVATION BOTTOM OF STAIRS I t HEAVY DUTY SILT FENCE INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE TIP OUT (T.O.) CURB AND GUTTER WHERE APPLICABLE -TAPER GUTTERS TO DRAIN AS SHOWN IPHER STATE ONE CALL M W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL G.L.B. PROPERTIES LLC PID: 252870030 CARVER COUNTY RECORDER DOC.: UNKNOWN CURRENT USE: RETAIL STORE Civir"Isite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 w .djr-inc.com / St lay uPr Et - 0 954.4 955. LOC 0 55.7 / / Vok- r {t TC / CRPFF�G Z U W J EPSP 0° V t J O ' O LO LL Ina=95 IijROTECT BIOFILMTION AREA/DE�GIGE FROM ALL /" ,'' PF�\G�P v� 2i W 06 CON5TRUCTIPWRELATED ACTIYNIES J CONSTRLC�ON SCHEDULE. STALL ORANGE ION / 0_\ Z Z W FENC,MiLij 6 AROUND ENTIRESIOFILTRATION A5 0G Q W Z Lt_ 9C54.8 5H M. PROVIDE AFFIX TO 'KEEP OUT', / / F P`' 07 Line ,954.36 5167NAC7E LOCATED EVERY 20.. COMPLET�OK J Q ~ H =949".71 OF SITE iMPROVEMENT5, OR DEEMED ,'' a Z Q ,SINV.N SUB5TA1fTIALLY GO BY CITY, (INGf-DING Q B/� COURSE OF B INOUS PVMT)„00 = a CON5TRUCTION IOFILTRATION Q U Z °5 PROJECT IL5 AND ENSIALL ION' W CO INLET PRPTEGTIO IGE5 ARE � w U " INS ANDTING TLY. REMOVE _J U) W ION CO DEVI AND INLET PROTECTIONS'' m _ ONLY AFTER PRO JEG MPLETION AND %' 111 CO LU ACGEPT�t4"GE BY v Z Q W /. Z Z z Z Q A V W' ' ♦ W = I- /� O � Q U w ao=2E BENCHMARK BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS _ ' MEASUREMENTS UTILIZING MINNESOTA V 0 DEPARTMENT OF TRANSPORTATION VRS NETWORK) a SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: SPECIALTY EROSION CONTROL: PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF A GAS STATION INTO A RETAIL BUILDING WITH SURFACE PARKING. THE OVERALL TIMEFRAME IS 12-18 MONTHS. CONSTRUCTION SEQUENCING IS PLANNED AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALL 810 -ROLL AROUND SITE & INLET PROTECTION IN AND AROUND CATCH BASINS (WHERE NOT COVERED BY IN PLACE REMOVALS EROSION CONTROL FACILITIES) 3. STRIP AND STOCKPILE TOPSOIL 4. ROUGH GRADING OF SITE 5. STABILIZE DENUDED AREAS AND STOCKPILES 6. CONSTRUCT BUILDING AND IMPROVEMENTS 7. INSTALL STREET, CURB, SIDEWALK AND SITE IMPROVEMENTS 14. FINAL GRADE BOULEVARD, INSTALL LANDSCAPING 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE BIO -ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. DISTURBANCE LENGTH OF TIME: THE TIMING FOR THIS PROJECT IS EXPECTED TO LAST 12-18 MONTHS UNTIL FINAL STABILIZATION.. TEMPORARY AND PERMANENT STABILIZATION: FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. SOD IMMEDIATELY FOR PERMANENT STABILIZATION. CONCRETE WASHOUT: CONCRETE WASHOUT SHALL BE PERFORMED OFF SITE. A I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Maifhew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY SWPPP 1 OF 2 C5.0 SITE GROUP INC. GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2008 # MNR100001 PAGES 1-30) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. PART III STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP (PART IIIA) THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN 1 POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (PART III.B) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE I INLET PROTECTION AROUND CBS 12. INSTALL STREET/PARKING LOT SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS / PARKING LOTS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION /FILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) (PART III.C) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE BIO ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION (PART III.D): THE SWPPP ( ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER (S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT; , 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION ( SEE PART IV.E. INSPECTIONS AND MAINTENANCE 3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS EROSION PREVENTION (PART IV.B) THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E. ARE COMPLIED WITH. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5. IN WATER FROM ANY PORTION F THE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS 00 CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER, STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT FENCE, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL (PART IV.C): SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. a. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. b. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4, A. THROUGH C. c. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER) VERIFYING THE NEED FOR REMOVAL. THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP OR AVAILABLE WITHIN 72 HOURS UPON REQUEST, WHEN WRITTEN CORRESPONDENCE CAN NOT BE OBTAINED IN A TIMELY MANNER, THE SPECIFIC INLET PROTECTION CAN BE REMOVED TO ALLEVIATE THE IMMEDIATE SAFETY CONCERN. HOWEVER, EFFORTS TO OBTAIN WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. PERMISSION TO REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. TEMPORARY SOIL STOCKPILES MUST HAVE BIO ROLL OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE (OR ONTO STREETS WITHIN THE SITE) MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART IV.EAD.). THE PERMITTEE MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.B. OF THIS PERMIT. DEWATERING AND BASIN DRAINING (PART IV.D) DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEATHING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. INSPECTIONS AND MAINTENANCE (PART IV.E) THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER AND WITHIN 7 DAYS AFTER THAT. CONTINUE INSPECTION ACTIVITIES UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SHALL PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY MODIFY THE SWPPP IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THIS MODIFICATION MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION UNLESS OTHERWISE REQUIRED BY THE TERMS OF THE PERMIT, LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. INSPECTION REPORTS MUST BE KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF THE SWPPP FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PROJECT. SEE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR SITE SPECIFIC INSPECTIONS AND MAINTENANCE REQUIREMENTS. POLLUTION PREVENTION MANAGEMENT (PART IV.F): THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY (MPCA) DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEWATER PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER THE GROUND IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. CONCRETE WASHOUT MAY ALSO OCCUR OFF SITE ACCORDING TO THE APPROPRIATE REGULATIONS. SPILL PREVENTION PLAN: ALL SPILLS SHALL BE IMMEDIATELY CLEANED UP AFTER DISCOVERY. THE SITE SUPERINTENDENT, WHO IS RESPONSIBLE FOR DAY -TODAY ONSITE CONSTRUCTION OPERATIONS WILL BE THE SPILL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IMPLEMENTING CLEAN UP PROCEDURES, POSTING CLEAN UP RECOMMENDATIONS, AND ENSURING PROPER CLEAN UP TRAINING OF APPROPRIATE PERSONNEL. SANITARY AND SEPTIC WASTE: SANITARY/SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED IN A NEAT AND SANITARY CONDITION, FOR THE USE OF THE CONTRACTOR'S EMPLOYEES. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT SANITARY WASTE FROM PORTABLE UNITS. FINAL STABILIZATION (PART IV.G): THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE ACCORDING THE DEFINITIONS IN THE NPDES GENERAL PERMIT PART IV SECTION G. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT.) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR WITHIN 7 DAYS AFTER SELLING THE SITE OR PORTION OF THE SITE (THAT HAS NOT UNDERGONE FINAL STABILIZATION) TO ANOTHER PARTY. A COPY OF THIS NOTICE OF TERMINATION / PERMIT MODIFICATION FORM MUST GO TO THE NEW OWNER. THE ORIGINAL CURRENT OWNER MUST PROVIDE A SWPPP TO THE NEW OWNER THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) AND SWPPP PLAN SHEETS FOR FINAL STABILIZATION MEASURES Minnesota Pollution Attachment A: Control Agency 520 Lafayette. Road Nord, Construction SWPPP Template SC Paul, Mn 55155-mg4 Stormwater Pollution Prevention Plan (SWPPP) Template To comply with the General Stonnwater Permit for Construction Activity Ooc Ty(e. SNrmwear NPOW, 'reventox Pen Construction Activity Information Proled name: CHANHASSENI.LRREAT PLAINS CENTER Prge er location (wady de zeds whore consbuotim adiv6y c txuars. Induct• address if available ) Acted. or desurles area: 7905 GREAT PLAINS BLVD. City or Township: CHANHASSEN _._ Gote: MN _ Zippods: 55317 LatNtlaBmgi[uda of approximae centroio0prge2: 44D51'35.68"N . 93➢31'49.21"W Method of cdleOtim of IMibs Me fttle: ❑GPS xOMin•tod DUSGSTopogbaphoddle Scaleuted: VIII All done where construction all =or : CHANHASSEN All counties where construction .11 =or HENNEPIN All townships where construction will occur: WA Projectsize (numbs of acres to be dlslurbec): 49 414 SF (1.13 ACRES) Project type: 0 Residential N CommecieNndustriel 0 Road contrucaw 0 Resiodnal and roadcwste ti.n 0 Cther(desontab Cumula0ve impervious surface: Exiting area of inpewi...orfawl 0.5 Rothe neeret quarte acre) Post construction area of inperaper. s,Face : 0.75 (to Ne neared broader am) ReceiAngame s ^ rm{cirad waRr fes tls takwia] u%+Nutangs) prsrressuge). plu$Ilrcrn$ Wool dSscYred oxygen, orbulc mpermdnt. vWwmta.IIam.=.uz 6512946300 • 600657-a1b4 TTY 651383.53310r W045T-3864 a reablelnalamatNefteraa cog-strp3J2 • 4/1310 Deals of construction (Briefly desLnbe Volare construction acts occurs. Include address n avalla ll Construction start date: 111/2013 Estimatedcompletiondatel 1/1M14 Contact Information W Owner of the site SITE PLAN REVIEW Business or firm name: NHH CHANHASSEN PARTNERS LLC Ownername: ADAMSERAPHINE Tole: OMMERrDEVELOPER Mailing 1-03-14 address: 317 2N° AVENUE 5 SUITE 600 2-6-14 City MINNEAPOLIS State: NIN Zipcode: 55401 E-rhOl address: ADAMUNHHFROPERTIESCOM Telephone (61 2)-71 8 0 0 52 contact name: SAME AS ABOVE Tale'. Mailing LO L0n 2i address p 11 DSS City: State: ZiPical Eovdatltlress: _____Telephone. w contractor (Person who will Oversee implementation of Ne SWPPP/ Business car firm name: � LL Owner name. Tilde: Mailing address: _ Q City Sete MN Zip code: Etlail address: Telephone: Contact name. Tribe Mailing U address 06 City State: MN Zia rood' E-mail address: Telephone. Parry responsible for long-term operation and maintenance of the permanent Stormxater Management System Butness or firm name: SAMEASONrNER 0 fA Owner name. TO. Mailing Q address: Z City StateZipcoie Email address: _ Telephone: Contacteanne SAMEASOWNER Tae: Mailing 'uW I dtlress: i City _ Sate: _ Zip tole Connects. Telephone: Telephone wiwv.,ze.state.shros • 651-296-640 800-6573864 111,651-282002.,800-657-2864 • Audiablelnaltemadxermmns coq-nrm2-12 . 4113109 TRAINING (PART III.A.2 DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/1512011 - 5/16/2011 TOTAL TRAINING HOURS: 12 SEED NOTES (PART III.A..4.A) ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED - TEMPORARY SEED SHALL BE MNDOT SEED MIX 100 FOR WINTER AND 110 FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH - IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES 3:1 (HORIZNERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. PERMANENT SEED MIX N/A General Construction Project Information Describe the construction acal (what wall be Wirt, generalbmeline, etc): PROJECT IS A REDEVELOPMENT OF A GAS STATION SITE INTO A COMMERCIAL RETAIL SITE HATH SURFACE PARKING. THE OVERALL TIMEFRAME IS 12 MONTHS Describe poll types found at the project THE SOILS ON THE PROJECT ARE SANDY CLAY. General Site Information (IILA) 1. Describe the location and type of all temporary and permanent erosion prevention and sediment control Bear Management Pmdicsc OBIMPI I reads the thin for lnstalhpon and procedures used N astadish annntaltem a BMPS ac 9 P temporary necessary. (III A 4. a) THE PROJECT WILL SE PROTECTED BY 2 MAIN BMPS, SILT FENCE, AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SIT ETHAT WILL RECEIVE STORMWATER RUNOFF FROM THIS STE. ASTHE PROJECT PROGRESSES ADDITIONAL BMPS SUCH AS EROSION CONTROL BLANKET AY BE UTILIZE. 2. Attach to this SWPPP a table with bre anticipated quantities for the Its of the o for all erosion revision and seinen control BMPS (III. A 4 b) SEE SWPPP PLAN FOR QUANTITY TABLE p p e 3. Attach to Mrs SWPPPa site map that induckethefoilowirg leaders (III .A3.b-0 SEESWPPPPLAN Exeting an Manage ens located within pr lines antl tlirla,on of flow ret ell pre and Dot-consbuc5on smrmwater rurofl drainage areas located wsnin Ne project IimlS. Locations of ..not to bas and soil types. • Iodation atims d says of p to to disbanconstruction • Location is measd phased contrbad. • All su fa waters an existing wetlands within one mile from to project b iig6 n ed u will receive Wherneter voters ot r hem the sin off w aSle on ria such ss USGS 7.5 minute uan the le ns y, aivaost b mooned dew ( M N g ps e9 warmsrecedingrunoffa directed andwnrresto ecwdywillnMfit mthe Dlansheet they most be itlenMietl oath an arrow, ind.wtrg both tllreclion and tlisGnw to the surface water. Methods to ba used for final saibllosterr of all exposed son arena. 4. Were norm aper program measures rega,red as the result of an errvimnem ntdl, aroneorogiwl, or other required Local, state, or fadered renew of the praise? 0 Yes 0 No If yes, describe howllecemewures were addressed in the SWPPP LII A.5 ) WA 5. stfepect bcafa a east ea ch Rhaledditionaim.. would be necebpoll donor water supply rtnragerment areas as tlescrihn in Minn. R. chapters 7050 antl 7(k01 ❑Yes ®Nd If yes, dercnbe the addhimal measures ad W used. LII A7) I . .how me we discharge to a w¢areoue ren .step ,n mmn. re ,edu.u, ou, suepbe r LI r we se no if yes, a letter of approval from Ne Mireaepm Department of Natural Resources trust be obtained prior to app`calion for this permh (Part 16 6 antl Part III A 8) 7. Goes the arts i scharge to a water that Is listed as impored for the following pollulanls) or areseor(s); phospnrus toper y, dssoved oxvgm ar h'oec impatrmenr use the Spatial ane Impairw Waters search Tod av- wrwi.pea.e dle mn udwnerh rmwat ,hAa rmwater-chtml Ely" N NO If w, skip m Training. Does the moored water rive an approved Total Maximum Daily Loads T MDL) with an Approved Waste Lead Allocation for construction activity? 0 Yes ® No f yes a. List the receiving Yetar, the areas of the site diperarging to 4, and fie pollutants) identified in the TMDL. b Let the BMFk an any other specific wnarudidn torrrmaler related impemenann activities dentified in the TMD''-. If the site hell a discharge point within one mile of the mgwired water and the water flows to He impaired water but no specific www.ixa.sute.mt.W 651- % . =457-3 8 61 TTY 6 51-28 2 5 332 a a0 0. 6 5138 6 4 Avalab4 in almmabve fobmats wgabm2-12 . 4f ILO BMPS for done r.ctnn am identified in the TMDL, the adv iorel BMPS in Appendix A (C.1 and C.2) must be added to the SWPPP and Implemented. (IIlA7). The additional BMPS only apply to those portions of the project that drain to one of Ne dentrhed discharge Werns Training (IILA) Training is re,iretl for all permitted projects after February 1 2010 It Most ce prpv ded by errites with expertise an erosion prevention, sediment control or permanent tmrrwater Management Training man be focused on the inividualre job does as they relateto the permtt sc urements (Part III.A.2). Who must be hained? v IndNklual(a) preparing the SWPPP for the project V Indvnual(s)wersee,rg Meimpkmentation of, RwIsirg and amending the SWPPP and individual. performing rap setons squired by the permit v Individuals performing or supervising the installation, maintenance or repair of BMP% Attach to this SWPPP Names of the persernH Gained'. dates of taining', name of nstrudm(s) and entry providing training content of training double or workshop (induding number of hours Of torah ) SEE SVII PLAN Selection of a Permanent Stormwater Management System (III.C) 1. Will me Florian creat a new cumulative impervious surface greater than Or equal Mone acre? ®Yes I]No If use a water qualtty volume of one half Inch of runoff from this area must be treated before leaving the ate pr entering surface waters (ore inch L dechargirg m special wasses 2. Describe which method coil be used to treat runoff from the new impervious surfaces created by Ne picked (II1C): • Wet sedimentann basin . nfitratbnll'Oh fin • Regional pons • Combination of practices include all calculations and design information for Ne method selected. See Part /ILC df the psrmd for specific mquiremerds ass and with each rnetrod. 3. If it is not teasbb to most to treatment requirement for the water quality volume. describe why. This can include proximity to bedrodr or road protects Ware Me lack Of right of way Precludes the Installation of any permanent aorrrwater management pmRicw. Describe who ether bwtment, such es grasses worlds, smaller ponds, or grit chemises, will be implemented N treat mwtl prior to discharge m surtaw waters. (I II.0) 4. If proposing an alternative mathad to teat runoff from the new irr4¢nvbus surfaces, describe howthia allanative will achieve approximately 60 percent removal of total suspended adids on an annual average basis (1110.5). Note: It propoving an atternathe merhod, you must subnil your SWPPPto MPCA at least W days War to the starting data of the wnctructim adblty. Erosion Prevention Practices (IV.B) 1. DeachW construddn phapeg, vegetene buffer ships, horaontal sage grading, and other construction praRices re minimize erosion. Delineate areas rotor be disturbed (ag., win flags, takes, sons, sit fence. Old) before work begins. THE PROJECT WILL BE CONSTRUCTED ALL AT ONE TIME AND ALL APPROPRIATE EROSION CONTROL MEASURES 'VML, BE IN PACE. SILT FENCE W LL BE INSTALLED PRIOR TO CONSTRUCTION AS WELL AS INLET PROTECTION DEVICES 2. Desmbe Nmp rraryeroson prolectlm or permanent cover used for exposed soil. All exposed soil areas must be stabilized as seen s p uibk but in no a later Man 14 days after the construction activity in )fat genian or the are has temporarily or pernanenttY (pert IV. 3.2). TEMPORARY EROSION PROTECTION WLL BE SEED AND MULCH AND EROSION CONTROL BLANKET MMERE REQUIRE WTH PERMANENTCOVER BEING EITHERSOOOR LANDSCAPE FEATURES. www.pca.starrann.us . 651-2%6100 . 600-65]3864 TTY 6 51-2 62 5 332 rr B]0-657-1864 Aeailabteinanmadwfiorrrals wq-smn2-12 • 4/13/09 AREAS AND QUANTITIES (PART I I I.A.4. B&C): SITE AREA = 49,414.5 SF (1.13) ACRES ON SITE DISTURBED AREA = 1.13 ACRES OFF SITE DISTURBED AREA = 0.05 ACRES TOTAL DISTURBED AREA = 1.18 ACRES EXISTING IMPERVIOUS AREA = 0.56 ACRES PROPOSED IMPERVIOUS AREA = 0.74 ACRES NEW IMPERVIOUS AREA =0.18 ACRES QUANTITY OF SOIL TO BE MOVED ON SITE = ±1,000 CY SILT FENCE = 1,600 LF INLET PROTECTION DEVICES = 7 EACH EROSION CONTROL BLANKET = NONE TEMPORARY SEED & MULCH = 0.5 ACRES (IF NEEDED) ROCK CHECK DAMS = NONE OWNER INFORMATION OWNER: CAMELOT CONVENIENCE & QUALITY FUEL & FOOD 3. For drainage or diversion ddches, describe derchcesto sfabnize the normal vaned Parameter within 20D ureal fester the edge point of discharge to surface water. The remaining mons of the temporary or rend Property 9 P 9 9 co pt ry Parma nm or spools mus mala Or per within permanently days atter wnnedirg m surtace waters and corstruann in NM portion of the dkch has tempwmlly or permanently cea5etl. WA 4. Describe other erosion provertbn precoces(let and describe). OTHER EROSION CONTROL PRACTICES INCLUDE BUT NOT LIMITED TOO: MINI MIZE STE EXPOSURE MEN Sediment Control Practices (IV -C) Describe sediment control ractees used M minimize sedirtents, from surface wavers incwtlin curb P entering g and gutter systems and dorm drain inlets. Ata minimum these sediment rte control practices must intluae. • Sediment controls for temporary or permanent drainage ditches and sediment basins that are designed as part of beatmenl system • Installation of check dams or other grade central practice to ensure sheetflow and prevent mrs(for slope lengths greater than 75 fast with a grade of 31 or steeper). • Sediment control prankes on all down gradient penmeters prior to lend defurbeg adebees. • Stam drain inletmtection for all inlets P • Mini izeu-ng rother .picing of twntrols fi. g, singmmpomryseee or saws. • Stmet sweeping evehicle trackingdsediments(e.q., amiss pads, concrete or steel wash racks, or equivalent systems). • Tiviva weep dmerriackr bases (a • Temporary eetlimentatbn basins (see Part IILB), THE PROJECT VNLL BE CONSTRUCTED ALL AT ONETIME AND ALL APPROPRIATE EROSION CONTROL MEASURES WILL BE IN RACE SILT FENCE WILL BE INSTALLED PRIOR TO CONSTRUCTION AS WELL AS INLET PROTECTION Dewatering and Basin Draining (IV. D) 1. Will the project include dewatering or basin draining? ❑ Yes ®No 2. If es describe BMPS used se the etlscha discharge adverse) affect Nerewivin water or tlownaream Y g Y g landowners, Additional BMPS for Special Waters and Discharges to Wetlands (Appendix A, Parts C and D) 1. Special Waters. Dees your prgect discharge to special waters? 0 Yes ® No 2. If proximity N bedrock Or mad projects where ;he lack of right of way precludes Ne Retaliation of any of the permanem stormwater management practices, then Otter treatment such as grassed wales, smaller pons, or gilt ahambers s required prior to discharge be surlara wall Describe what other treatment will be provided. N/A 3. Describe erosen and sediment conhde fa exp seed soil areas with a continuous Rasions dope to a special waters, and temporary sediment banns for areas that drain five or more sues dbluarld at ane time 4. Describe Me undisturbed buffer zone to be used (not less than 100 linear feet from the special water) N/A S. Depends how the pem per en atomeser er management system will ensure that the pre and pot project runoff rate and volume from the 1, and 2 -year 24-hour pimpitation events remains the same. WA S. Describe howthe permanent smrmwater management system will minimize any increase in Me wmpmamre of trout a beam receiving waters rasultif.g in the 1, and 2 -year 24-hour pecipon on everts N/A 7. Wetlands. Does your pmjad discharge stornrwaNr with the potiond for lign uproot d,a. bnpacts to a weband (a III, vwwAca.ilete.rm.us 651 . 800.657-3861 'IY6512825332or BOD4573864 • Availablelnalluemathefornaa coq-shm2.12 • 4/13/09 converson of a natural wetland to a stomrweter rendp [ Yes ® No If Vee, describe the watland mhigation wquenw that will b, followed m acoordanw with PartD of Appendix A Inspections and Maintenance (IV.E) Describe procedures no rout nary Inspect the constructon site: • Once every seven 17) days dung active construction and, • WrNin 24 hours after a rainfall event greater than DSinches n 24 hours, and within seven (7) days after Nat. Incpectiors mustintrude tabilah d areas, isei prevention and sedkwnt contrd BMPS and Infilbatnn areae. INSPECTOR WALL FOLLOW REQUI REMENTS SPECI FI ED ABOVE AND FILL CUT ATTACHMENT 8 -INSPECTION Pollution Prevention Management Measures III 1. Describe practices to propetly manage and depose, of solid waste moldingtrash(IV.F.1). ALL CONSTRUCTION DEBRIS AND SOLID WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 2. Described practicesm properly manage hazardous materials(IV. F.2)'. ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 3. Describe praduces for external weehng of Vucks and other wnuboadien vehides(IV. F.30 ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE. 4. Conclude powers you going to provide safe, lake proof, concrete washout on are TV.P. 4): ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. 8. Describe your spll prevention pan EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMRE SPILLS. VEHIO-ES PND EQUIPMENT SHALL BE CHECKED FOR LEAKING. 6. Desribe measures to address sanitary and septic waste'. SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY SERVICE PROVIDER. Final Stabilization 0V.G) resource how you will achieve final stabilizat'Ize of the we (IV. G). FINAL STARLIZATION WILL RE ACOMPLISHEC WTH PAVEMENT SOD AND LANDSCAPE MATERIALS Records Retention (III.D) Describe yam record natant r, procedures (must be elitist the she) (III. D). Records roust ndude: • Copy of SWePPaed any.1fism s • T raining documentation 011A.2) • Inspection and maintenance raards • Permanent abortion and maintenance agreements • Calculations for the design of temporary and permanent stornmetm management systems ALL RECORDS INCLUDING THE SWPPP PLAN, SNPPP ATTACHMENT"A' AND THE INSPECTION REPORTS 'ATTACHMENT W SHALL BE KEPT ON SITE IN THE CONSTRUCTION TRAILER IN A BOX LABELED SWPPP www.pdz.utamn.us . 651-2964ID0 • 800-6573864 1tt651282-5332.1800657-3864 • Availablenaternadwferau; wq-rhmt-12 . 4/13/0 g;Fali�i� ate G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave IN, Suite 210 Minneapolis, Minnesota 65,101 612.676.2700 www.djr-inc.com LL DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE W 104-13 SITE PLAN REVIEW 12-5-13 laZ 12-20-13 BID SET .,. 1-03-14 ADDENDUM #1 2-6-14 U 2-28-14 W V CY) J J o o V, LO L0n 2i W p 11 DSS Z _ Z LTL W w aw Z � LL J co a _ Q J a O Q U % Z 06 W > W LU U m 0 fA Z W /11 V Z Q w Z Q = Z > o U 'uW I LU i O LL (D V LU Q Z L0 o _ = 2i U Z Z Q Q T U i W Q I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 104-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET .,. 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET 2-28-14 PERMITCOMMENTS REVISION SUMMARY DATE DESCRIPTION SWPPP 2OF2 C5.1 RIGHT 2013 CIVIL SITE GROUP INC. NOTES: T. Shape of back of buttress FOR SIDE MOUNT APPLICATION, RED & MITE IN may vary as long as poured 22 1/2BEND against firm undisturbed Natural Ground to pipe earth. 2. Dimension C1,C2,C3 should D1 be large enough to make D2 angle 0 equal to or larger D3 than 45'. 3 Dimension A1,A2,A3 should V-5" be as large as possible 2'-l' without interfering with 8' MJ bolts. 4. G = 45' Minimum. 5. Place polyethylene between 2'-0" concrete & pipe. 6, All bends & fittings shall N-4" be restrained with Megolugs 4'-9' thrust restraints or equal 16" 8 - See note 4 PLAN 90' BENDS CONCRETE SHAI IN CONTACT WT THIS QUADRANT OF PIPE PLAN 45' BENDS e - Sae. --•- J SECTION A -A PLAN 22 1/2' BENDS CONCRETE am=THRUST BLOCKING REVISED -2-06 ENGINEERING DEPARTMENT PLATE Ai 1002 FILE NAME Q G SPECS 1002 HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY BUTTRESS DIMENSIONS H-10361 7.5' Minimum cover required No. Hover top of water main. No. -1 FOR SIDE MOUNT APPLICATION, RED & MITE IN PIPE 22 1/2BEND 45' BEND Natural Ground to pipe 90' BEND/TEE SIZE Bi I D1 B2 D2 B3 D3 6" i'-5' 1'-5" V-5" 1' 5" 2'-l' 1' 6" 8' 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" 1' 10" 1' 10" N-4" 2'-0" 4'-9' 2'-6' 16" 3' 0' 2'-0' S-10" S-10" W-2" S-6" 20" 3'-6" 2'-8" 5'-6' S-4" 8'-4' 4'-G" 24' 4'-4' 3' 0" 6' 10" S-10' 9' 8" 5'-0' 30" - - 9'-3" 6'-0" 17'-0 6'-0• PLAN 90' BENDS CONCRETE SHAI IN CONTACT WT THIS QUADRANT OF PIPE PLAN 45' BENDS e - Sae. --•- J SECTION A -A PLAN 22 1/2' BENDS CONCRETE am=THRUST BLOCKING REVISED -2-06 ENGINEERING DEPARTMENT PLATE Ai 1002 FILE NAME Q G SPECS 1002 HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY PLASTIC WRA PER SECTION 1 CUBIC YARD \ \ GATE VALVE ` TEE 1 1/2' CLEAR ROCK \\\\�yWTTH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 8"X16'%5` CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. S. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS MAXIMUM ALLOWABLE TO BE 1/2' PER FOOT OF HYDRANT. 7. HYDRANT TO SE SECURELY COVERED INN PLASTIC WRAP OR BAG TO INDICATE 'THAT IT IS BUT OF SERVICE, arrof TYPICAL HYDRANT amm INSTALLATION REVISED: 3-13 ' NO,: ENGINEERING DEPARTMENT 1004 FILE NAME G G SPECS 1004 WATER MARKER TO BE 5 FOOT IN LENGTH SPRING MOUNTED H-10361 7.5' Minimum cover required No. Hover top of water main. No. -1 FOR SIDE MOUNT APPLICATION, RED & MITE IN INSTALL MAGNETIZED COLOR REFLECTIVE FIBERGLASS CONSTRUCTION TRACER BOX (SNAKE Natural Ground to pipe PIT) AS NEEDED PER 1. When existing soil conditions are not acceptable for backfill and/or compaction DETAILS EXISTING OR F1 5550,5501,5502 CURB OR GUTTER The Surface Is Greater Than 8'. HYDRANT 45T VALVE BOX PLASTIC WRA PER SECTION 1 CUBIC YARD \ \ GATE VALVE ` TEE 1 1/2' CLEAR ROCK \\\\�yWTTH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 8"X16'%5` CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. S. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS MAXIMUM ALLOWABLE TO BE 1/2' PER FOOT OF HYDRANT. 7. HYDRANT TO SE SECURELY COVERED INN PLASTIC WRAP OR BAG TO INDICATE 'THAT IT IS BUT OF SERVICE, arrof TYPICAL HYDRANT amm INSTALLATION REVISED: 3-13 ' NO,: ENGINEERING DEPARTMENT 1004 FILE NAME G G SPECS 1004 WATER DROP UD Tyler Mueller H-10361 7.5' Minimum cover required No. Hover top of water main. No. -1 Proctor Density Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers To Within 6" Of The Surface Shaped Natural Ground to pipe If The Distance From 1. When existing soil conditions are not acceptable for backfill and/or compaction PIPE SIZE The Top Nut Of The Valve To 45 90 The Surface Is Greater Than 8'. Grade TOP Adjust top to 3/4" below Ther No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" Tyler No. 6860 Mueller No. H-10357 EXTENSION. Bibby -Ste -Croix B-5001 Tyler No, 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 114" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14 #6 round base No. 59 20" Bibby -Ste -Croix Gate Valve Adopter. 1 4" VB520 No. 57 9" P / V8521 No. 58 14" Steel With Protective V8522 No. 59 20" Coating, 1/2" Rubber VB523 No. 60 26" Gasket Installed Between The Gate Valve And Gate Valve Adapter. BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Mueller or American Bibby -Ste -Croix No. VB516 60" Flow Control 60' Resilient Wedge Valve Conforming to AWWA Valve and Box to be C-515-80 Standards plastic wrapped per With All Stainless BASE section 2.03E Steel Nuts & Bolts. 18"X18"X8" Concrete Bloc,: Q1�OF TYPICAL GATE VALVE mom AND BOX INSTALLATION RPLATE NO.: EVISED: 2-06 ENGINEERING DEPARTMENT 1006 FILE NAME G: NG SPECS 1006 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. 0 Mfg RESTRAINED PIPE aw= REQUIREMENT FOR DIP REVISED: 2-0e ENGINEERING DEPARTMENT PLAT'i 1011 FILE NAME: Q G SPECS 1011 CL PL VARIABLE FENCE 9' POSTS io APERF a WYE �1/8 BEND6' PVC SDR -26 PIPE MIN, m W - 2"X2" MARKER �1/2 PIPE DIAMETER MIN. SEE. NOTE 2. SANITARY 5EWER GRAMTY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC APED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTE $: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). Mfg TYPICAL SANITARY Mv= SEWER SERVICE REVISED- J-OBENGINEERING DEPARTMENT PLATE NGI 2001 FILE NAME G: G SKCS 001 Use MNDOT 3149.2A - Granular Borrow I VARIES Use MNDOT92H Filter Course Filter on (Pipe Foundation Material if Required) The bottom of the trench shall be shaped to fit the pippe barrel for of least 50% of the outside diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in thepipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MN ROT 31.49.2H course filter aggregate. 0�O,mf,fpp� PIPE BEDDING 1111 IN POOR SOILS REVISED.1 10 ENGINEERING DEPARTMENT Pure 2201 FILE NAME G G SPECS 1 Compacted Normal FII Material, Compacted to 7.0' COVER Proctor Density _ _ I w _ IN 1 Varies _ I 7,5' COVER Shaped Natural Ground to pipe &0' COVER 1. When existing soil conditions are not acceptable for backfill and/or compaction PIPE SIZE 22.5 45 90 END 22.St 45T gp DEAD END 32.5 45 90 DEAD END 4. 2 3 8 18 2 3 8 18 1 3 8 17 6 2 5 12 26 2 5 11 25 2 4 11 25 g" 3 6 15 34 3 6 95 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 1 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 1.6 40 92 8 16 38 89 30" 10 21 50 117 1O 20' 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 3Q 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. 0 Mfg RESTRAINED PIPE aw= REQUIREMENT FOR DIP REVISED: 2-0e ENGINEERING DEPARTMENT PLAT'i 1011 FILE NAME: Q G SPECS 1011 CL PL VARIABLE FENCE 9' POSTS io APERF a WYE �1/8 BEND6' PVC SDR -26 PIPE MIN, m W - 2"X2" MARKER �1/2 PIPE DIAMETER MIN. SEE. NOTE 2. SANITARY 5EWER GRAMTY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC APED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTE $: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). Mfg TYPICAL SANITARY Mv= SEWER SERVICE REVISED- J-OBENGINEERING DEPARTMENT PLATE NGI 2001 FILE NAME G: G SKCS 001 Use MNDOT 3149.2A - Granular Borrow I VARIES Use MNDOT92H Filter Course Filter on (Pipe Foundation Material if Required) The bottom of the trench shall be shaped to fit the pippe barrel for of least 50% of the outside diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in thepipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MN ROT 31.49.2H course filter aggregate. 0�O,mf,fpp� PIPE BEDDING 1111 IN POOR SOILS REVISED.1 10 ENGINEERING DEPARTMENT Pure 2201 FILE NAME G G SPECS 1 Compacted Normal FII Material, Compacted to 95% of the Standard Proctor Density _ _ I w _ IN 1 Varies _ I NAQTE� Colchbasin to be depressed 2" design fine Shaped Natural Ground to pipe NOVA 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detqil plate 2201, 2. A soils engineer will be required to determine- the depth of the pipe foundation embedment material if needed Pipe foundation material shall be accordance with MNDOT 3149.2H course. filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 507 of the Outside Diameter. side of Cotahba5ln.. PIPE BEDDING Precast concrete or IN GOOD SOILS VPA. VAR.- 4 CI FRONT FACE AN. VM. VAN ♦ 0' AN. VAE RCP & DIP REMSMI-10 ENGINEERING DEPARTMENT PLATE Na. 2202 FIE NAME G: G SPECS 202 I Compact - -. Backfill + Air- + t + t + + + t + } + ♦ T i + + + + + + + + + + +AEF + + + ++ + w + + Embedment 7�AEF + + + +- + + BC ++ + + + AIF + + + + + ((]1 5 C,I + + Material Foundation - If Required (see Note I I "Be" Denotes outside diameter of pipe NOTES. A soils Engineer will be required to determine the depth of t pipefoundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2, P.V.C. bedding shall be MNOOT 3149.23 select granular borrow with 900% passing a 3/4" sieve, and. less than 107 passing a NO. 200 sieve.. OfQROF PIPE BEDDING FOR P.V.C. PIPE REvlsm,z 10 ENGINEERING DEPARTMENT Pure No.: FILE NAME: G: ENG SPECS 03 2203 FINAL GRADE ...... b . TRENCH If MINIMUM 6' SAND FILL F - _ 3" MINIMUM C --------- - RIGID STYROFOAM SAND FILL INSULATION VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED, INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12`. COVER OVER PIPE - o WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' "" OF INSULATION DETAIL REVISED: 1-10 FILE NAMEG:NG SPECS PIAre NO.: OS ENGINEERING DEPARTMENT 2205 1 OTF: -- V Grate Shown - VB Grate Shown shall 6e m used at all low points. 0 Face of Curb Direction of Flow PLAN N 0 71 OF STORM SEWER CATCH BASIN mom 2' X 3' RECTANGULAR REVISED: 2-10 PIA1E NO.: ENGINEERING DEPARTMENT 3101 FILE NAME G C SPECS 3101 NEENAH R-4342 GRATE OR APPROVED EQUAL 27"DIA . 6 Z LL a' -Y OIA CATCHBASIN 7" _7 DIA. DESIGN SPECIAL 2 GONG. ADJUSTING RINGS (2") MIN. 2 MAX. 4 MIN. 1/4' MORTAR BETWEEN CASTING, RINGS & STRUCTURE. MORTAR SHALL MEET MaDOT SPEC 2506.28+ - NOTE: REINFORCING TO CONSIST OF 44 BARS AT 6 O G BOTH WAYS WALLS TO BE PRECAST SECTION OR GONC. SEWER BLOCK -PRE-CAST OPENING AS REWIRED BASE SHALL BE 6" IN PLACE OR 5" -T SLAB QPIOF TYPICAL 27" DIAMETER CATCH BASIN REMIsm:z 10N0'` ENGINEERING DEPARTMENT PlA1E 3103 FILE NAME:G: G SPECS NRAN NO E: ua table Curb & Gutter to be transitioned into a 8618 type at eatdhbasin \✓o DJS or Catchba9m FrgTe & Grate N enoh R -306/-V orF110 V1 Grate. .,r _ Catchbasin casting e MIXMW MWWNM and grate Neenah NAQTE� Colchbasin to be depressed 2" design fine R3067 -V or equal Grate to be. 2" below ala 3" radius curb box, gutter grade. W F tip 0 5' transition curb on each au z D. a z' C $u3F�'o'i( utter0anenete Curb &nGtt side of Cotahba5ln.. Precast concrete or VPA. VAR.- 4 CI FRONT FACE AN. VM. VAN ♦ 0' AN. VAE HOPE adjusting rings. Top of Curb Q11 ISOMETRIC Varies a,.3 OUR VM, RAMP GIRB AIJO ON TIER a'➢" N Minimum of 2-2", REWARD LANSING B _ 6 1/2" .... a... .. �..• . a . •a 3 EY/In.MAX. maximum of 5-2" CFICRETE WALK P09 FY/FT OR FLA1lCft .Varies 5' Min. Transition ox concrete adjustment 24" x 36" X Curb \ 2", rings allowed with 1/4"Precast 5' 3' minimum �•w' V to 1/2" bed of mortar VAR.IN. Z J a- 2 Z between each and a 6" thick concrete collar NOTES: - 3" Grout v, on the outside. Mo01FRORR 3 ARE ALLOWD P40AM THEY MEET AAMC RIWTS-Ci-WAY ACCES51RUTV 6UOFLHES LPROWAG) LOCAL AMENaES ARE REW+ao TO AOOPr .waft oEBOAS. Q 6"Min. base Doghouses shall be rn LFTECtARLE RANF.GS SHOULD BE USED WHERE MESTRIM ACCESS ROVKS CROSS CWMERGIAL DRISEWAYS grouted on both the CC SECTION THAT ARE PROVIDED AN MARK CONTROL DEMCES OR ONKRWSE REANITTED TO OPMATE uRE A PUBLIC ROADWAY. Z Inside and outside. NOT 0 T U i No 9GJAL POLES. SIGN POSTS CARRIERS OR oN Qt OEIRULTMs ARE ALLOwO IS THE RAMP OR PPTk OF IFAYEL. 1. Steps shall be provided in all Gatch basin/manholes and storm sewer manholes. 2. Costing to be totally encased in .concrete curb section. =FT./FT As cwsTRUGTED. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. wRRE. RADIAL WARNING SNAI ME USED OR IN OTHER GRCUMSTANCES ADHERE NE EDGE OF THE WMI SURFACE IS NOT PARKLIl TO 0 71 OF STORM SEWER CATCH BASIN mom 2' X 3' RECTANGULAR REVISED: 2-10 PIA1E NO.: ENGINEERING DEPARTMENT 3101 FILE NAME G C SPECS 3101 NEENAH R-4342 GRATE OR APPROVED EQUAL 27"DIA . 6 Z LL a' -Y OIA CATCHBASIN 7" _7 DIA. DESIGN SPECIAL 2 GONG. ADJUSTING RINGS (2") MIN. 2 MAX. 4 MIN. 1/4' MORTAR BETWEEN CASTING, RINGS & STRUCTURE. MORTAR SHALL MEET MaDOT SPEC 2506.28+ - NOTE: REINFORCING TO CONSIST OF 44 BARS AT 6 O G BOTH WAYS WALLS TO BE PRECAST SECTION OR GONC. SEWER BLOCK -PRE-CAST OPENING AS REWIRED BASE SHALL BE 6" IN PLACE OR 5" -T SLAB QPIOF TYPICAL 27" DIAMETER CATCH BASIN REMIsm:z 10N0'` ENGINEERING DEPARTMENT PlA1E 3103 FILE NAME:G: G SPECS NRAN NO E: ua table Curb & Gutter to be transitioned into a 8618 type at eatdhbasin \✓o DJS or Catchba9m FrgTe & Grate N enoh R -306/-V orF110 V1 Grate. .,r _ J'sign. gutter line grade 2- 4-60" LONGNG Rebs Each we,, Frame & Casting SECTION A -A No Scale Qf[OF CURB CONSTRUCTION AT CATCH BASIN REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 3106 FILE NAME: G: NG SPECS J108 EXISTING 91TIJMIOUS SAWCUT ALL BITUMINOUS EDGES. (II 2" MNDOT 2350 TYPE LV4 WEAR (8) TACK COAT 21/x" MNDOT 2350 TYPE LV3 NON -WEAR (8) 12" MIN, CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1.. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA. AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR. TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QIiOF TYPICAL STREET PATCHING BITUMINOUS 0 1- - REVISED' 2-10 ENGINEERING DEPARTMENT PLATE KID: 5202A FRE NAME G: \ENG\SPECS\5202A SAWCUT ALL - BITUMINOUS EDGES EXISTING MANHOLE OR (fYP) GATE VALVE 12" MIN. EXISTING BITUMIOUS SURFACE �1/4" ABOVE CASTING L*2",MNDOT 2350TYPE LV4 WEAR (B) TAK COAT 21r' MNDOT 2350 TYPE LV3 NON -WEAR (B) PATCHING NOTES; 1. SAW- CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REOUIREO PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL 1N LIEU OF BASE COURSE MATERIAL, USE JUMPING 4. JACK COMPACTOR ON BASEC011RSE - PATCH. CH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLIKE ALL PATCHES PRIOR TO APPROVAL 8, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QfIOF TYPICAL STREET PATCHING SIMMAT MANHOLES OR GATE VALVES (BITUMINOUS) REMISED: z 10 ENGINEERING DEPARTMENT PLATE 52028 FILE NAME: G ENG\SPECS 52028 � c 0 e MIXMW MWWNM NAQTE� Colchbasin to be depressed 2" design fine OO pp below gutter grade. ala A 5 Neenah R -3067 -VB shall be usc- W F tip 0 lot all low points. au z D. a z' C $u3F�'o'i( utter0anenete Curb &nGtt VM. 2-#4-60"Lang VPA. VAR.- 4 CI FRONT FACE AN. VM. VAN ♦ 0' AN. VAE Rebuts Each way W tune A ASI !II Q11 ISOMETRIC 7W Z a,.3 OUR VM, RAMP GIRB AIJO ON TIER a'➢" N No Scale REWARD LANSING B _ c o .... a... .. �..• . a . •a 3 EY/In.MAX. c -P CFICRETE WALK P09 FY/FT OR FLA1lCft 5' Min. Transition 5' Min. Transition ox nTOP of y X Curb \ 2", aa, J'sign. gutter line grade 2- 4-60" LONGNG Rebs Each we,, Frame & Casting SECTION A -A No Scale Qf[OF CURB CONSTRUCTION AT CATCH BASIN REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 3106 FILE NAME: G: NG SPECS J108 EXISTING 91TIJMIOUS SAWCUT ALL BITUMINOUS EDGES. (II 2" MNDOT 2350 TYPE LV4 WEAR (8) TACK COAT 21/x" MNDOT 2350 TYPE LV3 NON -WEAR (8) 12" MIN, CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1.. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA. AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR. TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QIiOF TYPICAL STREET PATCHING BITUMINOUS 0 1- - REVISED' 2-10 ENGINEERING DEPARTMENT PLATE KID: 5202A FRE NAME G: \ENG\SPECS\5202A SAWCUT ALL - BITUMINOUS EDGES EXISTING MANHOLE OR (fYP) GATE VALVE 12" MIN. EXISTING BITUMIOUS SURFACE �1/4" ABOVE CASTING L*2",MNDOT 2350TYPE LV4 WEAR (B) TAK COAT 21r' MNDOT 2350 TYPE LV3 NON -WEAR (B) PATCHING NOTES; 1. SAW- CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REOUIREO PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL 1N LIEU OF BASE COURSE MATERIAL, USE JUMPING 4. JACK COMPACTOR ON BASEC011RSE - PATCH. CH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLIKE ALL PATCHES PRIOR TO APPROVAL 8, MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QfIOF TYPICAL STREET PATCHING SIMMAT MANHOLES OR GATE VALVES (BITUMINOUS) REMISED: z 10 ENGINEERING DEPARTMENT PLATE 52028 FILE NAME: G ENG\SPECS 52028 Civilsite G R O U P 4931 W, 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inacom A -] e MIXMW MWWNM IMOwC LANCWG OO pp ala 6 Woe T O V W VAR, vqR. J au z D. a z' C to VM. } VPA. VAR.- 4 CI FRONT FACE AN. VM. VAN ♦ 0' AN. VAE G W tune A ASI !II Q11 PLAN VIEWS 7W Z a,.3 OUR VM, RAMP GIRB AIJO ON TIER a'➢" N U) REWARD LANSING B _ a .... a... .. �..• . a . •a 3 EY/In.MAX. a^ CFICRETE WALK P09 FY/FT OR FLA1lCft = SECTION A -A Q a'. FT YT, Mr. a,10 1 NPN W f W J m '^ �•w' V Z VAR.IN. Z J a- 2 Z _ 4' IE NON ELEVATION NOTES: v, TO COMPLY AN THE AMEMCANS AN OISAMLMES ACT (ADA). ALL STATE AC£NCAS ARE SECURED TO UNUZE 1X14 STANDARD PLATE, Mo01FRORR 3 ARE ALLOWD P40AM THEY MEET AAMC RIWTS-Ci-WAY ACCES51RUTV 6UOFLHES LPROWAG) LOCAL AMENaES ARE REW+ao TO AOOPr .waft oEBOAS. Q sNMEO-usE PATxs SNAL1 NAVE OEIECTAaLE WFMiwcs ACROSS THE ENTIRE waw OF PATH WHEN THE PPM aiO55E5A ROAD, DEiECTP&F WARNINGS ARE NOT TO RE USED ON SIDEWALKS OR PANS NHEN atas.NG ALLEYS OR RE$OENTwL ORIVElfa . rn LFTECtARLE RANF.GS SHOULD BE USED WHERE MESTRIM ACCESS ROVKS CROSS CWMERGIAL DRISEWAYS Z THAT ARE PROVIDED AN MARK CONTROL DEMCES OR ONKRWSE REANITTED TO OPMATE uRE A PUBLIC ROADWAY. Z AWES ARE DONED AS ABSOLUTE FU VAPMI ONTERENLE PAA UVRON OF RON. (AS WPOS.I TO A RELPTK SLOPE AM RESPECT TO A OURS URE ON OUR. MEIGHT) 0 T U i No 9GJAL POLES. SIGN POSTS CARRIERS OR oN Qt OEIRULTMs ARE ALLOwO IS THE RAMP OR PPTk OF IFAYEL. OI 1/2 NCH EXPANSMM JOINT, 1/2 -MCN PREFORMED OUT RULER MATERIAL, AAAITO N 213. O2 PRO" A C Y V MARMUM LANDNG SE£ PUNS FOR PRtIPO5E0 RUlIING SLOPE AND CROSS SLWE. SENIOR Cr ANON MAY E%OEED o_ =FT./FT As cwsTRUGTED. 0 PLACE THE DETECTABLE WARN KIS AT THE SR K GF WRB MYEN THE DETECTABLE wARMNG SYSTEM 5 A PREFWMEO REDTANLYE RACED AT THE BACK OF A RADIAL CWN USE. HAND FGM ME MRS TO PILL ME OM. OETECMBLE RAINING AREA SHALL BE 2 Ir MN. IN NE maid GI PENRENOIWIPR To THE MAX BREAK NN IYALL EXTEND THE ROLL MON OF TILE ORD RAMP © wRRE. RADIAL WARNING SNAI ME USED OR IN OTHER GRCUMSTANCES ADHERE NE EDGE OF THE WMI SURFACE IS NOT PARKLIl TO THE EDGE OE THE CORE RAMP PAN OF TRAVEL. THE EODE aF THE DETECTABLE WARWMe SURFACE SHOU_O NEVER Re NONE NAN 3 AWES FROMNE EDGE OF E RAW, N DETECTABLE WMwNS AREA SHALL OON1RAMT MSUMLY AN NE ADMCENT OUTTER, ROADWAY. OR WAUAWAY, MO BE GRAY IN DOLOR, .0PE N CROSS4 OF E RAMP MAY NOT EKLFED 002 FT.AT. AS CCNSTRUCTLD O ANY VERTLAL UP NAT OCCURS AT NOW UNE MAY NOT DE GREATER T. 1/4 NIK Ap aff 0 PEDESTRIAN mmm CURB RAMP REVISED: 5-12 "LATE NW 5215 ENGINEERING DEPARTMENT NxoDT d To3sc I FILE NAME G: ENC SPECS 5215 Civilsite G R O U P 4931 W, 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inacom 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma_11hew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION REVISION SUMMARY DETAILS CITY C6.0 RIGHT 2013 CIVIL SITE GROUP INC. W W ~ J V to Aj L() z G Y� Q11 z I 7W Z U) a z a^ = li Q U W W J m '^ �•w' V Z Q Z J a- 2 Z W I-_ v, Q W Q LO rn Z Z Q 0 T U i LU O o_ 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma_11hew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION REVISION SUMMARY DETAILS CITY C6.0 RIGHT 2013 CIVIL SITE GROUP INC. VARIABLE WIDTH 5 ."",ro_ LM"" .�M." •v„ RADI S B QQQQQ 000Q®Q�Q �Q QQ QQQQ�{® C®}OADAOQ € Q@OOO® Q Q Q Q Q Q 8 Q Q Q Q Q Q @@ Q Q 0@ Q Q Q Q Q Q 00 Q o0 a0 QLOO o OO Q Q Q Q ' 4 RECTANGULAR PLATES VARIABLE SHORT CHORDSHORT CHORD WDTN RADIAL PLATES SOK - 65K OF BASE DIAMETER 0.2' DL`N• TO I?• J T SECTION AI -A TRUNCATED DOME TYPICAL RAMAL TRUNCATED DOME PLATES RADIUS LONG CHORD WIDTH (INCHES) SO. FT PER PLATE PLATES REQUIRED FOR 90 DECREE TURN 10 23-1/2 3.53 8 15 18-13/16 2.93 15 19 23-1/2 3.57 12 20 18-t3/16 3.00 A FLUSH PEDFSTRTAN CONNECTOR TO TIE ROADWAY. -WHERE PEOESTRIAN ACCESS ROUTES MOSS COMMERGAL DRTWWAYS 20 18-7/8 2.98 20 25 20-1/2 3.28 23 25 23-9/16 3.77 20 30 22-5 3.65 25 35 22 3.56 30 NOTES: LESS THAN 2% 100 FEET HUB WITH THREADED METAL PLUG 2 - 5,% 75 FEET PERENMIW 5 -10% 50 FEET TO BE SET AT FINAL GRADE. NOTES. DETECTABLE WARNING SURFACES SWLLL FOLLOW THE PUBIC 10 - 20 z 25 FEET METAL TOP PLUG MADE OF SILT FENCE PER MNDDT SPECS, SOURCE 200 RIGHTS -DF -WAY ACCESSIBILITY GUIDELINES RROWAC). GREATER THAN 207. 15 FEET DETCTABIE WARNINGS WNAST OF TRUNCATED DOMES ALMED IN SIE YNOOYS MPR04ED/WAUFIEU PRODUCT LISTS A SQUM A OR RADIAL ONTO PATTIMN, DETECTABLE WARNxfS ARE REWIRED: DETECTA&E WARNING SURFACE STALL BE PAD FOR AS. TRUNCA' -WHERE RAMPS LA MM. ON RIENDED TRANWONS PROVIDE DOMES BY THE SUAVE FST. A FLUSH PEDFSTRTAN CONNECTOR TO TIE ROADWAY. -WHERE PEOESTRIAN ACCESS ROUTES MOSS COMMERGAL DRTWWAYS Ot ALL TRUNCATED DOME SYSTEMS MALL BE PIACEO IN STRICT THAT ARE PROVIDED Wo' TRAFFIC CONTROL DEVICES OR ACCCROANC4 MTT THE RECOMMENDATIONS OF THE MMUFACTUR OMFRWSE PERMITTED MO MERAIE UNE A RJBUC ROMWAY. -AT PEDESIRWN RAILWAY CR0.'SINCS 2 CENTER 10 DENIER DOPE SPACING 1.6' MINIMUM, 2.4• MA%IYUM OSASE -ON RML PLAITORMS WHERE BOARDING EDGES ME NOT PROTEGIED. TO SASE DOME SPACING: 0.65• MINIMUM. ]ODCME BASE N PLATE EDGE SPADNG D.35' MINIMUM. 0.7S MAI DETECTABLE WARNINGS BHAL. EXTEND: -A WNIWM OF 24' IN THE DIRECTOR OF TRAVEL O4 SPAONG VARIES ON RADIAL PLATES. -THE FULL WIDTH OF THE RAMP. LANDTNO, OR BLENDED TRANSITION. ®MflCAL WMHS AVAAMU 127, IB , 24. AD% 36- W1MN 3- OF Nu_ WOTH ON OTHER END. -THE FULL LENOIR OF THE POETIC USE AREA OF A RAL PLATFORM. OSCE` WITH MANUFACTURERS FOR AVALABLE WOTIS- CONSTRUCTION UNITS ©ON RNWN P1gTE' RApUS DEFINED AT BACK OF WPB. DETECTABLE WARNING SURFACES AI.YL CONTRAST MSALLY WITH. ADJACENT GUTTER, ROADWAY, OR WAU(WAY, AND BE MAY IN COLOR, OTYWCAL RADII. MFO< MTI MANUFACTURERS FOR AVAILABLE RAE ONE PIECE PVC SDR. -35 FOR PEREMITER CONTROL MY OF DETECTABLE WARNING SURFACI ' RITASE'D:1-10 TRUNCATED DOMES REVISED: 5-12 ENGINEERING DEPARTMENT Km NO-- 5215A MNDOT A7035A eve M.\IC. /�.\CYF�\COCK\AIHS• CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12" X 18 FIRE 2. RED ON WHITE IS PREFFERED. LANE 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75'INTERVALS ALONG THE FIRE LANE. 6, ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. B. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. I I FIRE DEPARTMENT '- CURB CHANHASSEN E FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES, Ull FIRE LANE SIGNAGE REVISED: 1-10 PUTS No.: FILE NAYEG\EHC\SPECS\5218 ENGINEERING DEPARTMENT 5218 ROGID SDR -35 10' MIN. NOTE 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2 CLEAN OUTS SHALL BE SPACED AT 3DO'INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4, ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WIRE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY TEST. �OF SUB -SURFACE PVC DRAINTILE CLEANOUTS FOR INLINE AND am=END OF RUN CLEANOUTS REVISED 1-12 ENGINEERING DEPARTMENT PuIE 5234 FILE NAME: G G CS 5234 5 FT, MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING AT 6 FL MAX. SPACING I EgTE%TILE FABRICGEOIE%TILEPLASTIC 21P TIES 6 WIDE 35"' WIDE (50 L& TENSILE) RASTC ZIP TIES LB. TENSILE) AERICANCHOLOCALE° IN TCP 8'" TRENCH.BACKFI COMPACTION ZONE LOCAROINTOP 8" NTH TAMPEDNATURAL SOIL F« fFrOW 6••MIN. F1E�wHINESLICEH 12" DEPTH SILT FENCE, MACHINE SLICED iQ[2 SILT FL3JCE, HEAVY DUTY 1 2 a FT, MIN_ LENGTH STEEL POST (�OTEXTLE FABRIC AT 6 FT. MA%. SPADING 36" WIDE STAPLES r FABRIC ANCHORAGE TRENCH. BACKFILL / WITH TAMPED NATURAL SOIL SET FENCE TO BE PLACED GO 2 ON CONTOUR. SEE. SLOPEJORADE a1w IN. AND LENGTH CRITERIA BELOW _'1 -ENCS PREASSEMBLED T.2 VARIAN Ste- / LESS THAN 2% 100 FEET HUB WITH THREADED METAL PLUG 2 - 5,% 75 FEET PERENMIW 5 -10% 50 FEET TO BE SET AT FINAL GRADE. NOTES. amccumA 10 - 20 z 25 FEET METAL TOP PLUG MADE OF SILT FENCE PER MNDDT SPECS, SOURCE 200 APISLN GREATER THAN 207. 15 FEET MATERIAL TO ALLOW LOCATES SEE SPECS. 2573 JE 3886. IW�E LOCATION OF SILT FENCE VIA METAL DETECTOR. (DT. Protect Area From Sheet Flaw FINISHED GRADE FOR SEDIMENT CONTROL SOMA OCE Maximum Contrrbuting Area'. 1 Apra ONE PIECE PVC SDR. -35 ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, AJIpi1 I CLEANOUT RISER VARWABEERA8LE SILT FENCE NEAR TOE OF 1.6-� (SIZE AS PER PLAN) CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 CONSTRUCTION UNITS 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCE$. LOCATION OF SILT FENCE ONE PIECE PVC SDR. -35 FOR PEREMITER CONTROL ^J li DEVELOPMENT CLEANOUT RISER INFO SIGN RITASE'D:1-10 ENGINEERING DEPARTMENT (SIZE AS PER PLAN) FILE NAME:G:\ENG\SPECS\W17 U PlUINTING HOLE AND RATCHET-LOCKING TIES ALONG THE ITrERLM. SPACE STAKE (STH HOq(1 THROUGH THE W�/� LU o II I I -I BED CULTIVATION I I I II I w 4 HINGES. 0 INTERC JNECI THE HOPE AFTER SLIDING THE WINE THROUGH Z Q POLYETHYLENE BROWN IN. COLOR Z IN HEAVY POORLY DRAINED OR IMPERVIOUS SORE. 3/4" LONG WITH WASHERS. ALL OF OTE HINGES TURN T HE HOOK Q 1_COSEI PLL ISIXATED TREE PLANING LOCATIONS AND PLANTING EMS iS TOWU.RDS TIE INSIDE OF THE HOPE. ~ 0 ROGID SDR -35 10' MIN. NOTE 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2 CLEAN OUTS SHALL BE SPACED AT 3DO'INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4, ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WIRE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY TEST. �OF SUB -SURFACE PVC DRAINTILE CLEANOUTS FOR INLINE AND am=END OF RUN CLEANOUTS REVISED 1-12 ENGINEERING DEPARTMENT PuIE 5234 FILE NAME: G G CS 5234 5 FT, MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING AT 6 FL MAX. SPACING I EgTE%TILE FABRICGEOIE%TILEPLASTIC 21P TIES 6 WIDE 35"' WIDE (50 L& TENSILE) RASTC ZIP TIES LB. TENSILE) AERICANCHOLOCALE° IN TCP 8'" TRENCH.BACKFI COMPACTION ZONE LOCAROINTOP 8" NTH TAMPEDNATURAL SOIL F« fFrOW 6••MIN. F1E�wHINESLICEH 12" DEPTH SILT FENCE, MACHINE SLICED iQ[2 SILT FL3JCE, HEAVY DUTY 1 2 a FT, MIN_ LENGTH STEEL POST (�OTEXTLE FABRIC AT 6 FT. MA%. SPADING 36" WIDE STAPLES r FABRIC ANCHORAGE TRENCH. BACKFILL / WITH TAMPED NATURAL SOIL SET FENCE TO BE PLACED GO 2 ON CONTOUR. SEE. SLOPEJORADE a1w IN. AND LENGTH CRITERIA BELOW _'1 -ENCS PREASSEMBLED T.2 VARIAN Ste- / LESS THAN 2% 100 FEET WILL 2 - 5,% 75 FEET PERENMIW 5 -10% 50 FEET OCD, IJ01• NOTES. amccumA 10 - 20 z 25 FEET r -r SILT FENCE PER MNDDT SPECS, SOURCE 200 APISLN GREATER THAN 207. 15 FEET AP%M SEE SPECS. 2573 JE 3886. IW�E LOCATION OF SILT FENCE JUNE (DT. Protect Area From Sheet Flaw JIUIMS1 FOR SEDIMENT CONTROL SOMA OCE Maximum Contrrbuting Area'. 1 Apra THE PIANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, AJIpi1 SLOPE Ap7L{1,iigI VARWABEERA8LE SILT FENCE NEAR TOE OF 1.6-� SLOPE OUTSIDE OF CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 CONSTRUCTION UNITS 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCE$. LOCATION OF SILT FENCE BLACK LETTERING. FOR PEREMITER CONTROL 1411 OF SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PUTS ND.: 53170 0.Qp0 PVBUWC �$ 1"-2" CLEAN CRUSHED ROCK �•�i�iY�it i �iY i �TYy, �? �efi�W,IWFIsI�• S 4 • • S f-.-�M...•�-.. •:.• .Y �Y AP WIY WIT �- "y i �if�I J 1 1 a •1 NOTE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. aff ROCK CONSTRUCTION ENTRANCE TENSED: 1-10 ENGINEERING DEPARTMENTPLATE No.. FILE NAME. G: 3O SPECS 5 5301 DIAMETER ROCK FILTER NQ,L SILT FENCE PER MNOOT SPECIFICATIONS, SOURCE MACHINE ISLICED WOVEN MONOFILAMENT, 36" WIDI FASTENED TO STEEL T -I _ WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF A, LJINIMIIu T WITH E FILTERED WATER SECTION A.A �Q��fpI�O�F OFFROAD CATCHBASIN 41� FILTER BARRIER RLVISED: z-10 ENGINEERING DEPARTMENT PLATE N0'I 5302 FllE NAPE G SPECS\5302 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPfClFID417ONS AND STANDARDS DESIGN LOADS HEC u OF err ^_^oN 1. FMLN HLHWNLE AIRE WE. tNa IVA N4 UEI-64 SAFETY FACTOR N/.t Is on, tEza - WDOW r R.re FRmual TTE Tr "I' R) a. w) bs m P READ YVRRN DWAPI MIE iH. Ci51 IS' MGD MODEL CG23 DEFLECTOR PJ RTE OWW16W 1 - .CENTER OF FILTER A.SSEM&Y OVERROW 2 - FOP OF CURB BOX I ` J0' RLk"R ASSEMBLY D CG 23 WGi!-FLOW t7rGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CATCH BASIN SEDIMENT TRAP REVISED:1-tD ENGINEERING DEPARTMENT P7TE N0'` 5302A FILE NAME G: G SPECS 53O2A WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-160 COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX m N 14CE57�j1 CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" WASHED ROCK V DEEP X 2' WADE Mfg SILT BOX SEDIMENT TRAP REVISED, 1-10 PLATE NO.: ENGINEERING DEPARTMENT 53026 FILE NAME G: G SPECS S302A EXIBTNGDAME CIfTPRF.\ MNT0.CCORLTNDTO PIAIITIIKJ OETNLE,AB AWLKNBLE. ON 12 ELOPES OR ORFATmR 00 NOr CONSTRUCT THE UF44LL HALF OFTHE WATERING BASIN ON WET, POORLY ORA MED{OLB GO NOTCONSTRUCTWATERNGBABN. r FOR OECIFERCU T1E£8 r PoRD(TAVATIOUSTREE I {SE EY[`AVATKIN WITH IN pOCGRMM.E HATH MINMUI ON {TANDARD PINITN6 DETNU (N PREPAREDRN1nM3EEDA•DE IA. FOIL (TNOgOWKY IOOEENEON MILTON FINSWOGRAOE • NOIEN 1.•9FIE RDPEREII MINT N: INRALLI® INN THESPRING IRE JUNE ISI IFRAMFWO IN F0.11, FOLLDN FALL DECOUOIJS PLANTNO MTEB. 2'•ACITNL MTF{ IMM CHANGE DEPENDNG DPpIEDNALCddN1 E DE113BIINEINED BY THE FNDINEERR 8.^FNJ. PLAIT W Li IMM XOF BE RECOM.EIDEDORALLOWEO. BEE BPELNL PROVISONB FORBPECFO PROJECT pEOUIpENENIE. THEFQILWIM3 BAREROOTDEDFO FALNOT RECOMMENDED FOR FALL E. DOGWOOD. HAWTHORN. HO RUSSIAN OLIVUNDE . PIONN OO POPLAR ICUVI RY,UNOEN, NASH. . WAS,NCNEYWILLOW-CPRS APPLE, ANI, LANE, WILLOW. CPA{IPR{R.VNCIEARV, GAK{.ANDJNWC. 8 WILL PROJECT NAME PERENMIW PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY OCD, IJ01• RESIDENTIAL SUBDIVISION amccumA DEVELOPER- NAME r -r PHONE NUMBER APISLN CONTACT- NAME AP%M PHONE NUMBER 6' IW�E PERMITTED CONSTRUCTION HOURS-MON..-FRI. JUNE 7AM-6PM JIUIMS1 SATURDAY SOMA 9AM-5PM THE PIANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, AJIpi1 MAINTENANCE OR DELIVERIES Ap7L{1,iigI ALLOWED ON SITE OUTSIDE Mao OF THESE HOURS. TREES ANO 12' MIN. HT FOR CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCE$. 3. SIGN SHALL HAVE.WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. ^J li DEVELOPMENT 4�11I1bYl�l1 mu INFO SIGN RITASE'D:1-10 ENGINEERING DEPARTMENT PUTS N0' 5313 FILE NAME:G:\ENG\SPECS\W17 EXIBTNGDAME CIfTPRF.\ MNT0.CCORLTNDTO PIAIITIIKJ OETNLE,AB AWLKNBLE. ON 12 ELOPES OR ORFATmR 00 NOr CONSTRUCT THE UF44LL HALF OFTHE WATERING BASIN ON WET, POORLY ORA MED{OLB GO NOTCONSTRUCTWATERNGBABN. r FOR OECIFERCU T1E£8 r PoRD(TAVATIOUSTREE I {SE EY[`AVATKIN WITH IN pOCGRMM.E HATH MINMUI ON {TANDARD PINITN6 DETNU (N PREPAREDRN1nM3EEDA•DE IA. FOIL (TNOgOWKY IOOEENEON MILTON FINSWOGRAOE • NOIEN 1.•9FIE RDPEREII MINT N: INRALLI® INN THESPRING IRE JUNE ISI IFRAMFWO IN F0.11, FOLLDN FALL DECOUOIJS PLANTNO MTEB. 2'•ACITNL MTF{ IMM CHANGE DEPENDNG DPpIEDNALCddN1 E DE113BIINEINED BY THE FNDINEERR 8.^FNJ. PLAIT W Li IMM XOF BE RECOM.EIDEDORALLOWEO. BEE BPELNL PROVISONB FORBPECFO PROJECT pEOUIpENENIE. THEFQILWIM3 BAREROOTDEDFO FALNOT RECOMMENDED FOR FALL E. DOGWOOD. HAWTHORN. HO RUSSIAN OLIVUNDE . PIONN OO POPLAR ICUVI RY,UNOEN, NASH. . WAS,NCNEYWILLOW-CPRS APPLE, ANI, LANE, WILLOW. CPA{IPR{R.VNCIEARV, GAK{.ANDJNWC. MICH. ZONE 5 ILL ' OHIO IND. URI�AC EPT LE r ACCEPTABLE T' Wf rNOOIE 6110RFA MIR' L{MIO SOURCE QUEBEC KEY ZOrl EYP SPIUNG WILL KEY PERENMIW GQwB OCD, IJ01• #mmm amccumA Orimmma1• r -r WYI APISLN MILL]t AP%M 1 IW�E I ® JUNE l JIUIMS1 WpIN6PANWlMTEDTFGM 1r BEYOND L'AOEOF TOLE SOMA {FPT.I{ THE PIANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL TREE STEM. 24' MIN. HE. FOR DECIDUOUS AJIpi1 Ap7L{1,iigI Sit Mao e ®JUNK TREES ANO 12' MIN. HT FOR WYtT JI{Et W'r1FT Ahm. 1B SEII MICH. ZONE 5 ILL ' OHIO IND. URI�AC EPT LE r ACCEPTABLE T' Wf rNOOIE 6110RFA MIR' L{MIO SOURCE QUEBEC KEY ZOrl EYP Z01l1 [�KDGLOMW4�WE MS 0LOSS *-r OfmlgllllO AMU. MM r -r Rr NLFlAMB1OOL BHAIl BE OFDJE011DCEPTANE Ppi IMIOWE{N 1.^IF O B HARDY TO THE MNAEWTA ZCIAE WHEIEIHE F ECTME 0 U0114TED AND CONTINUOUSLY GROWN FOOORCALITNLEEAST TIE IA{T TWO YEARS Wm11N THEACCEPTABLEUNIIB SHOWN ON n1E ACCEPMBIE PIAMETO7L DROMNO RANDS WffB OR B.^RAMWOMIFDROWNO ETEACtBFM DROlIINO RANDELMRf,CAMEEDOpEBEMI[OA{ HAVNO INE FEED {01lA6E ARO 1=11011)= STOCK OROINATINO FROM WITHIN ME ACCEPTABLE OROWINO R/WfBE L.IAIR INSTALL TILE DRAINAGE INSTALL GRANULAR FILTER I.�VATEIOLEORBMTOALLAW I -BMCAVATE IIQFORBta TO PLAGNOTHETOPOFTHERCOT ALLDNPLACINGTHETU•OF 1'-3 HOHER114W FINISHED GRADE. ROIV HRSIERTTMN 2 -INSTALL VMINIMUM DIAMETER DEAN TLE FINISHED ORADE MYUGHTING AT A (OWER GRADE AS I-MOERr DIAMETER HOLE{ APPROVED W THE ENGINEER ENTRELYTNROUGH IMPERVIOUS s.^COMPLETEPUNDADAGmiDxpTO ORPCORLYOMINED N PLAMINGDETAL{ (BIEETN . {OLLAYER TOAOEOW110TILY .Y DP/JN BUBBOL 2.'THOUR000HLY BIODILLAIJ6ER IDLES INCORPORATED TED'PITUR FANO AND mx xP,..,: EOL. :.. . A'•COMPLFTE PIANTNGACGORDNG m PLANTING OETALB (EXE A4 . INSTALL MINI -BERM 1.^E%ILAVATENOLs OREED1MTHEO aF TME NOOTMABE NOTE 2. -BET ROOT MASS IN HUE TIENEED DETILI.AND 111"TYE RANTING DETaUANO WHICH NNE TS.••COISDRXEDENO MWTfMEAOYLOM TO IIBE 81YLL1 BE OEIEPMINED BY �{OL. EA'TEIIO TMEBET{I HIVE TCA TIECONTACTUFWOBEW1mxOFanME8 TIE eDW.I HEEWfT. TO APPROVAL BY TIE ENGINEER s.^CQ.PLETEPLANTMEIEIA) UNG TO PUMNO DETALB (BHEEIAI . ALTEONTNE RANTING OETNIBTORPOONLYOW�{IXL BIIBBIGND OR OEIEPoORATN3 NLLDH SHALL DE ACCEPTAUE THIDIX3FDUr TIE CONTNAOTPITA RVAIOE0 RE LGEMEN MMaMAIAULDEA MINIMUMSOE ATALLTAEBANDLFVNRW AIxEPT DWH RENACEMEMMUI OPGR TI REQUIpEO WHEN TIE CONTRAGTORB OPEAA770NS NAVE OOMTAMIIWTED THE MULCH WITH BOL AL- MISSISSIPPI` rJOTE. 1.^REMOJE MIXII NAOFD TOA DEPTH GREATER ENGINEER. :GFlm WHEN OIIECIFDNTHE 2.^PULL MULCH °ACK NOI cna TWIVr AND ND MORELS W r FlipM TNETNYIK wIt CENTEROF EO{BOF TYPEWIMUl LIT pIpNTTp 1D MULCHUNE MULCHL" IT emmm MULCH 0 OF MULCH mIEKIYT1 VAMM rLOL r -r *-r OfmlgllllO AMU. MM r -r Rr CORfMIOMIOE111B{ vA m rMN. r -r r -r OCi1ON6•IMIMB wmw MN 41M1r e r VFI� rNN. MIA 419'r -r FBENNB vmm 2m r -r r -r WpIN6PANWlMTEDTFGM 1r BEYOND L'AOEOF TOLE r -r r -r CMDF REVISED: FILE NAME: ENGINEERING PLATE PLANTING DETAILS FOR C]�$� 2-1p G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS l. --FORM 'A DOUBLE -LAYERED CYLINDER USING G2j• GRID GALVANIZED WELDED WIRE MESH (HPJROWPRE CLOTH). 1.1'IFOLD OVER THE TOP EDGE OF THE HDPE (HIGH DENSITY POLYETHYLENE) 24' MIN. HT. FOR DECIDUOUS W GENERAL NOTES OVERLAP THE LLD END 2. TOWARDS THE THREE BOTTOM TABS. TREES. AND 12" MIH. HT. FOR PINE TREES 1 SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 2.WORIVE TWO 1' I' OPPOSING HEARTWOOD WHITE .OAK Z• aEND THE HOPE INTO A CIRCLE WTH W STAKES INTO THE GROUND 7" FROM THE CENTER OF THE THE SLOE TABS ON THE DUTSDE OF V L0 1/4' GALVANIZED WIRE o THE PIANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL TREE STEM. 24' MIN. HE. FOR DECIDUOUS THE CIRCLE Z STAKE WITH HOOK LL CONDITIONS. THE COgTRACTOR SHOULD EXERCISE DISCRETION IN TREES ANO 12' MIN. HT FOR w LV LU SETTIfIG PLANTS HIGHER IN POORLY DRAINED SOILS OR USING 3.••SECURE THE MESH CYLINDER TO THE OUTSIDE OF THE '• 3.AUGN THE HINGES AND BEGIN ^J li PLANTING ALTERNATIVE PLANTING DETAILS ON SHEER B. STAKES USING EITHER, SCREWS MAD WASHERS OR NIDE TREES SUDItG THE 1/4 GAL VANIZED WIRE I a U PlUINTING HOLE AND RATCHET-LOCKING TIES ALONG THE ITrERLM. SPACE STAKE (STH HOq(1 THROUGH THE W�/� LU o 130 LBS-Hlgi DOMAIN BED CULTIVATION THE CIXJTRAC1TXt IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. •'`$$CREWS SHALL BE ROUND HEAP GALVANIZED 1/3' DIA x HINGES. 0 INTERC JNECI THE HOPE AFTER SLIDING THE WINE THROUGH Z Q POLYETHYLENE BROWN IN. COLOR Z IN HEAVY POORLY DRAINED OR IMPERVIOUS SORE. 3/4" LONG WITH WASHERS. ALL OF OTE HINGES TURN T HE HOOK Q 1_COSEI PLL ISIXATED TREE PLANING LOCATIONS AND PLANTING EMS iS TOWU.RDS TIE INSIDE OF THE HOPE. ~ 0 cn(DU (i TO A MINIMUM DEPTH OF 12'. SGL AMENDMENTS SHALL BE APPLIED OU T 1 WIRE MESH STAPLE = DURING CULTIVATION. -RATCHET -LOCK TES SHALL BE NYLON AND AT LEAST B' THE INTO THE CRDIIfJD, MIN, 2 PER CAPE U .EV LONG. STAKE A MINIMUM 12 . A MINIMUM OF 12 . DRIVE SIX 12" BACKFILL SOIL USE CULTIVATED AND AMENDED SOL EXCAVATED FROM PLANTING HOLES. PI! STAPLES LENGTH. 2 PER PREPARED BY ME OR UNDER SUPERVISION AND THAT I MY DIRECT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF REMOVE ALL DEGREE INCLUDING ROCKS LARGER THAN 3' DIAMETER 4 -IMBED THE LOWER EDGE OF THE MESH CYLIfOER T" Ma TLAANDOC EHZV 1 Tew R. Pavek DATE 2/6/14 LICENSE NO. 44263 BELD'W THE SGL SURFACE WITHOUT GSMRBING THE TREE ISSUE/SUBMITTAL SUMMARY THE 3 BOTTOM TABS AT OPPOSITE ' ROOTS. ANGLES TO SECURE THE HOPE TO FERTILIZER MN/OOT Wei THE GROUND. 5.••WT EDGES WILL NOT BE PERMITTED AT THE TOPOF THE CYLINDER. CUT THE STAKE FLUSH WITH iH€ RIP OF RTF THE SHALL N3' CY ND . AND SHR NDT EKl'BAC Y DEPTH AND SHALL BE NOT D COMPOST Mn/oar ]SBO MUCIC SHALL MOT EXCEED 3" LAN WITHIN THE MIN.- PULLED BACK FROM THE TRUNPLACEMENT A5 TOP TAB DEPTH AND SHALL BE PULLED BACK FROM THE. TRUNK AS DEPTH PULLED B SPECIFIED IN MULCH PIACEMEJT DETAIL OLD UNE SPECIFIED IN MULCH PLACEMENTMINE q,5•, HINGEMULCH MATERIAL MD/DOT 3B82 TYPE B UNLESS OTHERWISE SPECIFIED. 7 -THE BOTTOM WHORL OF NIDE BRANCHES MAY HAVE TO BE. &--ME BOTTOM WHORL OF PINE MASS PREPARE PLANT SPACING OF °R LESS. PLANT RJ STAGGERED REMOVED TO PERMIT INSTALLATION OF 12 MIN. HEIGHT BRANCHES MAY HAVE TO BE _ ON THE PERIMETER FIRST, THEN UNIFORMLY FILL IN WITH RODENT GUARD& WIND FD PERMIT MSTAILATIGd - - - - ^ ^ L�ROWS - ^ REMAINING ftEMING QUANTITY. UySE TPoAHWLAR SPADING, UNLESS SPECIFIED OF 12 IN. HEIGHT ROW4T WARDS 7 1 T I OTHERWISE. PROVIDE 5 RADIUS CFM OF SHRUBS AROUND EACH INSTALL ON ALL DECIDUOUS AND NNE TREES. 00 NOT INSTALL. MASS PLANMG DECIDUOUS TREE AND B' RADIUS AROUND EACH EVERGREEN TREE. THIS ON SPRUCE TREES. 7. -INSTALL ON ALL DECIDUOUS M40 `' RADIUS (CLEARAJCEt SHALL BE MEASURED FROM THE CENTER OF THE PINE TREES 00 NOT INSTALL ON SPRUCE TREES . ' I TREE TO THE CENTER BE THE SHRUB. NOTIFY ENGINEER OF GROSS F PLANT QUANTITY SURPLUS OR DEFICIENCY IMMEINATLEY. MASS MULCH PLANT SPACINGS OF OR LESS. j� _ RODENT PROTECTION DETAIL (OPTION 1) EOTTDMTela(imq I tiT e u MA Ae N N ASH. ONLY UNDILUTE`O EXTERIOR WHITE 'IATEX PANT 'SAND • TREE PANTING PAINT TREE CIRCUMFERANCE FROM GROUND LINE. TO FIRST MAJOR • .24' SIZE FIX2 -� BRANCH. DECIWOUS TREES PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN. 12' SIZE FOR CONIFEROUS TREES 1 55.25 PLANT TYPE AVERAGE AMOUNT OF WATER PER PREVAIUNG WIND4 3.25" MIN. 1.'M USE SEAMLESS5,, EXTRUDED TWIN -WALL, RIGID AND SEMI TRANSLUCEHT� APPUCATIIXJ IN GALLONS WITH A LASER RODENT PROTECTION DETAIL (OPTION 2) POLYPROPYLENE TUBES NETTING POLYPROPYLENE PERFORATION AND AN MACHINE TRANSPLANTED TREES SO' - IDD LASER'LINE. OUTIV O -FLARED TOP RLN. 42' AND VP PERFORATION 2.••SELURE THE SHELTER WITH NYLON NOTES: BARE ROOT TREES 15 TUBE SHELTER RATET-LOCKINC TES ATTACHED TO A 1+•STEEL POSTS TO BE NOTCHED OR DREIIED TO WATERING BALLED A BURLAPPED SHRUBS 10 1" z 1" SATE OAK STARE TO PREVENT USLDDGNG OR TWSTNG. IMBED THE RETAIN WY WIRES PLACE OUTSIDE OF ROOT BALL. ORIIAE PLUMB REGARDLESS OF GROUND GUIDELINES BARE ROOT OR CONTAINER SHRUBS 7 (LENGTH VAR -I OF THE TUBE A MINIMUM OF BOME 1' BELOW E SOL SURFACE WITHOUT SLOPE 7 ROLLED STEEL WOODY SEEOIJNTAi 4 DISTURBING THE TREE ROOTS, 2."'REQUESTS TO €UBSTINTE RUBBER HOSE AND POST (MR/DOT 34°3 RELEASABLE I WIFE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. PERENNIALS AND RHES 3 I RATCHET TE TO3.AHNSTALL SECURE STAKE IN ,1" M A PLASTIC PHOMDEGRADABLE J. NETTNC COVER AND SLEEVE OVER THE APPROVED. IV LONG IT IS TIE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN TUBE RECESS TOP OF THE MBE TO PREVENT I -TREE STAKING IS NOT REQUIRED UNLESS Pl]LYPRDPYLEPIE OR SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE 1IN ENTRAPMENT OF BIROS PULL NETTING SPECIFIED OR NECESSARY TO MAINTAIN TREES A PLUMB CONDMON WHERE WhOALISM POLYETHYLENE 40 MIL LISTED APPUCATION AMOUNTS ARE GUIDELINES. NOT REQUIREMENTS, DONT) AS SHOWN. SOIL, OR WINO CONDITIONS ARE A PROBLEM, 1.5" WIDE STRAPS. N OR AS REQUESTED BY THE ENGINEER. ATTACH WITH 10g.WIRE. 4 R��E AFTER ONEEAR SEEDLING TREE SHELTER TAIL PANT TREE CIRCUMFERENCE FROM GROUND LINE TOIST MAJOR BRANCH. 10', 2.2 LB. FLANGED CHANNEL STEEL SIGN POST (MD/DOT 3401) OR APPROVED EQUAL. UNDISTURBED SOL LOOSENED SOL NTH SGML AMENDMENTS MULCH LOOSENED SAIL FINISHED SUL ELEVATION FIMsn60 GRADE • MIN. 12' LOQSENEO ° ° ° SOIL WTH SGL AMENDMENTS APPUCABLE TO DECIDUOUS TREES OVER 4' CALIPER ANO D ° • EVERGREEN TREES OVER ID' HT. STANDARD TREE LARGE MACHINE PLANTING SOIL UNDISTURBED SOIL STAKING / GUYING DETAIL TRANSPLANT REE ENGINEERING PLATE REVISED: 1-10 FILE NAME G \ANG\SPECS\5311 5311 PLANTING DETAIL am= DEPARTMENT Cl, V1I Site G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSkeGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-ino.mm REVISION SUMMARY C6.1 RIGHT 2013 CIVIL SITE GROUP INC. W W J o V L0 J o t^ v / Lr) z Z LL J MINIMUM QLL w LV LU Q ^J li a a U W > W�/� LU o J v/ W V Z Q W Z Q Z > Z Q �W V Ui = ~ 0 cn(DU (i w CDa 8) = U Z Z Q U .EV W W 0 OL 0_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER SUPERVISION AND THAT I MY DIRECT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma Tew R. Pavek DATE 2/6/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY C6.1 RIGHT 2013 CIVIL SITE GROUP INC. TURRET 3Gn Yw rv, E a Nr(A W w �1viISIte non uxE, nry ssaH GRASS PRE-TREATMENT�p�t TYPICAL DETAIL WI IN MV I."C S DO0.G (USE SIZOIG DM(R OWE) W W W W W W W (�I QED W W w W w y W W w" W SYSTEM SEE U�uN�µ COLLECTION G R O U P PLAN VIEW PATENT PENDING W w w w w w w W W 4931 W. 35TH ST. SUITE 216 ST. LOUIS PARK, MN 55416 CivilSiteGroup.Com -r T MATERIAL ; SEE LANDSCAPE PLAN Matt 13-39 Pat Sarver ' IT W W W W W W W W W w W W 763-213-3944 952-250-2003 { W w W W W W w W W W •Y NOTES / INCORRECT CLT (TOO CLOSE) RESULTING 1.-REWCE COMPACTION O! R00T SYSTEM¢¢ AE` IN OSCGNTtJUWS CALLUS FORMATIO! WIHERE IT OCCURS BY OLWN0 50 mm (2') BRANCH BARK RIO.E AFTER FXJE SEASON OF GROWTH, GUAM. HOLES IN THE SOL ro A DEPTH fIG00%%F''"' / DJ R 45D.. HOLES I BEGIN 3' TO THE TREE I CORRECT CUT (LEAVING BRANCH COLLAR TRUNK A NTI..0 Al 2' INTERVALS RJ BUT NO STUB) RESULTING IN CONTINUOUS CONCENTRIC RINGS WT TO THE PROTECTION 1 OQUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE IIf7 Ijj B AFTER ME SEASON OF GROWTH. iwsT"w.z Aam ssnayRe,or�Es i. w W w W DEAD BRANCH I �I UNHG BRAtJOR C REWIRED TO MAINTNN ADEQUATE BUT NOT j w ~- VIBRATORY PLOW 2.N*WATERtNG OF ROOT DAMAGED TREES WILL BE ARCHITECTURE, INC NI STIFFS ro PRUNING EXFESSIVE SOIL MOISTURE TO A DEPTH OF "`Nffi 0'T PAUTHL��S51-� W W W W W W W W B f I i la NITHN THE uNOISTUREIED PORTION OF T ,. L- FROST Wi PART WAY THROUGH THE THE IMPACTED TREE DRIPUNE. (�T' W w W w W •✓ W 333 Washington Ave N, Suite 2'10 C W W W W W W w W y 612.676.2700 www.djr-inc.com A _ Minneapolis, Minnesota 55401 1 BRANIxI AT POINT A 0 &"A 6 INCH LAYER DF IP MULCH E 2.^THEN WT COMPLETELY THROUGH A E A N �� BRANCH FROM POINT B ro A PLACED OVER A ttPE III(O37W33C�)i GEOTEXTILE y y y1 y FABRIC MAY 6E USED IN LIEU OF THE ROOT s J/� 3J4NOW CUT FROM PONT C TO D. SYSTEM BRIDGE D N( /jI a!MF D IS HARD TO FIND. DROP A 4.-WHEN DE9ONAMIJ IN THE PLAN OR WHEN -- K-. ��lii/ PLUMB UNE VERTICALLY DOWN TO DIRECTED BY THE PQOJI LIMITS ALL TREE BEOOOIM X BRANCH COLLAR OPEN PONT X. THE ANGLE X-C-O CLEANLY [N THE MAXIMUM DEPTH PATEN PENDING w W w w W y SHOULD BE APPROXIMATELY EQUAL Y CROSS-SECTION VIEW w W W w w w W w W TO -C-E. R00T SYSTEM BRIDGE ATJD VIBRATOROY PLOW NECESSM FOR CONISTRITTI WM A VIBRATORYIER TOT PRIOR TO ANY EXCAVATION. ROOT w W W w W W w W D40S EXPOSED BY EXCAVATION ACTIVITIES cxA aruWx+-1 w .t SHALL BE IMMEDIATELY COVERED WITH A 6' PRUNING NOTES. LAYER OF ADJACENT SOL BACKFILL RFLRADE RlrTea]Nc Row euN+Ol,w T{pR{ w w w w W w W W w HARDWOODS SOME CONIFERS 1 W w DR INSTALL RETAINING WALL AS DESIGNATED I 1.'°NEAVE BRANCH'COLLAfi (C TO D) RJ THE PLN! OR fvHE! DIRECTED BY ME QJGRJEER ' 1 � IMFr �BRATF 1R]FA � W W W W W w W 2EEO) NOT FLUSH WT (C TO X) TUNNEL 3.•"00 NOT LEAVE STUBS 8 TO A) - PROTECTION ZONE. ROOT CONSTRUCTION VEHICLES MUST PASS OVER 1- _ ( SID ZONES, CONSTRUCT PCT ROOT SYSTEM -_ �. _ 1 -I - -R- �R• .R- - �v- - -I- W W w W w W W 4.--BEST TIME TO PRUNE IS LATE BRIDGES WITH STEEL PLATE SUPPORTED ON DROP CROTCH PRUNING IS W000 TIMBERS PLACED RADIALLY TITHE f CONNECT T(1 w W W w w w w w W W w W B DORMANT SEASON OR EARLY SPRING. N'> USED FOR REDUCING THE A CORRECT Too 700 T00 TREE: TRUNK.STORM SEVIER HEIGHT OR LENGTH OF MAIN C PRUNING CLOSE LONG SLANTED 5.1-AVOID PRUNING OAKS IN APRIL MAY, N Pv^' OR DISCHARGEw W w W w W w W W w w w STEMS OR BRANCHES BY CUT JUNE OR JULY. CUTTING BACK TO A LARGETREE PROTECTION MINEBRANCH. E L._ _- � I G.--IMMEDIATELY PAINT OAK WOUNDS JULY I 11 I I - p LATERAL MADE IN APRIL MAY. JUNE OR LY TREE gAAETER AT • MINIMUM DISTANCE FROM WM LATEX PAINT OR .SHELLAC. � �- - - - 4.5' ABOVE IatOWO FACE OF TREE TRUNK w w W W W W W W W W W W �{1`{�{5I�1`{,1Ir►/I11�'yp ,IIIR''�T''�T��t,�IJ2 _ _ I.- BASIN",, i 9 W W W W •Y w W W ____-OVERFLOW CATCH BASIII, Ifl 3 4 4 . - _ ., - I _ SEE UTILITY PLAN D 12 DROP CROTCH OR CUTTING BACK 75 -iv -^AA1NNPi4P01NT°P'T�"`'"�B��1°CD°I BRAIN \ RHES SMALLER THEN Y DiCAsvA�+P IN DIAMETER SHOULD BE CUT WHEN UTILITY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR NIHBN THE TREE PROTECTION ZONE, AS DEFINED PRUNING SMALL BRANCHES ANOTHER SMALL LATERx BRANCH. THE UTILITY INSTALLATION TUNNEL RJ THE ABOVE CHART, THE CONTRACTOR SHALL TYPICAL PLAN VIEW IDEAL WT SHOULD BE SHARP, BORE (TONNEL.UNDER TREE ROOTS THAT ARE THE CONTRACTOR SHALL PRUNING DETAILS (Shigo Method) CLEAN. AND MADE ON A SUOIT ANGLE YORE ATEA MINIMUM DEPTH OF 2C BELOW EHE GROUND SURFACE WITHIN THIS ZONE SIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION UNITS ROOT PROTECTION AND TRENCHING DETAILS PLANT MATERIAL SEE LANDSCAPE PLAN WILL BE IDENTIFIED IN THE PLAIN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. COMPONENT VIEW PATETrPBOING SEE GRADING PLAN FOR DEPTH NOTES DROP LINE t ±4PIL CE THE TEMPORARY FENCE. Tlee Protection Arm 2"REDUIE SLOPE ROUNDING WHERE ROOT ZONES WILL CONSTRUCTION LIMITS BE DISTURBED BY NORMAL SLOPE ROUNDING, AS TREE PROTECTION APPROVED BY THE ENGINEER. SIGN 7."VMY BACK SLOPE STEEPNESS TO AVOID TREE LOSS eKYN4ffi Siffi.S.Y0.TE L2'P�GE) \�`, OR UENECESS Y ROOT DAMAGE. AS APPROVED BY p PAWFIIENT TEMPORARY FENCE a RIBBiN CURB MAL 9 REDUCED ROUNDING W NOT QJ1EF2 THE FENCED AREA SANDY LOAM FILL ANOD1MLL AWPBNUM AND 9BERfdAa RLTE0. ASSEMaEY Eg NORMAL ROUNDING STINO'.QROUNO LEVEL WW vpprecbte your cvapemtbn to a"O: n Protect Noce In". Eunng �"f W�� Lu J." H Canefruhbn 4- I i � _C T R 075' 127 `J wNwTna cufcne�Rrce Allp easE GRASS PRE-TREATMENT S1Ri +:' 1 I ANY FILL REWIRED WITHIN THE DRIP UNE OF TREES SHALL BE AN - 24� �"� 1-Y 7III--III [ I c rl- FABRICATE 12 % 9'X S/a' 94N WITH 0.75• RADIUS CORt1ERS. 77E�� r FURNISH AND INSTALL TEMPORARY FENCE AT EHE TREE'S DPoPLINE SIGN SHALL BE WHITE NTH BLACK LETTERING ATTAOH SIGH UNCOMPACTED (WITH A COARSE SAND COMPONE N» SANDY LOAM Lu 11111115TLR8ED, 1NC011PAC I IF (� Ti I I I� ((--) CR CONSTRUCTION LIMITS AS SPECINED, PRIOR TO ANY CONSTRUCTION. TOPSOL EXCESSIVE FILL MAY REWIRE INSTALLING PERFORATED NSITD SOL ...i„ s.Ti I !-` i' C•7 J Q TO POST USING i' LENGTH WOOD SCREWS, PLACED AT 2.5" -- HIEN POSSIBLE PLACE FENCE 25 FEET BEYOND EHE DRIP UNE. PIPE WITH AT LEAST ONE DAYUGHTED END OPENING AS AN _ L0 O AHD ].3' RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. AERATOR SYSTEM. L0 MN. S-8- SIZE RIVER ROCK/PoPRAP IN B I I - -WOVEN GEOTEXTILE (MNIDOT TYPE 1 - HIGH FLOW RATE) ^ LL SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL (8•-12' DEPTH) ,;) I D` :F 12` OVER (GRA BLANKET UNDIERDRAIN PIPE SIDES,IDING 1-2' /A z C 06 MN. PLANTING MEDIUM DEPTH 24' I N GRAVEL BLANKET WITH A WELL UBMHOMOGENOUS MIXTURE (BY VOWMO: 1 _ f- 1-1.5' DOUBLE WASHED STONE OR W 50-SO>< HOYOGENO4s 50%NATIVESCONSTRUCTION SANG !-1 1=i I I`I , V-& WASHED RIVER RUN PEA GRAVEL 4o-so>< NAnV� TCPsaI (_ j;=j (,- 11 3(-i i !-I (I- W Z U_ �BLAI� - ORATED IRIDERDRAW OUTLET PPE (� ENGINEiA�iO S• DIAMETER PVC SEE UTILITY PLAN U aTT OF REVISED-.1-10 FILE NAME G: �1G\SPECS\5312 OEPAR �a1T 5312 VEGETATION PROTECTION DETAIL //J� = F- SPECIFICATIONS PATENT PENDING TYPIGA4L 5EGT10N \/IEW liJ MANUFACTURED Le� r Q Q 1. STEEL. REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE STRUCTURE (1,030 LBS). a GONSMOTION SEQUENGINO U 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 9,000 PS[ AT 28 NYS. CONCRETE AIR ENTRAINED M% TO CE E VOLUME). W 3. THREE-POINT K ACCORDANCE WITH ASTM POCKETS GRADE 60 MINIMUMSTANDAR 4, SOIL UNDER PICK USING COMPACTED RECESSED OPTING POCKETS WITH A STANDARD FIOOK W 0 W S. 50]LUNDFRBASE TOBECOMPACIEDT095%STANDARD PIROCNR. 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES 9. IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRAC110E5. > (� 6. Tvro-PIECE LIGHTDUrvcaLVANTz®GRATE(34.5LSS/Pa�FORPEDESTRIANLOADING. TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. W J ]. TWO-PIECE EGHTTRLICKGALVANIZED GRATE (77.5 LBS/PIECE) FOR 2,324 POUND WHEEL LOAD. 1OPLANT AND MULCH BIOREIENTION DEVICEZ 8. USE EXPANSION JOINT MATERIAL BETWEENTURRET AND BIORETENTION INLET 2 m W ''/^� ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE. . ORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS 11 REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS 1 V/ Z ADEQUATELY VEGETATED. 0 Z W 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. SETTING FINAL GRADE OF BIORETENTION DEVICE L + O Q = Z PLANTING HOLE DIMENSIONS 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO GENERAL NOTES Lu c) � U (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTYMCi BEDSIT 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLONING ALL VALUES ARE AS FOLLOWS: 5. ROUGH GRADE THE SITE IF BIORETEtJTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING ( Q 1- PLANTTYPE ANDr4CUA)M (A) TVI HO APPNOX(1) BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE CONSTRUCTION. W 2 O PLANTING A LA C ANOrKxIOap MOLE VI nDLeo�nl(t) SGL A SOIL TIrdG sBRSEPJED UNDERLING SOILS FROM CLOGGING. cn U J n ®LING te) (14 I j� 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPUSHED USING LOW-COMPACTION (D W �� I ( MULCH FINISHED MULCH EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. t esDLM ( tial GRADE 6. PERFORM ALL OTHER SITE Q Lfj T t On (in e 'JB�F- "1 VARIABLE 12� 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE T` m(31 yT U u (�� t �L-- UNDISTURBED, UNLESS OTHERWISE NOTED. i i CONIFEROUS ;. Z TRESS ( u tial &CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. (a) TLB. (rz) (n Ila BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE-TRANSPLANT CIOea can STOCK 11< 'T Se. (7� 1.-SCARIFY SIDES AND BOTTOM OF HOLE, 1."SCARIFY SIDES AND BOTTOM OF HOLE. 1.--OAK ROOTS IN WATER FOR AT I.-SCARIFY SIDES AND BOTTOM OF HOLE. C p C ♦ � MOM= t 2.-PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE IRAN 2.-ADD CORRECTIVE PRUNING. ILIO-RETENTION, REGHAR6E, PILTR.ATION (RAIN r5ARc;=N - TYP.) U (1r) BELIl10 AS DIRECTED BY THE ENGINEER 2.-PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING, 3.-SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 2.-SCARIFY SIDES AND BOTTOM OF lL ` 1 affD11110 3-SET PUNT IXJ UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER WAS PREVIOUSLY CGROWN. O v NEON= s) t OR THOROUGHLYCOMPACTeDPLAMTNGSOa. HOLE. 4,-PLUMB AND BACKFILL WITH THE PLANTING SOIL N T 5 (� (1^ 9 "REMOVE CONTAINER AND SCORE OUTSIDE $.-PROCEED WITH CORRECTIVE fY INSTALL F'LM7T Sa THE ROOTFLMEIa AT OR UP OF SOIL MASS TO REDIRECT AND PREVENT PRUNING AS DIRECTED BY THE S.-WATER TO SETTLE PLANTS AND FILL VOIDS. LL ( DA (4A TSI 2- ABOVE THE FINISHED GRACE MATH BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER 8."AFTER PLANTING, LOOSEN THE SOIL IMMEDIATELY DA AND WIRE BASKET. ( IF USW . INTACT. 4,-TRANSFER PLANT DIRECTLY FROM ADJACENT TO THE SPADE-MOVED SOIL TO A MINIMUM 0.R M / 4.-BACKFILL TO WITHIN APPROXIMATELY 4_-SET PUNT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT SO THE DISTANCE OF 18" AND A MINIMUM DEPTH OF 12, DIS MA 1 17 OF THE TOP OF THE ROOT&W, THEN SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE I HEREBY CERTIFY THAT THIS PLAN, BA t WATER PLANT. REMOVE THE TOP 13 OF 7.-WATER THOROUGHLY WITHIN 2 HOURS SPECIFICATION, OR REPORT WAS DECIDUO(JBi140 PLATING BOIL. INSTALL PLAT SO THE FINISHED SOIL ELEVATION. PLUMB SPREAD M THE BASKET E THE TOP TWO ALSO TOPE THE ROOT FLARE IS AT OR UP TO Y ROOTS OMIT EVENLY. RUMS ANO WATEACE MULCH WITHIN 48 HOURS IDE THE SSIVE- TREES � B, But. (4pl t RINGS WHICHEVER IS GREATER ALSO ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILLWITH7HE WATERING UNLESS SOIL MOISTURE IS EXCESSIVE- SUPERVISION AND THAT I AM A DULY 1 aA REMOVE ALL BURLAP AND WVLS FROM THE CORRECT STEM ORGLING ROOTS. PLATING SOIL. B"STAID= AND GUY TO PROVIDE ADDETIONAL SUPPORT LICENSED PROFESSIONAL ENGINEER t 60. (ao7 TOP 1rJ OF THE BALL. REMOVE ALL TWINE. 5.-WATER TO SETTLE PLANTS AND BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR eAwaE(CATeAae mwR AM MANE - 2r MH c1ESN< re HG UNDER THE LAWS OF THE STATE OF IRNA 8R REMOVE OR CORRECT STEM GURDLING 5.^PLUMB AND BACKFILL WITH THE FILL VOIDS. SnAu7A. Nv[arvG MAY KWW BARLE !NSTAUATIPN PweR Tv FLALtNG c NG 1. BJt Tp) 1 ROOTS. PLANTING 901E SPECIFIED, %T TWWES GRFATW THAW W wA MAY RlauNc SENnm cAS.nw FNS. SLEAMNG SJw MI ESOTA. MA (an 11P) ROOM AND BACKFILL WITH THE &-WATER THOROUGHLY WITH IN as (( PST gNE B."WATER TO SETTLE PLATS AND FILL HOURS. ( ILL NM VOIDS. 7.-PLACE MULCH WITHIN 48 HOURS OF ((."WATER TO SETTLE PLANTS AND FILL 7'^NATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL '+'T � voila MOISTURE IS EXCESSIVE. a.W1 40. tt ( 7.-WATER THOROUGHLY WITHIN 2 HOURS. + Ba t B.-PLACE MULCH WITHIN 48 HOURS OF 8."PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS '°' °' �'' Ma ew R. Pavek ON CFEROUS sa a7 THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE vnds "�' sAn. aAIFTE OM SHRUBS (4 �� itp) MOISTURE IS EXCE99NE. IS EXCESSIVE. SPADE DWMETIIR OAI(TREHS, oDERNpnNE co r 9m+ 'an 411TIN1111 TEmxnr�� O O O DATE 2/6/14 LICENSE NO. 44263 I&A8."STAKE AND GUY TO PROTIDE ADDITIONAL SIZE'C f:dWPEt TREEB.GWPER TI�.F66FtT FLOW CONIFEROUS[M 8PRBA 107 SUPPORT BETWEEN THE STEM AND ROOT 000 WR" ( ( BALL AS NECESSARY OR SPECIFIED 4T 11 ID ray' S' to 1 ©DD ISSUE/SUBMITTAL SUMMARY SHRUBS OMLL (HOLT (1 BO' 19b29 wilue rtoIF pIL � p (SPREADING) MVWaa ( 1 76E 25to39 4'br rb14' 000 DATE DESCRIPTION 1 Bp' 3910r Star 14'to 18' '�' OOCJ 10-4-13 SITE PLAN REVIEW______ -LR (4a) in SOL(tt PLANTING- DETAILS FOR ISOLATED PLANTING LOCATIONS(45 12-5-13 CITY COMMENTS SIL t ._-. .._.. DECIDUOUSBE, (141 I PLACEWALL CHAWLINKFENCE FRONT ;iJE 12-20-13 BID SET IOAI MMIEIWFIR TPR PM4 5� ..- 1-03-14 ADDENDUM #1 IS) -` 2-6-14 PERMIT SET $HRU83 M aaT FASTEN LOOSELY TO FEN( . ,' � a- HE PAntT3 VIOLIN xvAx a�Gru 1 SS I 1 r: c N ,.'. x- Rr I.. 44vw 4e•NAX s•mrrL 4 WITH BIODEGRADABLE STRING. II ,�. Ic PANELS siaN M•WN MTN._. -_.. u pal i SAFL BAFFLE INSTALLATION 2-28-14 PERMIT COMMENTS_____ Ba 142i ]- PN• PMIEl9 MIN >I111A e•IOTK FASTEN LOOSELY TO LATH B'B' GENERAL NOTE: WITH BIODEGRADABLE STRING I DafNl BAFL BAFFLE PANEL -- ILL x t Detail �pAOO (n ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE 1'X 38' WOOD LATH. LEDRUIVE90 1Y fLm CONT. OF !TING 3081 PRIOR TO FOLLOWING THE STANDARD INTO SOIL AT ESA! ANGLE SO THAT (X7117 (CLUE PLANTING DETAILS. PLANTING SOIL 19 ACOMBINATION THE TOP RESTS SNUGLY ON THE e• CNNEaRIR - 4 DONT it ( OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST WALL OR FENCEG�.fi 4JMCOKE. / MU(AND/OR ANY OTHER SPECIFIED AMENDMENTS.:wn aK,u TUBE t-RANE - 1 LIT c xr. 1 (aEl MULCH CONTINUOUSLY, UP I CONTAINER ooar. la1 �..:.. �:.... _ GROWN COST 7 NOTE: TO 5'BEYOND TERMINAL VINE. vASH,CWLPx -- PLANTS DONT, Mm l.-HOLE DEPTH FOR BYOB AND CONTAINER PLANTS on cart. ( MR _ 11,7 SHALL NOT EXCEED MEASUREMENT FROM ROOT FINISHED GRADE -E+m REVISION SUMMARY DANT, (art (III FOUR TO BOTTOM OF SOIL BALL Down I@R BOLT DATE DESCRIPTION N CONT. + M o0rt. (SLUT QOMT. Rap) 1.' D T. O P15TREAY iEaNrxnooEs wv a Tic eTausCc INCENSES P THE SNL PLANT ACCORDING TO PLANTING e"rU �T• MIN. 2' DETAILS ABOVE AS APPLICABLE. II BAFL BAFFLE INarwLunnN 1YRMEDLSR, (1 011 MIN. 2' .) CSTAULAWR MUST OF lnCAnpN cr oAsnMa amo slurs rsace to I Plan wsruunCN a sTAOCnIa. 1 YIL No.1BA 1 (171 a•IR �,MK (ti'f l)FmmAGTNt SRiULNRE9 GIFATFF MNI ]R• REWIRE gCPD CA9TN0 FPE WWTnIMICE Y Y0. MQ I BR ( 47 ws GENERre SETAS NER RED EWU NPAss T Stzr. , FIT, ANTI VIBES WONT (I� t181 VINE PLANTING DETAIL T AMNHCAp[IT P THE SAIL FACILE FORTHE NL^ SPECIFIC PpoJFCi. If IS TIE LLAT THIS RDLSSN IS III H THE G WITH EALL AA It ----_ f/4 EXyNT. ( tT� assl&E THAT TIE PSH.: Is w tL WFLE'E IS ALL APPLICAhE ENGINEERING PLATE PLANTING DETAILS FOR LAn ANN PEFAAATNP6. THE WL WFFLE'G PAT NT G CNG TEGwNLnGY ➢F riC IbAVFASm OF RWUE3mA AVG UP$TREaR Cl1Hi0F REw� 1-10 FILE MAIZE &\mG\SPficS'�,SI 5309 I»oLmtE� 1� N 1NHMr Pam G MAmrA AIR DETAILS MINS. TECMLIOI M KVN PLAN:, WD i W IMIEW DEPARTMENT TYPICAL INDIVIDUAL PLANTINGS THROUGH PIPE CONFIGURATION CITY SAFL BAFFLE STANDARD DETAIL .', UPSTREAM TECHNOLOGIES upstrea NEW BRIGHTON, MN Technolole�s &51-M&02, C6..2 i w C- I N r I rn N j NNI Or- j O En I I 1 I I 1 I I I I -_J II I\ \ -v V VLI 11 I V• IL I i it v � FABRIG I I i j I 1 I I j II ' I I I IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND IRRIGATION WATER, METER, AND POWER CONNECTIONS. DEBRIS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNERS REPRESENTIVE. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN THE JOB SITE. SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR LABEL OR COLOR CODE ALL WIRES. THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1-h" AT BUILDING. BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS VERIFY WITH MECHANICAL PLANS.COVAGE. AND FLOW CONTROL ON AUTOMATIC VALVE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 20. USE SCREENS ON ALL HEADS. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 21. CONTRACTOR SHALL SUPPLY AN "AS -BUILT" PLAN OF IRRIGATION 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW SYSTEM AT THE TIME OF COMPLETION TO OWNERS REPRESENTIVE. A THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL 2'-0" BEYOND PAVEMENT. TIMES IN AN UPDATED CONDITION. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND 22• ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE TURN. FINISHED GRADE AND CAPPED. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE / e 955. X 3 �' LO 0 MI REMAIN 4 r 2- MA L �• UPLAND 5EWlcflX LANK / BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. LANDSCAPE NOTES: 1. ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH OVER WEED BARRIER, OWNER'S REP SHALL APPROVE MULCH SAMPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL EDGING OR APPROVED EQUAL. 2. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF PLANT MATERIAL FOR DURING OF ACCEPTANCE PERIOD. 3. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 4. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 6. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 8. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 9. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. PLANT SCHEDULE - OFF-SITE AREAS SYM. QUANT. COMMON NAME DECIDUOUS TREE 1 PSG 3 PRINCETON SENTRY GINKGO ARM 4 AUTUMN BLAZE MAPLE EVERGREEN TREE BHS 2 BLACK HILLS SPRUCE ORNAMENTALTREES SB 8 SERVICEBERRY SSC 9 SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FP 8 FOXI PAVEMENT ROSE EVERGREEN SHRUB MJ 24 MEDORAJUNIPER Q1 GMB 27 GREEN MOUNTAIN BOXWOOD KFG 61 KARL FOERSTER GRASS 116 BOTANICAL NAME Ginkgo biloba'Princeton Sentry' Acer x freemanii'Jeffersred" Pinus nigra Amelanchier x grandiflora'Autumn Brilliance' Malus'Spring Snow' Rosa 'Fox Pavement' Juniperus scopulorum'Medora' Buxus"Green Mountain" Calamagrostis x acutiflora'Karl Foerst& LANDSCAPE NOTES: LAN DSCAPE CALCULATI ON: PLANT REQUIREMENTS: BUFFER YARD: A A = 1 CANOPYTREE / 2 UNDERSTORY / 3 SHRUBS / WIDTH MULITPLIER- M 25' = 0.4 5' = 1 PROPOSED CONDITIONS: 682 LF C 25 335 LF C 5 REQUIRED PLANTS 25' BUFFER AREA 2.728 CANOPY TREE 5.456 UNDERSTORY 8.184 SHRUBS 5' BUFFER AREA 3.35 CANOPYTREE 6.7 UNDERSTORY 10.05 SHRUBS SEE PLANT SCHEDULE BELOW FOR PLANTS PROVIDED SIZE ROOT COMMENTS 2.5" B&B STRAIGHT LEADER. FULL FORM 2.5" B&B STRAIGHT LEADER. FULL FORM 6' HT. B&B STRAIGHT LEADER. FULL FORM 1.5" B&B STRAIGHT LEADER, FULL FORM 1.5" B&B STRAIGHT LEADER, FULL FORM #5 CONT. DENSE BRANCHING #5 CONT. #2 CONT. S FULL GROWN HT. 100 LF YARD 100 LF YARD 100 LF YARD A1191111L 1" = 20'-0" 10'-0" 0 20'-0" Lividsite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700w .djr-inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Pa r ck J. Sarver DATE 2/6/14 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10-4-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-0314 ADDENDUM#1 2-6-14 PERMIT SET 1 2-28-14 PERMIT COMMENTS - LANDSCAPE PLAN C7.0 RIGHT 2013 CIVIL SITE GROUP INC. W z W U M J j o ° II L J O 1^1x z G Q Z W W Z LU LL LL Q N � Q a O U W > W'^ 0 Ii J M VJ W V Z Q LU z Z z O Q V- Cl) J LU _ ~ O (n Q c�11� L U w 2 Z M _ = U z Z UU T U i W 0 EL EL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Pa r ck J. Sarver DATE 2/6/14 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10-4-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-0314 ADDENDUM#1 2-6-14 PERMIT SET 1 2-28-14 PERMIT COMMENTS - LANDSCAPE PLAN C7.0 RIGHT 2013 CIVIL SITE GROUP INC. c�3 ib Eo A050 C3 - - BORE HOLE FOR CANE BOLT I o 1) DD A3 m A050 D 01 =-----------=- 8" ROCK FACE CMU - STL FRAMED GATE WITH WOOD COMPOSITE BOARD , FINISH, ATTACH TO BOLLARD HINGE SYSTEM TRASH DUMPSTERS ' (SHOWN DASHED) __N.I.C. -----------: Zi 3 vw /U /�' o O r 0: > LL i LL O w �/ Q //)� w > m ii ASH ENCLOSURE PLAN t" = 1,-0„ AREA SCHEDULE Name I Area SUITE 100 2,144 SF SUITE 110 3,064 SF SUITE 120 1,564 SF SUITE 130 3,492 SF MECH 181 SF D2 10,446 SF _ 7 SLOPE CONCRETE SLAB FOR DRAINAGE MECH "NTIN-0 , PREFINISHED METAL PARAPET CAP BOND BEAM 8" ROCK FACE CMU o CONCRETE SLAB, o� SEE CIVIL 1/2" EXPANSION MATERIAL 777 CONCRETE SLAB CLASS 5 r . e TRASH ENCLOSURE 3/4" = 1'-0" 8" BOND BEAM REFERENCE 100'-0" VERIFY W/ CIVIL 99!-7" 8" CMU FOUNDATION, SEE w STRUCTURAL 0 K CONCRETE LL FOOTING, SEE STRUCTURAL Ir D O J U Z Lu _ F- w w w _ rn 2 U. PLAN NORTH t-3 0 p0° C B I A TE WOOD :MU LATCH DOORFRAME TO BE MIN. 4" ABOVE PAVING - MAX. 9" ABOVE — T.O_Footing_ a" I / / Ikill CL TRASH ELEVATION GATE ELEVATION DETAIL 1/4" = 1'-0" 1 1/2" = 1'-0" PRIMARY A B WORK POINT 45'-11" 11.3GRID DIMENSION 60 q 1 1 1. ESTABLISH WORK POINTS 1.4 A•2 2. LOCATE PRIMARY GRIDS (BLACK) FROM WORKPOINTS \ 31 ,q 3. ESTABLISH FACE OF FOUNDATION USING GRIDS AND PRIMARY DIMENSIONS t \ ti 2b �'6• 4. LOCATE SECONDARY GRID LOCATIONS (GREY) o sb° 5. ESTABLISH COLUMN LOCATIONS FROM GRIDS AND FACE OF FOUNDATION. .9� ry apt 1 x 4 COMPOSITE WOOD TRIM BOLTED TO STL FRAME A3 DETAIL 1 1/2" = 1' 1-1/2 x 3/16 DIAGONAL STRAP BRACING HSS 2x1 -1/2x3/16 FRAME STEEL SLEEVE W/ GREASE FITTING. SLIP OVER PIPE 4 BOLLARD I 8" ROCK FACE CMU 4" 6" PIPE BOLLARD :,LOSURE GATE CONNECTION 31 O bQ \ r��?t - 36, > �/2• aR7ivgt 70, � RyO/MWHERENOTE: AT LOCATIONS Ftis7 >S/8° CMU FOUNDATION IS O BEUSED 70 pN IN LIEU OF 12" CMU, FACE OF p P a 0" FOUNDATION TO BE 4" BEYOND LINE. SEE STRUC. FOR 73 LOCATIONS. 0 Cbw Y �� I • 37/�t I iq �� O 30. 6�' 2'-01/4" 2 67'-01/8" �' ao10 \ Y n 12'-0" 8'-0" 12'-0" �8'-0" 12'-0" ' 2 T 30 6 -� - — — - — -O84i " - — - — - — - - — - - - — - M ------- — BB --- q3 — ---'/-—- — - — - —- 3A t a PRIMARY DIMENSION ° R7R 2S�t 3�•• B'2 p o /FNS7 B.3 2 / 9" Y 6 / / I / co 1 bt \� \ I ` b• � 49'-9" 25,_77"" / t / UKO, FACE OF FOUNDATION, TO GRID'C' TO GRID 'D' Iry \ I TYP. / j I 94 / _ — _ _ - — - — - — - — - — - - — - — - - — - - - - - — - - — T - — - — - — - —I $ � 30.09' I c'S'/0�7$61 5'70° L f o, /' MF�yS7 pN ! / Y N \per 1 ?0 I I / ryP �Oy 9" 33'-10" 28'-0" 45'-10' 9" I / Q� Q� e ^0 6 0� g / 5,5° `v b O� 11,4„ 44'- 4 1/2"8'-0" 12'-0" 8'-0" 47'-4"10 � O, tn2N7 iv 1 y i 35'4" 8'-0" 12'-0" 8'-0"47'-4" SECONDARY .00° WORK POINT 11'-4" 110'-8" 01 IMARY DIMENSI N PRIMARY DIMENSION GRID AND FOUNDATION KEY PLAN 3/32" = 1'-0" PLAN NORTH N 30.00° U Zo —r0 E Y" W �L c Zoo N N Ua`3 Wp�O rnuir, f..� C6'N T� acD J� c ccp co Q C E O o E m m 43 IE c'S � N y w ° E 9 Em m m $�'c0 m n't w :F 12 m �awt v W ,n '2 E 0 m 3 n¢ m Z z TC ��QO< a y 0 W W ¢ � R' m�dg WFh O�JfA =cr Wa w qw co 0 �i U N O Q - 8 ci2m Nw 0- dmw cNZ o8.E m '05 u 5455 0 ciem va w 8 N d L5 c .o � �w —nn wNN �p 41 IN Ln O) N8(pN N� O J ON Q0KN -pZ f Q U z a N m N 15,m of EC rn>ow c�awm E 8 c o m a a N � m o <m Ivo U) � � K w o m c O`y N'O mm� U y Z J N O ae �E ti `m3rn �d- � amm 0'm O y m m 0 r E c)wvco c)aw m U«_ J� N [yt L = w a� C � N dd� L'O �I,Z W wU N LL� Z = N C Oz,w a m a C/) o cn 0 0 C Y co N � U LT T -2 -- ?11--3113/4" 4'-11114" HIGH FOUNTAIN LOWFOUNTAIN LL LL C 24" X 36" MIRROR PROVIDE A PROTECTIVE COATING OR COVER FOR PIPING PROVIDE FRP OR EQU IV. - COLOR AS 39"-41" If z 36" MIN. SELECTED BY TENANT � 54" MIN. z co 11-01, 4" MI r 1' U.-42" MIN cr zo M M NMl ° 11" GRAB BAI 6„ W/ BLOCKII MAX MIN DRINKING FOUNTAIN DETAIL - m GRAB BARS v W/ BLOCKING U CL O W P N 0 M M 6"-18" 6" BASE W/ 1'-0" 2'-4" COVE ol 5'- 0" MIN. CLR. 6'- 6" MIN. CLR. lot WATER CLOSET & LAVATORY FRONT DETAIL WATER CLOSET SIDE DETAIL B ro A LAVATORY & 24"x 36" 3 3 " �soo MIRROR SEE DIMENSIONAL �V A.3'. A REQUIREMENTS ABOVE 5 1 i \ i \ -4" 3 3 � 1 36" 1-1/2" DIA. 30"x 42" CLEAR SPACE b° ROOF s BB GRAB BAR (SHOWN DASHED) N � i rp 3 3 3 3 WATER CLOSET SEE %. ti CPQ y 7011 DIMENSIONAL y \ REQUIREMENTS ABOVE EXTENT OF 4'-0" WSCT (HEAVY DASHED) / \ 42" 1-1/2" DIA. GRAB BAR CT FLOOR ASSUME 3'-0"x T-0" I ASE 18" VERT. MOUNTED FLUSH WOOD DOOR / 1-1/2" DIA. GRAB BAR W/ H.M. FRAME FOR EACH TLT RM \ -- NOTE: PROVIDE 3 HINGES- EXHAUST FANS AT PRIVACY LOCKSET- rEACH RESTROOM CLOSER- / \ TYPICAL TOILET DETAILS �, HIGH FOUNTAIN LOWFOUNTAIN LL LL C 24" X 36" MIRROR PROVIDE A PROTECTIVE COATING OR COVER FOR PIPING PROVIDE FRP OR EQU IV. - COLOR AS 39"-41" If z 36" MIN. SELECTED BY TENANT � 54" MIN. z co 11-01, 4" MI r 1' U.-42" MIN cr zo M M NMl ° 11" GRAB BAI 6„ W/ BLOCKII MAX MIN DRINKING FOUNTAIN DETAIL - m GRAB BARS v W/ BLOCKING U CL O W P N 0 M M 6"-18" 6" BASE W/ 1'-0" 2'-4" COVE ol 5'- 0" MIN. CLR. 6'- 6" MIN. CLR. lot WATER CLOSET & LAVATORY FRONT DETAIL WATER CLOSET SIDE DETAIL B ro A 0 3 3 " �soo s„ �V A.3'. A 5 1 i \ i \ � 3 3 � ROOF P b° ROOF s BB 6 N � i rp 3 3 3 3 O s %. ti CPQ y 10� �� 0. A1,2�sa^ 4 CABLE SUPPORTS (3) 18X4 TUBE STEEL \ U4 1/4° = 1'-0° FRAMING, PAINTED; SEE STRUCTURAL B1 1.1 A.1 1.2 A.2 A \ B \MIRROR " v DIMENSIONS � ZRi 1.3 PRIMARY I 3'.9^ '0" \ TYP. GALVANIZED TIE 1.4 BUILDING v CAST IN00" ` \ WORKPOINT / 4'"g„ PLACE \ A200 ROD COORDINATE W/ 30• STRUCTURAL CONCRETE � v STAIRS`, C2 \ p \ A.3 A3 LARGE TRELLIS CANOPY DETAIL AT TOWER 3 SHIP'S LADDER AND SF / SF- ROOF ACCESS IR. 0 \ \ \ — — l WATER 1 FIRE h SF -1 METAL RAIL' 4' 31 PHONE BOARD b 8 70, \ \ B \ C D NOTE: "KNOX" BOX TO BE HEATER I I Q / a \ SF -13 \ LOCATED PER FIRE DEPT. A200 SF -2 45' - 11" \ OOA 4'8" \ \ 49--9-- 25' - 7" MECHI I Bz p / OO9>l9. \ Azoo 140 I &D`' 70ro„ RyFRTOF A2 \ REFERENCE ELEVATION I I co / SF -t Ops T A3 \ 60,4„ 100'-0" = 955.80' I ELECTRICAL � — J � 3� EQUIPMENT �°j 8'-0" 12'-0" 8'-0" \ 12'-0" 8'-0" 12'-0" 6'-11 7/8" 7'-7 1/4" FIRE DEPT. Cl �„ CONNECTION 5 SF -2 A302 p1 ,> 3'-8" 4'-8" 3'-8" \ 3' - " 4' - 8" 3' - 8 8" 4'-8" 3'-8" \ I LINE OF'BT WALL 712„ t0A F-11 I Cl B1 1'-0" Al ABOVE STOREFRONT 140 yp o p ( A302 3 \ 00 A300 A300 (SHOWN DASHED) IT ^o^ • , 6 BB 3 30, 8^ / \ \ D3 A4 A200 SF -14 \ A1o0 I C4 / 9 3 SF -2 / \ \ A150 ABOVE 0) \ \ SF 1 \ SF 2 MECHANICAL ROOM DETAIL3 — / nzoo 3 \ \ z \ \ \ SUITE / q \ ¢ 2-5 3-2 2-5 SF -9 A150 B4 6.1 100 r \ 0 4 0 110,67 ABOVE 6.2 7 20 LINE OF'BT WALL 20'- 0" \ \ I 119. 6.3 N ABOVE STOREFRONT 0 / \ �SF 1 ' 4Y4" ? S Q" 0 4 / (SHOWN DASHED)\ N \ SF -1 60„ >^ rn C? F-7 / 110 \ — --D3.1 io \ A200 \ 904 SF -1" 4;8\ a \ 1 3 b / SF- \ COLUMN ALIGNED W/ GRID A.3 & r.CENTERED ON / 10 GRID 4 49' - 9" RAP COLUMNS W/ \ 25 - 7" 1-5/8" STEEL 2 - I�tING \ /• / 76 , 3 &GYP. BD., TYP. \ \ R. 6. 3 / 3'-2" 7 9'-9" 5'-41/4" \ \ $\ / \ VERIFY — 4 Fs OMEN \ Q \ / P \ 3 \ \ O / /\ ro B.1 a pF 1 \ \ I I zo N 1 HI -LO x 130 p D1 d. \ 3 I DF U \ \ / SF -1 A200 \ RETAIL op N 120ro NOTE: FINAL LAYOUT OF INTERIOR 10,446 TOTAL BUILDING _ - — - — - WALLS & FIXTURES TO BE Q b' \ GROSS SF m DETERMINED BY TENANT. 3 N �p sF-1 \its= I \ \ _ \ 348 TOTAL OCCUPANTS B1 °' N n130C 13oc U 0 \ \ SF - 130 / P / ABOVE / \ A302 130 V /" p c n' co FACE OF \ \ SHIPS LADDER Cb \ C4 a FOUNDATION qg � 3 11-01, I. STOREFRONT A500 / ALOWBE100 b= 12'-1" \ ` \ 140 v MOP 33 I 130 SF - 4 5� A200 / SINK 7 �` / \ ?.00" 33'-10" 0 SERVICE FILES/ z s 00 3 S 12 " m PANEL RECORDS — s" 120 — p 4'-0" DOOR ¢ — — — — —R.L. — — — — m�J R L -- J 5 / 6 n \ SF -12 ------- F-4 N0 SF MIR, , N \ i \MIR. g SF -1 SF -1 — MIR_ SF 1 SF 4 SF -1 SF -1 SF -1 9" �\(jJJ / /I SF -3 9„ SF 1 — \ ' B.1 �J 3 T-8" 4'-8" X-8" 6'-0" 4'-8" 5'-4" 4'-8" 5'-4 4'-8" 6'-0" 4'-8" -0" 3 — LINE OF'B3' WALL SECONDARY BUILDING \ .1 10 10 D1ABOVE STOREFRONT WORKPOINT '4!,41.46'-0" ¢7-8" 6'-0' 4'-8" 4'-8" 4'-8" 4'-8" 8'-0" 11 12'-0" 8'-0" 47'-4" v" A100 (SHOWN DASHED) O /N 46-11 49,_9„ 25,_7„ J. \ �PROVIDE SIGN AT OVERFLOW DRAIN 3 Cl PROVIDE SIGN AT 1 ENLARGED PLAN OF 120 DEGREE CORNER 1/4 1 0 OVERFLOW DRAIN Azoo FLOOR PLAN nAl 1/8" = 1'-0" 7'-1 5/8" Z_ o N O C N'T U W "7NU c/ c LL m i DZ 6, ro ro Uc oho Woyvir � N I- CL acri roti �c� C N �m2o M Q IN of v 0 d T£ h Ca� N N E A mE— « d C C .t.d o::Q: m Tn Fig0 W m z u3na z z o v GG naN�O w � K m M m 0 ib U N 0 a 0 a N p m UNN nN U c�z p«m UNd coma LOM J N m - 2=>;J Cpm UUv0 ULaw E 8 m wW n r c In m N s d �N aI` .O J V0 mm w N � C b z c c vm'z_0 O X.mM M o, N>°vw c°�aw`0 0 `o_ y ii � m Uym m 0Md Q 122 m co H=:z yNC L) Qm mmm JrnE mm dm 0m. m m O o m m o L r u LLow on III N (7 J J (n L_ C 0 CN m a0 In =dI m . m ,n L �cz wu` � Z,m = N c ozIw 3 m U U) 0 N c s � U d O O U ro 0000 0 �soo N ' 0 � 4 ¢ 0 0J N � D C B 4 A200 C2 0 01 3 ° A302 A200 000 �OB2 A3 A200 O 3 A4 A200 0 B1 RECESSED CAN A300 Al LIGHTS, TYP. Cl A300 A300 0 Fill A200 B4 SUITE _ ' o ° 100 i 0 20 NOTE: CEILING LAYOUT(S) TO BE DETERMINED AT — — 2 ° TENANT IMPROVEMENT � I SUITE SUITE xa cr 110 SUITE I 2' - ^ A F.F ° 120 � 1 9 9" 5'-4114" 3'-2" Lo j g _ -. ERIFY -�--- 3 - -'-- o 4'-0" STRIP i -- LIGHT, TYP. ' I 2x4 LAY -IN FIXTURE, TYP. GYP BD BULKHEAD 9'-0" A.F.F. I i 2x4 ACT YP BD I I B1 8'-0"A.F.F. - 0'- " F.F1 ! ( I - — - A302 I 2x4 ACT C4 10' - 0" A.F.F. MECH I ( Azoo O � 140 a a ° ° 0 EQ EQ ol Al A301 Al MAIN LEVEL 1/8" = 11-011 p1b, rev W U) co L& O o 2 ;r a z tiNmo.> ZU) pN� YUOV O=r cN N c7Ma auNi 2 «w m n �N�o Vic- 0=E UUQ U) Uaw 0 o Lom z e 02 m d Qe CN� CQ�m` Ooh OOV KL"QN �O C VO m N o m E ::J � O a y m C ?3 m^ m O w wm o t E U WQU) U M E m s V) N m ' o 0 m Q � U W� O m T a � lj a C � Y _ w O Q }�N �w m D. z ¢ m Ua1Z� �y_m N K mM rn c o m'B, N>°vw UaW m 0 o Lom z e 02 m d Qe CN� CQ�m` Ooh OOV KL"QN �O C VO m N o m E ::J � O a y m C ?3 m^ m O w wm o t E U WQU) U M a m a V) 00 o ' o 0 N � O T a � lj a C � Y PREFINISHED METAL CAP FLASHING 4X4 METAL COLUMN W/ CAP AT 8'-0" O.C. (SEE STRUCT.) CORRUGATED METAL PANEL 3-5/8" GALVANIZED METAL FRAMING NEOPRENE BOOT 1 AT COLUMN LAP SEALANT SET BEARING CHANNEL IN DECK FLUTES ROOF SCREEN DETAIL 1" = 1'-0" B.1 B.2 B.3 I I 3,_11" STOR FRONT BELOW S OWN DASHED BUILDING ROOF I I A -- -- T.O. PARAPET 117'-6" c DET 1v1 B D PREFINISHED METAL CANOPY - )O \ \ U o \ 10 s7yTir�F'�ti 3 iq, NG �? STORE NT BELOW SHOWN DASHED —Y \ .� 3 150.00- , ,\ BUILDING ROOF \ 02.1 A200 ,ANOPY DETAIL AT TYP. 150 DEGREE CORNER A 2'1 TO OUTSIDE FACE B.1 6.2 6.3 OF SHEATHING 12'-3 1/8' PREFINISHED METAL CANOPY M 3 I (V I STOREFRONT BELOW SHOWN DASHED BUILDING OF y I CANOPY DETAIL AT TYP. 90 DEGREE CORNER A.2 1/4" = 1'-0" 1/4" = 1'-0" A 1.2 Azoo C2 \ \ / 1�'1 \ \ \ � 1ig. D1 /\ A302 \ \ \ C STEEL COLUMNS \ \ / / \ 00 AND BEAM \ i A150 \ \ A200 U LL U B2 Z \ O C3 r SLOPE STRUCTURE 1/4" PER FT. \ \ \ Ow / D 3 Hp i \ \ ®r AA PREFINISHED BB1,\ \ b I OVERHANG METAL Al / \ \ �•/ JOIST BEARING \ p v \ I \ ELEVATION = 15'-8" C1 A300 \ _ \ 0 1\� l [ - �— - - - - - - - - -L - - - - - A600 — 3 \ g\ G TOP OF OVERFLOW \ \ OO��tJ \ / ST CTURAL RID I DRAIN 2" ABOVE B4 g ROOF DRAIN, TYP. \ \ \ LA F / / LOPE 1/4" I I \ \ Sim SLOPE STRUCTURE 4 4 31 PER FT. D3 / I I JOIST BEARING1/4" I PER FT. - -\ A150 A150 O.D. ELEVATION = 15'-8" \ \ I \ \ \ \ R\/ STRUCTURAL �. / I III II SLOPE 1/4" PER \ \ \ \ FT. ,ANOPY DETAIL AT TYP. 120 DEGREE CORNER \ 1S`0 " R.D. STRUCTURAL \ / WALK PAD STRUCTURAL \ I III ICE LOCATIONS \ SLOPE T. \ I I I I Q SLOPE 1/4" PER � \ \ PER FT. \ / \ / / T.4 O.D. \ / 111111 N VERIFY LOCATION OF RTU'S, \ \ JOIST BEARIN LOCATIONS BELOW ELEVATION, 10 3/4 SLOPE STRUCTURE I I COORDINATE W/ JOIST ❑ // / \ / \ D1 \ / I 1/4" PER FT. II III I Qo b Qp / / \ " I b / / TOP OF OVERFLOW A200 / I I I I I / // / DRAIN 2" ABOVE / ROOF DRAIN, TYP. ® XTEND OVERFLOW TO XTERIOR TONGUE, TYP. \ / EXTEND OVERFLOW B1 25'-0" / // / \ IIS TO EXTERIOR \ I II I TONGUE, TYP. 302 OVERFLOW TO •� \ \\ BELOW II II ❑ 72"x36" ROOF ACCESS I / // / SLOPE DAYLIGHT AT EXTERIOR, STRUCTURE 1/4" 16'-3 1/ I I I I TYP. HATCH, VERIFY / // / PER FT. / \ IIII LOCATION W/ JOISTS BELOW — — — — — — //// — — - — 5 MM D2 Sim I � x / � A150 1 PROVIDE 1 RECESSED JOIST BEARING OVERFLOW6.1 CAN LIGHT FIXTURES ELEVATION = 15'-8" DRAIN PIPE DOWN AT UNDERSIDE OF INSIDE OF WALL, Al EACH CANOPY DISCHARGE TO EXTERIOR 12" A301 ABOVE GRADE ROOF PLAN 1/8" = 1'-0" o E � °a c £ v o Y o ,�n�omt v ujpa� d p N d O - 00Jfn 5� V z o ISE �4 W2 to u �J) D Z 0:6 c W° 00 0)v))O- I..� C 'O N =) am C� s N I..Lm�o m Q X (m z z O F- M m 0 M 8. 0 0 Lid� m 7� df7N yn 20— I ' Z N U v y m n J05 md— J > C p @ 5Uom law 8 Ln sa o � o aNi w w m c fn @ N @ U 0t w 0 o t E c N> V w U d w o U O c O y U T' 2 n c m @ o cNm ca` om� ONNN �w0 H= � z N 0 ap'awi� u'E K m3 w - m tui= O m m cra o t E Uwv n c)aw N M J J O E2 mg ro h m > M L d � Jaz WULL- Oznw m U U 0 0 a a C U � � N O U C co0- 4- 0 - 4— O O I m o O o 9 0 0 0 0 N CO J J N Tl c c 2 N Q Q d U N N .- N (•l C co0- 4- 0 - 4— O O I D A200 C2 A200 A200 � A600 B 0 C3 A200 kL— 11 C1 PRESSURE -TRE ---- WOOD BLOCKIN WINDOW STOOI STOREFRONT ASSEMBLY 1/2" SHIM SPACI 1/2" BACKER ROD & SEALANT WRAP OPENINC PER B1/A301 CONTINUOUS A / MOISTURE BARRIER, SHOWN DASHEI 3/4" RIGID INSULATION - CONTIN000S TAPE SEAMS D3.2 Plan Detail— Stucco to Storefront System 1 1/2 = V-0" CONTINUOUS AIR / MOISTURE BARRIER, SHOWN DASHED BACKER ROD & SEALANT RETURN STONE AT EDGE OF WALL LATH & SCRATCH COAT D2 2 Plan Detail - Stone to Stucco Transition 1 1/2" = 1'-0" A4 A200 ®® A600 y 59 'a 1(A600 Plan Detail - Burnished CMU to Storefront J 1 1/2" = 1'-0" PRESSURE -TREATED WOOD BLOCKING EAST EXTERIOR ELEVATION r� WINDOW STOOL BELOW STOREFRONT ASSEMBLY 1/2" SHIM SPACE C D ANGLES TENANT SIGNAGE (BY / 1/2" BACKER PREFINISHED PREFINISHED ROD & SEALANT METAL CANOPY METAL CAP 14 ;1.3 PREFINISHED X12 i11`' PER B1/A301 UOUS ANGLES CONTINUOUSAIR PREFINISHED SF -1 BUILDING METAL CAP _ MANUFACTURED PREFINISHED ANGLES SHOWN DASHEDPREFINISHED STONE VENEER F-1 PREFINISHED STUCCO 3/4" RIGID PREFINISHEQ METAL FASCIA METAL CAP FINISH STUCCO REVEALS, METAL CAP PREFINISHED PREFINISHED METAL TRELLIS TAPE SEAMS T.O. PARAPET METAL CAP STUCCO REVEALS — TO. PARAPET TYP. METAL PANEL TYP MANUFACTURED D2.2 SUN BAFFLE BY B� z + � STUCCO REVEALS, PREFINISHED x METAL PANEL x METAL CANOPY i sy tem h -ice ` __..._ PREFINISHED -- NORTH ELEVATIONIPA -METAL PREFINISHED - METAL CANOPY DECORATIVE VENEER _. I` SF WALL PACK TYP. 7 A � .. .: 3 WALL SCONCE, MANUFACTURED SUN' SF 1 S " C1 SF -1 S I 6 BAFFLE BY S -8 Al3SF-1 1 S -6 STOREFRONT P REFINISHED STRUCTURAL PROVIDER MAIN LEVE PAINTED METAL SF 1 SF- 0 DECORATIVE WALL BURNISHED CMU-- ARCHITECTURAL ' TRELLIS PRECAST SILL FIRE DEPT x` STUCCO FINISH PRESSURE -TREATED WOOD BLOCKING EAST EXTERIOR ELEVATION r� WINDOW STOOL BELOW STOREFRONT ASSEMBLY 1/2" SHIM SPACE BUILDING D ANGLES TENANT SIGNAGE (BY / 1/2" BACKER PREFINISHED PREFINISHED ROD & SEALANT METAL CANOPY METAL CAP WRAP OPENING PREFINISHED BUILDING PER B1/A301 UOUS ANGLES CONTINUOUSAIR PREFINISHED SF -1 / MOISTURE METAL CAP _ BARRIER, PREFINISHED BUILDING SHOWN DASHEDPREFINISHED METAL CAP F-1 METAL PANEL ANGLES 3/4" RIGID STUCCO FINISH PREFINISHED METAL FASCIA INSULATION - PREFINISHED STUCCO REVEALS, CONTINUOUS METAL CANOPY PREFINISHED METAL TRELLIS TAPE SEAMS T.O. PARAPET WALL SCONCE, — TO. PARAPET TYP. S TYP MANUFACTURED D2.2 SUN BAFFLE BY B� STOREFRONT STUCCO REVEALS, METAL PANEL PROVIDER METAL PANEL -- BURNISHED CMU i sy tem h -ice ` __..._ PREFINISHED -- NORTH ELEVATIONIPA Plan Detail - Stucco to Metal Panel Transition 1 1/2" = 1'-0" PUBLIC WAY PERCENTAGE OF GLAZING < 12' ABOVE GRADE HIGHWAY 5 (SOUTHEAST) ELEVATION = 50% CORNER (SOUTH) ELEVATION = 54% GREAT PLAINS BLVD. (WEST) ELEVATION = 50% 1/8" = 1'-0" C Al PNTS C1,300 A300TENNAGE BY OTHERS — siGnia�� sig — METAL PANEL T.O. BUILDING ANGLES TENANT SIGNAGE (BY 6 OTHERS)BEYONDLO PREFINISHED PREFINISHED METAL CAP METAL CANOPY METAL CAP ID PREFINISHED TION - METAL PANEL UOUS STONE VENEER :AMS PREFINISHED SF -1 METAL CANOPY Plan Detail - Stucco to Metal Panel Transition 1 1/2" = 1'-0" PUBLIC WAY PERCENTAGE OF GLAZING < 12' ABOVE GRADE HIGHWAY 5 (SOUTHEAST) ELEVATION = 50% CORNER (SOUTH) ELEVATION = 54% GREAT PLAINS BLVD. (WEST) ELEVATION = 50% 1/8" = 1'-0" C Al PNTS C1,300 A300TENNAGE BY OTHERS — siGnia�� sig — METAL PANEL T.O. PARAPET 117'- 6" TENANT SIGNAGE (BY 6 OTHERS)BEYONDLO WALL SCONCE, TYP. PREFINISHED ANGLES METAL CANOPY METAL CAP — MANUFACTURED SUN PREFINISHED o BAFFLE BY STOREFRONT PROVIDER v STONE VENEER METAL CAP RETURN BEYOND SF -1 _ MAIN LEVEL 1001-01, WALL LIGHT SCONCE B B 3 rB�2) IB PREFINISHED 1 PREFINISHED METAL CAP METAL CAP METAL PANEL PREFINISHED METALCANOPY [SF - WALL SCONCE, TYP. MANUFACTURED STONE VENEER MANUFACTURED SUN BAFFLES BY STOREFRONT MANUFACTURER — �� NORTHEAST ELEVATION 1/8" = 1'-0" ARCHITECTURAL ' \ BURNISHED CMU PRECAST SILL \ PREFINISHED STUCCO FINISH WALL SCONCE, TYP. METAL RAIL' NORTHWEST ELEVATION 1/8" = 1'-0" P A 1 METAL CAP METAL CAP, TYP. WALL SCONCE, TYP. PREFINISHED ANGLES 3 METAL CAP STUCCO PREFINISHED PREFINISHED METAL FASCIA REVEALS METAL CAP, TYP. METAL CANOPY STUCCO REVEALS METAL CAP METAL CAP SF -1 PREFINISHED SF -5 PREFINISHED T.O. PARAPET PREFINISHED BUILDING PREFINISHED METAL CAP F-1 OTHERS ANGLES 117'-6" STUCCO FINISH PREFINISHED METAL FASCIA STUCCO REVEALS p STUCCO REVEALS, METAL CAP STUCCO REVEALS PREFINISHED PREFINISHED METAL TRELLIS (r� T.O. PARAPET T.O. PARAPET — TO. PARAPET - - 117'-6" TYP — 11T -6— D2.2 VENEER B� STUCCO REVEALS, METAL PANEL METAL PANEL METAL PANEL -- r{ ; •k h -ice ` __..._ PREFINISHED -- MANUFACTURED STONE -METAL PREFINISHED - METAL CANOPY TYP. GALVANIZED TIE VENEER _. METAL CANOPY SF TYP. GALVANIZED TIE( ROD COORDINATE W/ 7 A � .. .: 3 WALL SCONCE, D3. SF 1 S " C1 SF -1 S I 6 r MANUFACTURED SUN METAL CANOPY P REFINISHED STRUCTURAL BAFFLE BEYOND 4 MAIN LEVE PAINTED METAL SF 1 SF- 0 DECORATIVE WALL ' TRELLIS - FIRE DEPT x` MANUFACTURED SUN PACK, TYP. CONNECTION BAFFLE BY STOREFRONT D3. PRECAST SILL IT, STUCCO FINISH MAIN LEVEL, _, MAIN LEVEL MANUFACTURED 00' - 0" 100'-0" 100'-0" /10 F-12 BURNISHED CMU 3 SF -1 SF -1 SF 1 SF 1 7STUCCO ARCHITECTURAL PAINTED METAL SUN BAFFLE BY PRECAST SILL BREAKMETAL FINISH TRELLIS SOUTH - NORTHEAST ELEVATION SF 3 SF -1 ARCHITECTURAL ' \ BURNISHED CMU PRECAST SILL \ PREFINISHED STUCCO FINISH WALL SCONCE, TYP. METAL RAIL' NORTHWEST ELEVATION 1/8" = 1'-0" P PREFINISHED BUILDING METAL CAP METAL CAP, TYP. WALL SCONCE, TYP. PREFINISHED ANGLES "A2,;A,1 METAL CAP STUCCO PREFINISHED PREFINISHED METAL FASCIA REVEALS METAL CAP, TYP. METAL CANOPY STUCCO REVEALS METAL CAP A301 SF -1 PREFINISHED SF -5 T.O. PARAPET PREFINISHED F- I � PREFINISHED METAL CAP VENEER F-1 OTHERS 117'-6" STUCCO FINISH PREFINISHED METAL FASCIA METAL SOFFIT p STUCCO REVEALS, METAL CAP STUCCO REVEALS PREFINISHED PREFINISHED METAL TRELLIS (r� STUCCO FINISH T.O. PARAPET TO. PARAPET METAL CANOPY TYP 11T_g„ VENEER B� STUCCO REVEALS, METAL PANEL METAL PANEL STUCCO REVEALS -- — - OUVJ(� -- ARCHITECTURAL ' \ BURNISHED CMU PRECAST SILL \ PREFINISHED STUCCO FINISH WALL SCONCE, TYP. METAL RAIL' NORTHWEST ELEVATION 1/8" = 1'-0" PREFINISHED BUILDING METAL CAP METAL CAP A.3 PREFINISHED ANGLES "A2,;A,1 PREFINISHED METAL FASCIA PREFINISHED METAL -CAP STUCCO REVEALS METAL CAP A301 SF -1 PREFINISHED SF -5 PREFINISHED MANUFACTURED STONE PREFINISHED F- I � PREFINISHED METAL CAP VENEER F-1 OTHERS DECORATIVE WALL PACK, TYP. STUCCO FINISH PREFINISHED METAL FASCIA METAL SOFFIT p STUCCO REVEALS, METAL CAP STUCCO REVEALS PREFINISHED PREFINISHED METAL TRELLIS (r� BURNISHED CMU MANUFACTURED ARCHITECTURALL STONE VENEER EiiiiiPRECAST SILL MANUFACTURED SUN BAFFLE BY STOREFRONT PROVIDER ARCHITECTURAL ' \ BURNISHED CMU PRECAST SILL \ PREFINISHED STUCCO FINISH WALL SCONCE, TYP. METAL RAIL' NORTHWEST ELEVATION 1/8" = 1'-0" PREFINISHED BUILDING METAL CAP METAL CAP A.3 PREFINISHED ANGLES "A2,;A,1 PREFINISHED METAL FASCIA PREFINISHED METAL -CAP STUCCO REVEALS METAL CAP A301 D1 PREFINISHED TENANT SIGNAGE BY PREFINISHED MANUFACTURED STONE PREFINISHED TENANT SIGNAGE BY PREFINISHED METAL CAP VENEER A302 OTHERS DECORATIVE WALL PACK, TYP. STUCCO FINISH PREFINISHED METAL FASCIA METAL SOFFIT p STUCCO REVEALS, METAL CAP STUCCO REVEALS PREFINISHED PREFINISHED METAL TRELLIS (r� MANUFACTURE STONE T.O. PARAPET TO. PARAPET METAL CANOPY TYP 11T_g„ VENEER B� STUCCO REVEALS, METAL PANEL METAL PANEL - -- — - OUVJ(� -- T.O. PARAPET -METAL PREFINISHED - TYP. GALVANIZED TIE PREFINISHED _. METAL CANOPY SF TYP. GALVANIZED TIE( ROD COORDINATE W/ 7 A � .. .: 3 WALL SCONCE, 1 SF 1 S 3 C1 SF -1 S I 6 A302 METAL CANOPY P REFINISHED STRUCTURAL MAIN LEVE PAINTED METAL MAIN LEVEL L DECORATIVE WALL TRELLIS 1001- 0' BURNISHED CMU MANUFACTURED SUN ARCHITECTURAL ' \ BURNISHED CMU PRECAST SILL \ PREFINISHED STUCCO FINISH WALL SCONCE, TYP. METAL RAIL' NORTHWEST ELEVATION 1/8" = 1'-0" 9 ARCHITECTURAL PRECAST SILL MAIN LEVEL h 100'-0" � BURNISHED CMU �1 3 (1.41 PREFINISHED TENANT SIGNAGE METAL CAP BY OTHERS - METAL PANEL STUCCO REVEALS PREFINISHED METAL CANOPY s u MANUFACTURED SUN BAFFLE BY STOREFRONT PROVIDER SF STONE VENEER RETURN BEYOND WEST EXT 1/8" = 1'-0" 3 \/2`�. �3 c i STUCCO j REVEALS, TYP. STUCCO FINISH "' 1/8" = 1'-0" NOTE: EXTERIOR WALL SCONCES TO BE DOWN LIGHT ONLY BUILDING ANGLES I NORTH - NORTHEAST ELEVATION PREFINISHED METAL CAP T.O. PARAPET_ 117'-6 " METAL PANEL PREFINISHED 3 METAL CANOPY ARCHITECTURAL PRECAST SILL BURNISHED CMU MAI_NLEVE 100' - 0" PREFINISHED PREFINISHED BUILDING METAL CAP METAL CAP D PREFINISHED ANGLES ANGLES PREFINISHED METAL FASCIA PREFINISHED METAL -CAP STUCCO REVEALS METAL CAP A301 PREFINISHED TENANT SIGNAGE BY PREFINISHED METAL CAPOTHERS PREFINISHED METAL PANEL METAL CAP DECORATIVE WALL PACK, TYP. WALL ANGLES PREFINISHED METAL METAL FASCIA METAL SOFFIT p STUCCO REVEALS, PREFINISHED PREFINISHED STUCCO FINISH (r� MANUFACTURE STONE T.O. PARAPET METAL CANOPY METAL CANOPY TYP VENEER B� STUCCO REVEALS, 117 6" METAL PANEL - -- — - TYP. -- T.O. PARAPET -METAL — TYP. GALVANIZED TIE PREFINISHED SF TYP. GALVANIZED TIE( ROD COORDINATE W/ 7 A � .. .: 3 WALL SCONCE, =- ~ M 3� L V © �. METAL PANEL " ROD COORDINATE W/ STRUCTURAL METAL CANOPY P REFINISHED STRUCTURAL MAIN LEVE PAINTED METAL DECORATIVE WALL TRELLIS 1001- 0' BURNISHED CMU MANUFACTURED SUN PACK, TYP. BAFFLE BY STOREFRONT ARCHITECTURAL PRECAST SILL PROVIDER STUCCO FINISH MANUFACTURED /10 F-12 SF -1 SF -1 3 SF -1 SF -1 SF 1 SF 1 8 PAINTED METAL SUN BAFFLE BY BREAKMETAL TRELLIS STOREFRONT SF 3 SF -1 S -1 PROVIDERL MAIN LEVE - ioo'=-o° MANUFACTURED SUN BURNISHED CMU WALL SCONCE, SPANDREL PANEL MANUFACTURED MANUFACTURED BAFFLE BY 3 SF -4 SUN BAFFLE BY SUN BAFFLE BY VBURNISHED SPANDREL STONE VENEER STOREFRONT TYP. REV. STOREFRONT STOREFRONT PANEL PROVIDER PRECAST SILL PROVIDER MANUFACTURED PROVIDER STONE VENEER CMU SOUTH ELEVATION HIGHWAY 5 MAIN LEVEL - _ ioo� _ o" STUCCO FINISH BURNISHED CMU MANUFACTURED STONE VENEER ARCHITECTURAL PRECAST SILL MANUFACTURED SUN BAFFLE BY STOREFRONT PROVIDER SOUTHWEST ELEVATION 9 ARCHITECTURAL PRECAST SILL MAIN LEVEL h 100'-0" � BURNISHED CMU �1 3 (1.41 PREFINISHED TENANT SIGNAGE METAL CAP BY OTHERS - METAL PANEL STUCCO REVEALS PREFINISHED METAL CANOPY s u MANUFACTURED SUN BAFFLE BY STOREFRONT PROVIDER SF STONE VENEER RETURN BEYOND WEST EXT 1/8" = 1'-0" 3 \/2`�. �3 c i STUCCO j REVEALS, TYP. STUCCO FINISH "' 1/8" = 1'-0" NOTE: EXTERIOR WALL SCONCES TO BE DOWN LIGHT ONLY BUILDING ANGLES I NORTH - NORTHEAST ELEVATION PREFINISHED METAL CAP T.O. PARAPET_ 117'-6 " METAL PANEL PREFINISHED 3 METAL CANOPY ARCHITECTURAL PRECAST SILL BURNISHED CMU MAI_NLEVE 100' - 0" PREFINISHED PREFINISHED METAL CAP METAL CAP BUILDING D ANGLES 'STUCCO FINISH MANUFACTURED PREFINISHED METAL -CAP STONE VENEER A301 PREFINISHED METAL PANEL TENANT SIGNAGE BY OTHERS BUILDING PREFINISHED METAL PANEL METAL CAP DECORATIVE WALL PACK, TYP. WALL ANGLES PREFINISHED METAL METAL FASCIA p STUCCO REVEALS, PREFINISHED PREFINISHED STUCCO FINISH (r� MANUFACTURE STONE NP' ' METAL CANOPY METAL CANOPY TYP VENEER B� STUCCO REVEALS, PREFINISHED SOFFIT -- — - TYP. -- T.O. PARAPET -METAL — SF SF TYP. GALVANIZED TIE( ROD COORDINATE W/ 7 A � .. .: 3 WALL SCONCE, =- ~ M 3� L V © �. METAL PANEL " -_ TYP. P REFINISHED STRUCTURAL MAIN LEVE PAINTED METAL TRELLIS 1001- 0' BURNISHED CMU MANUFACTURED SUN BAFFLE BY STOREFRONT ARCHITECTURAL PRECAST SILL PROVIDER STUCCO FINISH 21 T co_ E m Tr 5�'a N @ N �E-t o 2 v vim= $m02H U3 nQ 2 agNd5 m � c m G N U —OOJfn A Z o —� o E �O W'3 ci n/ U c LL (p i :)z 01 � N > N ` U� W 2gCc) Cb �.."� C 3 N 2 Qp y N (~0 ME N> C N IA�� m Q A N a o Q N (D r< J� dM N d'.)z mo> c Z JOS UNN c7'w.,a M, 2 8 0 JN3;.0 Biu.= 5>mJ o E Cl0 M Udw E 8 N o ww .� w fA N N 10 NON Un NO J00, N N W > ax H Nm - '.0m m - m N—Z HQ USG a(O � �°°Z=� � o� m 0 E N>ow OZE' E 8. 0 E2 o `y U � p-6 ro om -1e Urn OM2 z oz' 0m O ' N � m 0 I-Y+�Z NN � JmEN d O ium� oLE ULLav� craw r2 . m J J N �0 m a � C � N ddN t ryN ELZ WU�'6 Z=Nc Oz�w 1111 a 3 m U U 0 N O T � C U ui 3 O 0 U ui T A C D Al PREFINISHED METAL -CAP A301 PREFINISHED METAL PANEL TENANT SIGNAGE BY OTHERS BUILDING PREFINISHED PREFINISHED WALL SCONCE, METAL CAP METAL CAP DECORATIVE WALL PACK, TYP. WALL ANGLES PREFINISHED METAL METAL FASCIA p STUCCO REVEALS, PREFINISHED STUCCO FINISH SCONCE, CAP MANUFACTURE STONE NP' ' METAL CANOPY TYP VENEER B� STUCCO REVEALS, PREFINISHED SOFFIT -- — - TYP. -- T.O. PARAPET -METAL — TYP. GALVANIZED TIE( ROD COORDINATE W/ A � .. .: 3 .r �� UC 33� =- ~ M 3� L V © �. METAL PANEL " -_ P REFINISHED STRUCTURAL 1 METAL CANOPY PAINTED METAL TRELLIS I /10 F-12 SF -1 SF -1 3 SF -1 SF -1 SF 1 SF 1 8 PREFINISHED BREAKMETAL MAIN LEVE - ioo'=-o° MANUFACTURED SUN BURNISHED CMU MANUFACTURED SPANDREL PANEL MANUFACTURED MANUFACTURED BAFFLE BY 3 SF -4 SUN BAFFLE BY SUN BAFFLE BY VBURNISHED SPANDREL STONE VENEER STOREFRONT ARCHITECTURAL REV. STOREFRONT STOREFRONT PANEL PROVIDER PRECAST SILL PROVIDER MANUFACTURED PROVIDER STONE VENEER CMU SOUTH ELEVATION HIGHWAY 5 T co_ E m Tr 5�'a N @ N �E-t o 2 v vim= $m02H U3 nQ 2 agNd5 m � c m G N U —OOJfn A Z o —� o E �O W'3 ci n/ U c LL (p i :)z 01 � N > N ` U� W 2gCc) Cb �.."� C 3 N 2 Qp y N (~0 ME N> C N IA�� m Q A N a o Q N (D r< J� dM N d'.)z mo> c Z JOS UNN c7'w.,a M, 2 8 0 JN3;.0 Biu.= 5>mJ o E Cl0 M Udw E 8 N o ww .� w fA N N 10 NON Un NO J00, N N W > ax H Nm - '.0m m - m N—Z HQ USG a(O � �°°Z=� � o� m 0 E N>ow OZE' E 8. 0 E2 o `y U � p-6 ro om -1e Urn OM2 z oz' 0m O ' N � m 0 I-Y+�Z NN � JmEN d O ium� oLE ULLav� craw r2 . m J J N �0 m a � C � N ddN t ryN ELZ WU�'6 Z=Nc Oz�w 1111 a 3 m U U 0 N O T � C U ui 3 O 0 U ui T | \� { \0E $-{ r k(02, tqq{ ){\7! k;k\) § § -. !\ / \d\ 2 §\} /{0 k3§j \k] \� { \0E $-{ r k(02, tqq{ ){\7! k;k\) § § § m # & !R 0 ) k 90 )$ \ k k \ )} %f,\ k\ \ \ \� { \0E $-{ r k(02, tqq{ ){\7! k;k\) \ % .± 2 e � � m � .0 L- a) 7 W § \ § m % t ) \ k k \ \ \ \ % .± 2 e � � m � .0 L- a) 7 W D C B A 2 3 2 3 2 3 I I I I I I 4 I I I I Asoo I � I C3 B3 A500 A500 TO PARAPET-J.O. PA _RAPET _- _ _ - — T.O_PARAPE_T _ _ _ -__ - - - TO. PARAPET 117 mm 6 1 117 - g„ - - - ----� - - - 117'- 6,. �- -- -- - -- 117'- 6" -71 I SIGNAGE BY OTHERS +� SIGNAGE BY 3 I METAL PANOTHERS I STUCCO REVEAL n JOINTS, TYP. STONE VENEER 3 It - 1y If _ -— _ _ _ —_ — --- - — _ —_ ---_ _ _ter RECESSED CAN LIGHT - A500 CONNECT TO BATTERY BACK-UP EMERGENCY POWER STUCCO FINISH PREFINISHED iG iD SUNBAFFLES BY I a0 i� STOREFRONT MFR I I I I I I ALUMINUM STOREFRONT AS SCHEDULED I o (V ALUMINUM o ° STOREFRONT AS SCHEDULED 2 64 co I I I I I I - �A500 1 i i 1 N A500 � A500 MAIN LEVEL_ _ _ ----- _MAIN LEVEL - ------ - - 100 0 it MA • II III—III IIIIIIIII�III _ 2" PERIMETER III III _ _ —III IIIIII—IIII ISI I IIII RIGID INSULATIONS _ III III—III— I IIIIIIIIIII i I Iii III— — {_I III I_I' I I I_ —III I IIIIIIII I I�I I —III IIIIIIIIII I I�I I iI I I—I I I�I I I I ,III =1 111- CMU FOUNDATION W/ 4" IIII III—IIIIII—III I I IIIIIIIIIIIIIIII—III III_ STOOP LEDGE SEE i- ; STRUCT. III iIIIIII I III III III—III III I I I I I III i— _ I I_ I --- I .:. � I I S IIIIIII—III I I I I III III—III III III—III III— I I mo_ III 1 I I S MI I 1 it =1 1 1 1 1=1 1 1 1 I I 1 1 1 1< I I I j; 1 I I—I I III1 1 11 I I-11 11= 11 I II 1 11 1 11 1 111 I II 1 11 I I b I I— i= I i' I i- " T.O. Footin _, 1 its IT.O. Footin II �a l I —II — g— -'I I— III IIIIIII—III I I III I I II I—III III III III I I III _ T.O. Footing 96� a 96' - 0„ 96 - 0" : � •::: 11 111 I VIII 111 I I ... " '� —III ' [ pIIIIII—III— I iIIIIIIIIIIIII .1 C1 Section @ Typical Stucco Wall 81 Section Entry Storefront �,,,� Section @ Storefront & Stone 3/4" = 1'-0" 3/4" = 1'-0" l "1 / 3/4" = 1'-01, U Zo N O O N� U W U:), DZ Oa U4c� Woo a N 1 ) C. to j NQ ME > G N fyC'J20 co Q E n I o 0 N p m J� �t7N NYS Z0– cm� oma,` ` 'o R 0 a N Q y N uN W C7�a aIn m ui_ wtn3'o J 5?m C0 E oz UU v C) O `ry 2 N 121 N d 12 cm� oma,` ` 'o R 0 a N Q y N mc m e J O fx�Z dNC JmEd J N I O a0 o c° E ULLVw UaW d m 0 y 2 Em a, 0 d U 0 U m N CI U=% J J J N w w m � °CN mdN J z p NQN z y ° L 2 Q R N L �L r WULL- w ,n Z ¢ 02nw c0 a m 00 v m o 'D 0 M N � O T � a � U C Y W 3 L CL 0 o Q d m 0 y 2 Em a, 0 d U 0 U m D C B A D3 6 5 A500 EPDM MEMBRANE ROOFING OVER COVER BOARD ON METAL DECK AND LIGHT GAUGE FRAMING SIDE SOFFIT CONDITION - — — — — � SIMILAR TO FRONT 12" PREFINISHED METAL 11" O 1 3/8" EDGE GUARD ATTACH 4 _ TO HOOK STRIP n I CONTINUOUS METAL TERMINATION ANGLE PREFINISHED METAL FASCIA W/ DRIP - - - - - — - — - - — - - 0 ty (V 8,-0„ (V W PROVIDE PLYWOOD BLOCKING T.O.ARAPET 12" UP WALL ABOVE ROOF _ -- . -- SURFACE PROVIDE SPRAY FOAM PREFINISHED METAL INSULATION THERMAL BREAK AT SOFFIT STUD CAVITIES M O - SPANDREL GLAZING 0 v 3 I ---- - L - A RADIUSED METAL I 3 jL JL N OVERHEAD TRELLIS METAL JOIST 3 SEE STRUCTURAL STUD WALL W/ A500 BATT INSULATION, CONTINUE GYP BD TO ROOF DECK N I I I I ALUMINUM STOREFRONT I I O (V I I 2 I I I I Al Sim A500 I I_ MAIN LEVEL i100' - 0" _ _ 17f- —III—III III III—III—III—IIIIII—III III—III—III _ _ III—III I I— I I—III—IIIIII—III—III—III III III— - — _ � ISI I I—III—III—III—III—I I I I I—I I I EI I I 111 I I I—III—I I FE I—I 1 I -111—I 11—I I IIII III—III III—III—III—I 111—I I e?I I—III—III—III—III—III—III-1111—III—III— 111—I I I-111—III-111—III—III_ —I I I—I I1111-1 11-1 I—III—I 11 1 1 1 111—I 111 11 III -111—I 11-1 1—I i t—I 1 I— I—_I III—I I 11=1 I I 1 I I—I 11 1 I 1 1 I I 1 I I—I I I =1 I I—I I I— I I—I I —I I I—III—III-111-1 I I— �&.RIM. CH —I I I—I 11 I I I I I I—III—III—III-1 I —I 111 11-1 I-111 111—I I I-1 I I-1 I I—I 11=1 I I—ITAT I Wp p (Wi SURFCLy.w ' I-111-1 11=1 11 1 I I—I I I=_1A.. —I I I—I I IEEE I 1=1 I 1=1 I I=III-111—I 11 1 I I- -I I I—I I I I I I I I 1=1 I I—I I I—III-1 1 -1 I II I —1 11 1 I III 111=1 11 1 I 1=1 I I-1 11 1 e, _ __T.O. Footing 11 I—I 11—I� 1—� ::.: — 1I I—III-111 I I I—III I I I-1 I —I 1 1-1I 1 1 I I— ..: a I 1=1 I 1=1 I I I I I 1 I 1—I 11 I IEEI I I-1 I MI 11-111-1 1—I 1 I-111-111=1 11-1 11 �= ;`: a 111—I I I—I 11=1 11—I 11=1 I I -1 11=1 I I=I 11=I I I=I 11=I I I=1 I =I I I—III II I=1 1=_ - I I 1 I I—III=III=I 11=I 11=I III1 I I-1 I I-1 I I-1 I I-1 I I-1 I I1 I I-1 I I-1 I I-1 I I1 11-1 I I-1 I I1 I I1 1 11 I I-1 I I-1 I I-1 I I-1 I I- I Al section Raised Comer %Q Typical Window Flashing Installation Axonometric 3/4" = 1'-0" 1/411 = 1'-0„ U Zo —N0 E w 9 'to to n/ C 16) D z o -o ommmID o:o W m C o N _= a(0 N nI co 'S` (O LL c'i LAC d N c 0 m 'B r 2 € c a U 0 C ' Z ONO d 2Z, Z, '.. C N m 2 (7 a M a uNi o � 05 J >rn`: C 0LE OUou) On 1L. d N c 0 m 'B r 2 € c a U 0 d $ o m ww dW c -fA NN 10 N6� O afU C FQ�� U"CZE d 7..Nm �m�m 19 c -c FCC om Uaww ri>aw E 8 c O � O 2 d N � U N A v N N m Q N F =`-Z yN C darn gym_ ., C > 0 > c �o chi liow (iaw n J J (n d� �W M aJ z c y c N y z N Q O t mz � r �cZ m r WUIi� I ¢ 0 Z �W U U 0 m 0 M N IL 0 0 U d N c 0 m 'B r 2 € c a U 0 0 PREFINISHED METAL CAP MANUFACTURED STONE FINISH TENANT SIGNAGE BY OTHERS I I I 1 I I 1 Sim A3 A500 I _ _ __ T.Q.-PARAPET _ 117-6" PROVIDE PLYWOOD BACKING, 12" ABOVE ROOF SURFACE r<aryi:1u - METAL OUTRIGGER; SEE M STRUCT. FOR LOCATIONS AND DETAILS METAL BEAM; INFILL W/ BATT IN SEE STRUCTURE BETWEEN DECKIN 01 Profile - Solid Burnished CMU w/ Canted Sill 3" = 1'-0" 1.3 3D C3 i A302 HEADER; SEE STRUCT ACOUSTICAL BUILDING PAPER TENAN METAL TRELLIS (SHOWN DASHED) LAP (SHOWIN OVER FLASHING PREFINISHED METAL FLASHING - FINISH TO MATCH STOREFRONT SYSTEM (PROVIDE END DAMS) 'v BACKER ROD 8 GYP. BD. RETURN, TYP. AT I SEALANT HEAD AND JAMB TENANT DEMISING WALL Al ALUMINUM STOREFRONT 5" SEALANT WINDOW SYSTEM 8" METAL STUDS @ 24" O.C. TYP. DEFLECTION TRACK W/ 5 4X4 TUBE SIDES, INFILL CAVI - 4X4 Section Detail - Storefront Head 1 1/2" = 1'-0" 0 4„ 4'-4" i O° CLEAR FROM WALL TO METALRAIL I I 1-1/2" METAL RAIL C1 o A302 VERTICAL 1" POST, TYP.^ - - _ - AT WALL 1" DIA. METAL RAIL 1 1 �y oPROVIDE INBED SLEEVES FOR METAL POSTS AT 4'-0" O.C. CAST -IN-PLACE CONCRETE STOOP OVER VOID FORM SYSTEM ITF.0— SLOPE MAIN LEVEL , - 100,-0„ 77I • :. hll=—1 11 I Imo, a a . —III ••d " ';ai:,a-.:. I IIII—IIIIIII � ,� a IIIIIIII:•�.:.'-�_.:. ►IIII��IIII�IIIII�IIII� ':--°."." .. ENTRY AT STONE 3/4" = 1'-0" 111111111 III—III 10. O Footin 11 I I� - 964 fi, ILI I I I , -o, •(SHOWN, MEMBRANE FLASHING \ ; FA PROVIDE WATERPROOFING \� CANTEDMEMBRANE FLASHING MEMBRANE(SHOWN DASHED) CONTINUE TO T.0- FOOTING SEALANT ROCK FACE, BURNISHED CMU SILL S\7�l COMPRESSIBLEFILSEALANT►�� COLORED CMU TO MATCH ROCK FACE CMU DIRECTLY ABOVE ff �•�•.. R •7/.I� iiiISO iii 100 �/ ♦♦ ►� iii ��IN pa IS iaN iii l IS t. ii'r ►ill iii, i Section Manufactured Stone • 1 1/2" = 1'-0" GROUT SOLID B I A Section @ Roof Access 3/4" = 1'-0" 17'- 3 1 7' AIN LEVI {nn, - 41 31 21 RAW I� E J Z ¢O R w M 0 O M ami 0 IL E ri 0 2 N (p m JN ZO N C�Z nN 0 pLZ UN N «> H . J U J N O 5?rn « C 0 UUVU UD_w U d N o � x aN w M w � E� a^ C. n pN 9 Nrm O r @ =O O> JQ Od'v`Oi MN CO HmZ m f Q 2 .6 U at} Z M Uj - 0 mM m c 0 N c O w c°�`aw 0 C H O y t m 2 i? �6 d 0°'c�c c N c e « o Q N o m O N N O D f rZ C � Ua 2 01 lati d p A N O 0 m 0 L E Uwvw Uaw U a' J � �t �0 rN m m aM N d p � � N L ,cZ OZ�W a a m O U) 0 N O a a UC � � U � � J PREFINISHED METAL CAP ATTACH TO HOOK STRIP D C B 5 I LIGHT GAUGE METAL INFILL Detail @ High Angled Roof 1 1/2" = 1'-0" MECHANICAL ROOF TOP UNIT JOINT SEALANT SEAL STRIP GASKETED FASTNER AT 12" O.G. REMOVABLE METAL COUNTERFLASHING PREFABRICATED ROOF CURB MEMBRANE COUNTERFLASHING LAP SEALANT AT THE EDGE PREFINISHED BI METAL TO M, STORER TREATED V / BLOCKI/` TREATED WOOD BLOCKING METAL ANGLE FRAME ALONG PERIMETER OF OPENING SEE STRUCT. Curb Detail 1 1/2" = 1'-0" 6.2 I � 1 1/2" = 1'-0" Column BREAK METAL AS REQ. CONTINUOUS BACKER ROD & SEALANT METAL BEAM SEE STRUCTURAL SCHEDULED ALUMINUM STOREFRONT BACKER ROD & SEALANT Z PREFINISHED METAL FLASHING W/ DRIP o LARGE TRELL 15,.QANOPY 3 PROVIDE U CANOPY WALL SHERS ---- --- AT EACH STOREFRONT OF TOWER BACKER ROD & SEALANT METAL FLASHING W/ DRIP SCHEDULED STOREFRONT WINDOW INFILL VOID W/ SPRAY FOAM INSULATION PREFINISHED BREAK METAL TO MATCH STOREFRONT TUBE STEEL COLUMN, SEE STRUCTURAL D2 Detail Cun PREMANUFACTURED ROOF HATCH — INSULATED CURB CONTINUE EPDM MEMBRANE ROLL UP SIDE OF CURB MEMBRANE COUNTER FLASHING LAPPED AND SEALED IN PLACE TREATED WOOD BLOCKING — METAL ANGLE FRAMING' / // 5/8" GYP. BD ON LIGHT GAGE ANGLES ATTACHED TO BEAM ATTACH DEFLECTOR TRACK TO BOTTOM OF BEAM Detail @S 1 1/2" = 1' ROOF HATCH CURB DETAIL " = 1'-0" 1 1/2 17 PERIMETER BULKHEAD AT SPANDREL GLAZING SCHEDULED ALUMINUM STOREFRONT 1/4" SHIM SPACE W/ CONTINUOUS BACKER ROD & SEALANT STEEL TUBE, SEE STRUCTURAL 1/4" SHIM SPACE W/ CONTINUOUS BACKER ROD & SEALANT METAL VG ANGLE MEMBRANE ROOFING OVER TREATED PLYWOOD DECKING. WRAP ROOFING OVER FACE OF FASCIA AND SECURE UNTO UNDERSIDE OF CANOPY PREFINISHED (jJ��,MEETTTwALLL CAP A/ KEEPER TREATED WOOD BLOCKING PREFINISHED METAL FASCIA W/ DRIP PREFINISHED VENTED METAL SOFFIT LIGHT GAGE METAL INFILL 2 BUILDING PAPER (SHOWN DASHED) WRAP OVER MEMBRANE FLASHING — MEMBRANE FLASHING STUCCO TERMINATION BEAD BACKER ROD AND SEALANT a a ARCHITECTURAL PRECAST SILL LI�ID:3.7_LL o I FLASHING AND N WEEPS G GROUT FILLED CORE AND ANCHOR WALL IN PLACE AT 4'-0" OC.C. c+> PREFINISHED METAL FASCIA W/ KEEPER STRIP AND DRIP PREFINISHED METAL SOFFIT BACKER ROD & SEALANT STU/C�CCO FINISH Detail @ Metal Panel 1 1/2" = 1'-0" 2 3 PLYWOOD BLOCKING (METAL PANEL FINISH AB VE WRAP BUILDING PAPER (SHOWN DASHED) OVER TOP OF ROOF MEMBRANE CONTINUE MEMBRANE ROOFING UP WALL FACE - SLOPE 1/4" PER V-0" BACKER ROD & SEALANT ALUMINUM STOREFRONT W/ DEFLECTION HEAD 4'-2 3/4" STUD TO STUD CB2! Detail Mets 1 1/2" = 1'-0" CC1.121Detail @ Typical CMU Base STRUCTURAL SHEATHING CONT. METAL BEARING ANGLE T 1 �11I III M 111 2u 1 WOOD BLOCKING V-0 7/8" PREFINISHED METAL CAP FLASHING - STONE FINISH A 2 MEMBRANE COUNTERFLASHING WRAP OV F 4 fQAfV & DO FACE OF WALL 3 TREATED 3/4" WOOD SHEATHING i _T.O. PARAPET 117'-6" A3 AIR/ MOISTURE BARRIER (SHOWN DASHED) STONE FINISH MEMBRANE FLASHING W/ WEEPS WOOD BLOCKING LOOSE BRICK ANGLE PREFINISHED BREAK METAL W/ DRIP BACKER ROD & SEALANT ALUMINUM STOREFRONT V DEFLECTION HEAD Detail @ Storefront Head 1 1/2" = 1'-0" LAP SEALANT CONT. METAL BEARING ANGLE 5" 4" 1' 2 N C1.1 Profile - Architectural Precast Sill 1 1/2" = 1'-0" I ALUMINUM STOREFRONT AS SCHEDULED BACKER ROD & SEALANT PREFINISHED METAL (BOTH SIDES) FLASHING W/ DRIP SET IN A ALUMINUM STOREFRONT THERMAL BREAK BED OF SEALANT RIGID BRE DOOR THERMAL DOOR AS SCHEDULED _ 5 VAPOR BARRIER o VAPOR BARRIER ADA COMPLIANT METAL (SHOWN DASHED) (SHOWN DASHED) THRESHOLD SET IN A BED OF CONCRETE SIDEWALK SEALANT BY CIVIL -A MAIN- LEVEL gt-� MAIN LEVEL gf-� 1001-0" 100 - 011 \41F A Detail @ Door 1'-0" WATER PROOF MEMBRANE (SHOWN DASHED) I -ik/ 7x>(/\J�X�C.i 11 1 1 Al Detail @ Stbrefront @ Grade 1 1/2" = 1'- " 31 21 1 U zo —'- r E NOS SLIJ U r iQ C c � W 0),W =L0.(0j ID CN Lt. co M Q M 0 0 r E U 0 0 o N tp O) N d Nin 20—' C Z n Ci dN� UN 2,75 t x .Z N y m U' oni D_ a uNi m J y 0 0 J C 0 N 5?m 0 E G U V U U o w 8, M U m w � N ON UrC 0 m > U [L N t0 o N o OI 0 — Z AMM Co f0` y> o w U a w co E C 0 CN o 0 U 2 a 0 N 0 C U Q CNo CM 0 >- � 05umi om@) Q NN N O ��z ym RNC Qa �� JmE K � CMT m°'= O mm 0A E VW cm UD_W in m J JN e= 0g 0 a� c c o mdm N Q L . z M m X= wUW- ix OZrw �IYIYIIII�IIIVWIII��I�11 v m U U 0 N 0 C U ED � D U ui cvee D 2 MEMBRANE FLASHING TREATED WOOD BLOCKING N M W/ LAP EDGE SEALANT 3 0 0 0 0 MEMBRANE COUNTER TREATED WOOD BLOCKING 2 FLASHING WRAP OVER PREFINISHED PARAPET AND TERMINATE WRAP MEMBRANE METAL FASCIA W/ TREATED WOOD BENEATH KEEPER STRIP ROOFING OVER EDGE DRIP BLOCKING AND FASTEN BENEATH T.O. _PARAPET F u i6 ¢ a a _ N - KEEPER STRIP 117' - 6" PREFINISHED LAP SEALANT PREFINISHED METAL VENTED METAL CAP W/ KEEPER PARAPET SOFFIT STRIP-- --__T,O. TAL 6" PREFINISHEDGRAVEL STOP LIGHT GAUGE METAL INFILL Detail @ High Angled Roof 1 1/2" = 1'-0" MECHANICAL ROOF TOP UNIT JOINT SEALANT SEAL STRIP GASKETED FASTNER AT 12" O.G. REMOVABLE METAL COUNTERFLASHING PREFABRICATED ROOF CURB MEMBRANE COUNTERFLASHING LAP SEALANT AT THE EDGE PREFINISHED BI METAL TO M, STORER TREATED V / BLOCKI/` TREATED WOOD BLOCKING METAL ANGLE FRAME ALONG PERIMETER OF OPENING SEE STRUCT. Curb Detail 1 1/2" = 1'-0" 6.2 I � 1 1/2" = 1'-0" Column BREAK METAL AS REQ. CONTINUOUS BACKER ROD & SEALANT METAL BEAM SEE STRUCTURAL SCHEDULED ALUMINUM STOREFRONT BACKER ROD & SEALANT Z PREFINISHED METAL FLASHING W/ DRIP o LARGE TRELL 15,.QANOPY 3 PROVIDE U CANOPY WALL SHERS ---- --- AT EACH STOREFRONT OF TOWER BACKER ROD & SEALANT METAL FLASHING W/ DRIP SCHEDULED STOREFRONT WINDOW INFILL VOID W/ SPRAY FOAM INSULATION PREFINISHED BREAK METAL TO MATCH STOREFRONT TUBE STEEL COLUMN, SEE STRUCTURAL D2 Detail Cun PREMANUFACTURED ROOF HATCH — INSULATED CURB CONTINUE EPDM MEMBRANE ROLL UP SIDE OF CURB MEMBRANE COUNTER FLASHING LAPPED AND SEALED IN PLACE TREATED WOOD BLOCKING — METAL ANGLE FRAMING' / // 5/8" GYP. BD ON LIGHT GAGE ANGLES ATTACHED TO BEAM ATTACH DEFLECTOR TRACK TO BOTTOM OF BEAM Detail @S 1 1/2" = 1' ROOF HATCH CURB DETAIL " = 1'-0" 1 1/2 17 PERIMETER BULKHEAD AT SPANDREL GLAZING SCHEDULED ALUMINUM STOREFRONT 1/4" SHIM SPACE W/ CONTINUOUS BACKER ROD & SEALANT STEEL TUBE, SEE STRUCTURAL 1/4" SHIM SPACE W/ CONTINUOUS BACKER ROD & SEALANT METAL VG ANGLE MEMBRANE ROOFING OVER TREATED PLYWOOD DECKING. WRAP ROOFING OVER FACE OF FASCIA AND SECURE UNTO UNDERSIDE OF CANOPY PREFINISHED (jJ��,MEETTTwALLL CAP A/ KEEPER TREATED WOOD BLOCKING PREFINISHED METAL FASCIA W/ DRIP PREFINISHED VENTED METAL SOFFIT LIGHT GAGE METAL INFILL 2 BUILDING PAPER (SHOWN DASHED) WRAP OVER MEMBRANE FLASHING — MEMBRANE FLASHING STUCCO TERMINATION BEAD BACKER ROD AND SEALANT a a ARCHITECTURAL PRECAST SILL LI�ID:3.7_LL o I FLASHING AND N WEEPS G GROUT FILLED CORE AND ANCHOR WALL IN PLACE AT 4'-0" OC.C. c+> PREFINISHED METAL FASCIA W/ KEEPER STRIP AND DRIP PREFINISHED METAL SOFFIT BACKER ROD & SEALANT STU/C�CCO FINISH Detail @ Metal Panel 1 1/2" = 1'-0" 2 3 PLYWOOD BLOCKING (METAL PANEL FINISH AB VE WRAP BUILDING PAPER (SHOWN DASHED) OVER TOP OF ROOF MEMBRANE CONTINUE MEMBRANE ROOFING UP WALL FACE - SLOPE 1/4" PER V-0" BACKER ROD & SEALANT ALUMINUM STOREFRONT W/ DEFLECTION HEAD 4'-2 3/4" STUD TO STUD CB2! Detail Mets 1 1/2" = 1'-0" CC1.121Detail @ Typical CMU Base STRUCTURAL SHEATHING CONT. METAL BEARING ANGLE T 1 �11I III M 111 2u 1 WOOD BLOCKING V-0 7/8" PREFINISHED METAL CAP FLASHING - STONE FINISH A 2 MEMBRANE COUNTERFLASHING WRAP OV F 4 fQAfV & DO FACE OF WALL 3 TREATED 3/4" WOOD SHEATHING i _T.O. PARAPET 117'-6" A3 AIR/ MOISTURE BARRIER (SHOWN DASHED) STONE FINISH MEMBRANE FLASHING W/ WEEPS WOOD BLOCKING LOOSE BRICK ANGLE PREFINISHED BREAK METAL W/ DRIP BACKER ROD & SEALANT ALUMINUM STOREFRONT V DEFLECTION HEAD Detail @ Storefront Head 1 1/2" = 1'-0" LAP SEALANT CONT. METAL BEARING ANGLE 5" 4" 1' 2 N C1.1 Profile - Architectural Precast Sill 1 1/2" = 1'-0" I ALUMINUM STOREFRONT AS SCHEDULED BACKER ROD & SEALANT PREFINISHED METAL (BOTH SIDES) FLASHING W/ DRIP SET IN A ALUMINUM STOREFRONT THERMAL BREAK BED OF SEALANT RIGID BRE DOOR THERMAL DOOR AS SCHEDULED _ 5 VAPOR BARRIER o VAPOR BARRIER ADA COMPLIANT METAL (SHOWN DASHED) (SHOWN DASHED) THRESHOLD SET IN A BED OF CONCRETE SIDEWALK SEALANT BY CIVIL -A MAIN- LEVEL gt-� MAIN LEVEL gf-� 1001-0" 100 - 011 \41F A Detail @ Door 1'-0" WATER PROOF MEMBRANE (SHOWN DASHED) I -ik/ 7x>(/\J�X�C.i 11 1 1 Al Detail @ Stbrefront @ Grade 1 1/2" = 1'- " 31 21 1 U zo —'- r E NOS SLIJ U r iQ C c � W 0),W =L0.(0j ID CN Lt. co M Q M 0 0 r E U 0 0 o N tp O) N d Nin 20—' C Z n Ci dN� UN 2,75 t x .Z N y m U' oni D_ a uNi m J y 0 0 J C 0 N 5?m 0 E G U V U U o w 8, M U m w � N ON UrC 0 m > U [L N t0 o N o OI 0 — Z AMM Co f0` y> o w U a w co E C 0 CN o 0 U 2 a 0 N 0 C U Q CNo CM 0 >- � 05umi om@) Q NN N O ��z ym RNC Qa �� JmE K � CMT m°'= O mm 0A E VW cm UD_W in m J JN e= 0g 0 a� c c o mdm N Q L . z M m X= wUW- ix OZrw �IYIYIIII�IIIVWIII��I�11 v m U U 0 N 0 C U ED � D U ui cvee D T r��r 99 0 0 N M 0 0 0 0 d 2 r N C 0 m m E a u i6 ¢ a a m T r��r D C WALL TYPE - A - INTERIOR WALLS 7 1/4" -;T�/ 5/8" GYP. SHEATHING 6" METAL STUDS,, 1 BATT INSULATIO ff I'd 5/8" GYP. SHEATHIN Al TYP. INT. PARTITION -METAL STUD 4 7/ " 5/8' 5/8" ITT3 5/8" 5/8" GYP. SHEATHING 3-5/8" METAL STUDS 1 O.C. BATT INSULATION 3 5/8" GYP. SHEATHIN INT. BULKHEAD - METAL STUD 9 1/4" le le 5/8' 8„ 5/8" METAL PANEL 11 3/4" RIGID INSULATION BUILDING PAPER 5/8" GYP. SHEATHING 5/8" GYP. SHEATHING 8" METAL STUDS, 16" C. 6" METAL STUDS, 16" O.C. BATTINSULATIO BATT INSULATION, R-19 5/8" GYP. SHEATHING 5/8" GYP. BD. A3 IN . PARTITION )METAL STUD 83 EXT. PARTITION - METAL PANEL ON METAL STUD 3 10 1/2" 5/8" 3" 5/8" 6" 1/4" WALL TYPE - B - EXTERIOR WALLS 1'-1" 8" 5 CAST STONE CAP BURNISHED BLOCK AIR SPACE 3/4" RIGID INSULATION BUILDING PAPER 5/8" GYP. SHEATHING 6" METAL STUDS, 16" O.C. BATT INSULATION, R-19 5/8" GYP. BD. B1 EXT. PARTITION -BURNISHED BLOCK ON METAL STUD 10 1/2" 8 1/2" ' STONE VENEER 1/2" METAL LATH & SCRATCH COAT 3/4" RIGID INSULATION CONTINUOUS AIR / MOISTURE BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS, 16" O.C. BATT INSULATION, R-19 5/8" GYP. BD. 82 EXT. PARTITION - MFR STONE VENEER ON METAL STUD 9" — 7/8"- 3 COAT STUCCO 3/4" RIGID INSULATION BUILDING PAPER 5/8" GYP. SHEATHING 6" METAL STUDS, 16" O.C. BATT INSULATION, R-19 5/8" GYP. BD. EXT. PARTITION - STUCCO ON METAL STUD ROOF TYPE -R 7t FULLY ADHERED ROOF MEMBRANE 1/4" GLASS MATTE FACED GYP COVER BOARD RIGID INSULATION, R-23 MIN. U METAL DECKING, SEE STRUCT. H U METAL BAR JOISTS, Lu a SEE STRUCTURAL p, TYP. BAR JOIST ROOF FULLY ADHERED ROOF MEMBRANE 1/4" COVER BOARD 1 1/2" METAL DECK R STEEL CHANNELS & JOISTS, SEE STRUCTURAL VENTED ALUM. SOFFIT R2 RAISED CHANNEL ROOF FLOOR TYPE - U v.a-. 4" CONCRETE, SEE STRUCTURAL ° VAPOR BARRIER 6" GRAVEL, SEE STRUCTURAL U1 TYP. SLAB ON GRADE r RIM DOOR TYPES ROOM FINISH SCHEDULE 1 ea Sweeps (by Alum.) Room Numbee Room Name Floor Wall Finish Base Wall Finish Ceiling Finish Ceiling Height Comments 100 SUITE Width Door Height Material Finish Fire Rating Hardware 110 SUITE Finish Comments 100A UITE DBL -A OPEN CEILING 120 ALUM PREFIN 2 SF -13 ALUM 130 SUITE UITE A 2x4 ACT 12' - 0" SEE LANDLORD WORK LETTER 130A CORRIDOR — SF -3 2x4 ACT 12' - 0" SEE LANDLORD WORK LETTER 130B WOMEN'S CT COVE CT PTD 2x4 ACT 8'-0" SEE LANDLORD WORK LETTER 130C MEN'S CT COVE CT PTD 2x4 ACT 8' - 0" SEE LANDLORD WORK LETTER 130D FILES/ RECORDS -- -- -- -- 101-01, SEE LANDLORD WORK LETTER 140 H 120A UITE A 3'- 0" C I RIM STOREFRONT TYPES 4'-8" R.O. 4'-4" m P SF -1 90° CORNER MULLION 5'-7" EQ 2'. EQ 5' SF -6 r- r rr 120° CORNER 3 MULLION 8'- 7 15/16" 2" EQ EQ 2" 3'-0" U-0" R.O. EQUAL 2" EQUAL C9 SF -2 120° CORNER MULLION 6'-11 3/8" 2 EQ EQ 2" SF -7 4'-8" R.O. 4'-8"R.O. 4' 4" A DOOR HARDWARE GROUPS Group 1 - Sinole Aluminum Storefront Door Hinges as required (by Alum.) 1 ea Push/pull sets 1731 (Trimco) 1 ea Exit device 9100 x V102 (Dorma) 1 ea Door closer 8916 x AF89 (Dorma) LHR 1 ea Concealed overhead stops 1013SL (ABH) 1 set Weatherstrip (by Alum.) 1 ea Threshold (by Alum.) DOOR TYPES 1 ea Sweeps (by Alum.) DOOR SCHEDULE Hinges as required (by Alum.) # Room Type Width Door Height Material Finish Fire Rating Hardware Type Frame Material Finish Comments 100A UITE DBL -A 6'- 0" 8'- 0" ALUM PREFIN 2 SF -13 ALUM PREFIN 10013 UITE A 3'- 0" 8'- 0" ALUM PREFIN - 1 SF -3 ALUM PREFIN 110A UITE A T-0- 8'- 0" ALUM PREFIN - 1 SF -11 ALUM PREFIN 110B UITE A T-0' 8'- 0" ALUM PREFIN - 1 SF -3 ALUM PREFIN 120A UITE A 3'- 0" 8'-0" ALUM PREFIN - 1 SF4 ALUM PREFIN 1208 VUITE A 3'- 0" 8'- 0" ALUM PREFIN - 1 SF -4 ALUM PREFIN 130A SUITE DBL -A 6'- 0" 18'- 0" ALUM PREFIN 2 SF -9 IALUM PREFIN 1306 WOMEN'S B 3'- 0" T- 0" SOLID WD PTD HM PTD 130C MEN'S B T-0" 7'- 0" SOLID WD PTD HM PTD 130D FILES/ RECORDS B 3'-0" T-0" SOLID WD PTD HM PTD 130E SUITE A 4'- 0" 8' -0.1 ALUM PREFIN- 1 SF -3 ALUM PREFIN 140 ECH A 3' - 0" 8' - 0" ALUM PREFIN - 1 SF -4 ALUM PREFIN STOREFRONT TYPES 4'-8" R.O. 4'-4" m P SF -1 90° CORNER MULLION 5'-7" EQ 2'. EQ 5' SF -6 r- r rr 120° CORNER 3 MULLION 8'- 7 15/16" 2" EQ EQ 2" 3'-0" U-0" R.O. EQUAL 2" EQUAL C9 SF -2 120° CORNER MULLION 6'-11 3/8" 2 EQ EQ 2" SF -7 4'-8" R.O. 4'-8"R.O. 4' 4" A DOOR HARDWARE GROUPS Group 1 - Sinole Aluminum Storefront Door Hinges as required (by Alum.) 1 ea Push/pull sets 1731 (Trimco) 1 ea Exit device 9100 x V102 (Dorma) 1 ea Door closer 8916 x AF89 (Dorma) LHR 1 ea Concealed overhead stops 1013SL (ABH) 1 set Weatherstrip (by Alum.) 1 ea Threshold (by Alum.) DOOR TYPES 1 ea Sweeps (by Alum.) Group 2 - Single Alum Storefront Door (Mech) Hinges as required (by Alum.) lea Lock CL880 - Storeroom (Dorma) 1 ea Door closer 8916 x AF89 (Dorma) LHR 1 ea Concealed overhead stops 1013SL (ABH) 4 7 set Weatherstrip (by Alum.) 1 ea Threshold (by Alum.) 1 ea Sweeps (by Alum.) GLAZING KEY O O 1" INSULATED CLEAR FLOAT GLASS CLEAR ANNODIZED SOLID CORE WOOD ALUMINUM STOREFRONT 1" INSULATED TEMPERED GLAZING DOOR, TEMPERED, INSULATED GLASS PAINT 1" INSULATED SPANDREL GLAZING 3 8'-0" R.O. 3 8'-0" R.O. 2" EQ 2" 3'-0" 2" EQ 2" 2" EQ 2 3,-0" 2" EQ 2" I' 1I C9 C? M N \ \ V N O \ \ O O \ \ O 60- - 0 0 O N - N - N CV CV 4 0 BREAK 4 \ r °D METAL \ \ PANEL \ \ 0 0 %J % �1 I j 0 AM SF -3 SF -3A SF -4 Q3 120° CORNER 120° CORNER 3 3 5'-101/4" MULLION MULLION MULLION 6'-73/8" 2" Q EQ 2" / „ 13/8" 2" EQ w Q 2" tD I I I I I M II \ FD O \ \ O BREAK D: \ o _ METAL q \ q PANEL N \ (V m 6-0 r SF -8 io in O Er - 33 120° CORNER - N MULLION / 9 9'-6 1/4" 9 ih n EQ 2"_ EQ 2"_ EQ 2 EQ 2" 2" EQ SF -12 UPPER SF -9 C? 78" R.O. 0„,-2” 6'-0" 2„11 SF -5 Y 120° CORNER 6'-8 3/4" MULLION LO EQ 2" EQ 2" , „0 31 1 21 120° CORNER ` MULLION 2'-9 1/2" NINIS/PX U Z o r E N O O NLo U WE N U =Z O� cm3 Ua�3 c WOHO mNo rC = pN fn_ MN ryI 00 M2� Of Q E Q o E d Tt C � o N CP N N N cE-t na =0�2 �C' LC N° W m wN nHtro : 0.2 _ z 0 N U c d Yp � H L `o 'a M N z N (L � a a y a M 0 O ` u 0 0 O 0 u n 0 2 N to m� d J N 6 [7 V1 Nn 20— C Z W N U nye 69 m 6116 M m J cz) J c CO N S>w orE U(3 paw E N d N 0 � m W W m c d W a U) G N (p M.'6 N U M m 'o J 'V � N N 0 RRQ O o . H4 o2 Qf c d �m�m N 1 W 3 d W 0 E 3 O C o � 2 n ✓I � d 3�m 0A w� c c c? otO 1N om@ O'N Amo f L Z 'N C Qa'm� JmE K � d U � m N d O u0M oc°E Hm C)aw M J j J (n �t V0 rU) aw c c N mom N Q N W�cZ �m U 2SNc OZnW IIIIWirll � a o m 0 rn 0 N O T a � C Y lU N L 0 O U a v 9 m 0 V C1 J O � M cli EQ 2" 2" EQ SF -12 UPPER SF -9 C? 78" R.O. 0„,-2” 6'-0" 2„11 SF -5 Y 120° CORNER 6'-8 3/4" MULLION LO EQ 2" EQ 2" , „0 31 1 21 120° CORNER ` MULLION 2'-9 1/2" NINIS/PX U Z o r E N O O NLo U WE N U =Z O� cm3 Ua�3 c WOHO mNo rC = pN fn_ MN ryI 00 M2� Of Q E Q o E d Tt C � o N CP N N N cE-t na =0�2 �C' LC N° W m wN nHtro : 0.2 _ z 0 N U c d Yp � H L `o 'a M N z N (L � a a y a M 0 O ` u 0 0 O 0 u n 0 2 N to m� d J N 6 [7 V1 Nn 20— C Z W N U nye 69 m 6116 M m J cz) J c CO N S>w orE U(3 paw E N d N 0 � m W W m c d W a U) G N (p M.'6 N U M m 'o J 'V � N N 0 RRQ O o . H4 o2 Qf c d �m�m N 1 W 3 d W 0 E 3 O C o � 2 n ✓I � d 3�m 0A w� c c c? otO 1N om@ O'N Amo f L Z 'N C Qa'm� JmE K � d U � m N d O u0M oc°E Hm C)aw M J j J (n �t V0 rU) aw c c N mom N Q N W�cZ �m U 2SNc OZnW IIIIWirll � a o m 0 rn 0 N O T a � C Y lU N L 0 O U a v 9 m 0 V C1 J O � M AWA •. .. T -' Y TOPOGRAPHIC 1 [d80 6B NDAR �� ' I EX. BUILDING tJ I (? TC. I I 9585 I :':' A, I A, .. I ! ..I n I :.::�' Pwaforpw Civil Site Group ��, ) = .... r N i 965.8 N I I 965 4x '� 9fi47 I "' 7905 GREAT PLAINS BLVD. CHANHASSEN MINNESOTA 55317 N - TD 9I aeME1a J96.2 3 •VALVT7UNEi ... )E5.0 vl I N ; 956.1 957-2 PID NE --AM ,1�NGE 4 .... �.. ...,. -.. ..... A"C" I C @5§,5 BE I.."".�..•49ac01ilUN�INRO�........ ........... ....... SIGN.„ � :. REVISED BUILDING PLANS MEETING CONDITIONS OF APPROVAL S ATE OF oru5 LAIf 1 MI SOTA CITY CENTER PARK L W. E18TH ST. M SURVEY { iSITE 01$ E. CITY OF CHANHASSEN ' W �z RICE HARSH LAKE PARK i GRAPHIC SCALE IN FEET 0 1,500 3,000 VICINITY MAP SURVEY METES AND BOUNDS DESCRIPTION: A SURVEY OF THAT PART OF NW 34 OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M„ CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S00.25'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N89'34'31"E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N89'34'31"E 335.35 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE 559'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF PARCEL 2098 OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE S89'50'18"W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAID PARCEL 20913; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101; THENCE N00'11'00"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. ZONING: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT: STANDARDS: ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: FRONT YARD DEPTH LEAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT ANY ONE SIDE IN SQUARE FEET STORIES 25 FEET 10 FEET 20 FEET 20,000 TWO REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER GAS PUMP ISLAND TYPE OF TOTAL NUMBER OF SPACE: EXISTING SPACES REQUIRED ROUTE SPACES: BY ZONING: STANDARD: 2 5 HANDICAP : 1 1 COMPACT 0 0 TOTAL 3 6 SOURCE OF ZONING INFORMATION: JOSH MITZER PLANNING DEPARTMENT 7700 MARKET BOULEVARD CHANHASSEN, MINNESOTA 55317 PH.: 952-227-1100 STATEMENT OF ENCROACHMENTS: THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 FEET ON THE EASTERLY END AND 1.0 FOOT ON NORTH LINE. NOTES: - Small utilities located 12/26/13 per "Gopher State One Call" ticket 133530448. ACRE LAND SURVEYING = I I I 7& -2997 acrelandsurve-chnail. o 10 11 11 13 I4 IS IB P 14 P 110 111 11P 113 A4 IIS IID 117 118 119 ITD 460 3I QUI Q I. W , Ni go 953.4 rftl 111 *Mi� STREETRIm�953.399Ta53.1 LMT = Cn a✓. -93e.19 K 9524 EIECQ � f M.H. z � LE atom MASr I (I ( I I f I II CI\Land Projects 2008\13653a!t-chanhassen by\dwg\13653a1ta-chanhassen bp.dwg 12/29/2013 7115110 PM CST II : TC ROUTE f r MGM / I � I �Ir i I! I / I (' I ` S STORM INLET • NNiFT STORM INLET I � E II 1 EIECQ � f M.H. z � LE atom MASr I (I ( I I f I II CI\Land Projects 2008\13653a!t-chanhassen by\dwg\13653a1ta-chanhassen bp.dwg 12/29/2013 7115110 PM CST O ®5416 • _ OpNa�� ar ` rG 4G ` •9•, iG - ._O x955.8. x95T5.. i PARKING G ........... 957.2 LOT N Mi O�I110N 4` *^ s. a G . 955.8 y�y, •8 x s55.t _# . . x G G G ° .a G TC SPRUCit.O� 57.1 4T- 5� F y1 { G n-•- �� 1E3X8 GL n .,954 j 9�4e i V -.. ` $54.2 - 4.3864.1 <, 956.9 954.% 954: `. " GA 95s. Pump G - . Win °CAS tt�7 _ TC a RIAIO°G ti� 55.6 S'-' s tL � AREA 4• G ' Dfi{T 955.4 56:7 Y G 4 y 5 ra ,( G � ,'• raj, 453.9 953 4. A �Q.3'9 955.2 56.5 v - s 9 953.9 y -y Sa � x e all 95 �gP9E9 956.3 pp TC 454 955.3 - 95x.9 9 TC f i F VA& a 95'x.5 . , .. < s 1.®.9 (5 3' .O �+y." TANK 5.0 CE ^ G \ �' 'I ' MENr TC5.1 RUCE7X / t 9860 9534 ^ FI -- 553 ....,�T( �{ Te Oa o`9Go 4F RUCE1. 954.9 �RUCE6TP 955.7 954.7 CE -41IIII111EI i -MWW TC qq of NF1 9554 `� `ler TCRIBBON 593.8 ,jl lIXG g . / gT' I.v '( 9344 FFLL /COI,UNN ' ° e 55.2 • t; Gcis PUMP e7As �. + s3' � m's5H1 e •�� BINV 953. `- G G ..vim"` ,ry r9 / w�, 453 �' 90 15 53.5 a G 953.5 G953.� 9533 �� 6 °`j�N� Boa. 55.1 950 ` aS' .999.1 �°G..9 1 T7 955.0 /' 95510 ��1�"�;� aG iTowryti;i° qy95�. saes _ 954s / C ` 3.- °'t,95$22.3a CONaiTE RAMUM ;• ,a p ET ®�¢ ' FlowrLMe-1%4.3e ,3&N3.'YI' Lor NG9FAR2001g1g1 953.8. Poe 5�}5"6 54.8 ikc 944.71 G 9512 ` - 9 3.5 , 952 (i_ -HP < G TCs OE :.Ul C84.6'.ANV.N 7 aL 953.4 953.8 954 ,8T54.6 r -CE 953.5 9538' 853.6 953.3 .. ` :' 9 ' / pp M �"t9 e usn T 952.3 A4Y. 1P T T :.5 - �q6s MNDOT Monument 50.9 / / C 514 853.5 rill 950.5 F.O.HANDHOLE CB3.71NV, tlEID951.1 A 9537 / SIGN �..-953.2 �. TG 1 Flow 950.1 950.5 � 951.3 946 0^Vi'O V_�• , VV `J / 950.1 �v. Tgµfp O M.N. / If)+^y / / BENCARK Flow l.he-950.11 _.�fi. - - ��/_ aV HM Inv.-946.56 TC1--- q0' P V �1 / ✓ / BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS f GI) MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME t�ENO / / GPS MEASUREMENTS UTII.ITIZING MINNESOTA Tc swNa O DEPARTMENT OF TRANSPORTATION VRS NETWORK). LEGEND • DENOTES IRON MONUMENT FOUND / DENOTES SIGN / / 0 DENOTES STREET LIGHT ' 00 / / / OS DENOTES SANITARY SEWER MANHOLE PO, / Q DENOTES STORM SEWER MANHOLE / ❑ DENOTES CATCH BASIN �F = DENOTES FIRE HYDRANT DENOTES EXISTING CONTOUR 1 DENOTES WATERMAIN > DENOTES SANITARY SEWER >; DENOTES STORM SEWER / r DENOTES TELEPHONE OR FIBER OPTIC LINE / DENOTES UNDERGROUND ELECTRIC / / 4 DENOTES UNDERGROUND GAS X1011.2 DENOTES EXISTING ELEVATION. / / / 0 DENOTES CONCRETE DENOTES BITUMINOUS / / NORTH GRAPHIC SCA 30 Bo ( IN FEET ) I inch = 30 ft_ 120 MINNESOTA - GOPHER 800-252-1166 CALL BEFORE YOU DIG! JOB#13653 12/30/13, add small utilities I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. ERIC R. VICKARYOUS Date:Oct. 7th. 2013 Reg. No. 44125 i r / / / O ®5416 • _ OpNa�� ar ` rG 4G ` •9•, iG - ._O x955.8. x95T5.. i PARKING G ........... 957.2 LOT N Mi O�I110N 4` *^ s. a G . 955.8 y�y, •8 x s55.t _# . . x G G G ° .a G TC SPRUCit.O� 57.1 4T- 5� F y1 { G n-•- �� 1E3X8 GL n .,954 j 9�4e i V -.. ` $54.2 - 4.3864.1 <, 956.9 954.% 954: `. " GA 95s. Pump G - . Win °CAS tt�7 _ TC a RIAIO°G ti� 55.6 S'-' s tL � AREA 4• G ' Dfi{T 955.4 56:7 Y G 4 y 5 ra ,( G � ,'• raj, 453.9 953 4. A �Q.3'9 955.2 56.5 v - s 9 953.9 y -y Sa � x e all 95 �gP9E9 956.3 pp TC 454 955.3 - 95x.9 9 TC f i F VA& a 95'x.5 . , .. < s 1.®.9 (5 3' .O �+y." TANK 5.0 CE ^ G \ �' 'I ' MENr TC5.1 RUCE7X / t 9860 9534 ^ FI -- 553 ....,�T( �{ Te Oa o`9Go 4F RUCE1. 954.9 �RUCE6TP 955.7 954.7 CE -41IIII111EI i -MWW TC qq of NF1 9554 `� `ler TCRIBBON 593.8 ,jl lIXG g . / gT' I.v '( 9344 FFLL /COI,UNN ' ° e 55.2 • t; Gcis PUMP e7As �. + s3' � m's5H1 e •�� BINV 953. `- G G ..vim"` ,ry r9 / w�, 453 �' 90 15 53.5 a G 953.5 G953.� 9533 �� 6 °`j�N� Boa. 55.1 950 ` aS' .999.1 �°G..9 1 T7 955.0 /' 95510 ��1�"�;� aG iTowryti;i° qy95�. saes _ 954s / C ` 3.- °'t,95$22.3a CONaiTE RAMUM ;• ,a p ET ®�¢ ' FlowrLMe-1%4.3e ,3&N3.'YI' Lor NG9FAR2001g1g1 953.8. Poe 5�}5"6 54.8 ikc 944.71 G 9512 ` - 9 3.5 , 952 (i_ -HP < G TCs OE :.Ul C84.6'.ANV.N 7 aL 953.4 953.8 954 ,8T54.6 r -CE 953.5 9538' 853.6 953.3 .. ` :' 9 ' / pp M �"t9 e usn T 952.3 A4Y. 1P T T :.5 - �q6s MNDOT Monument 50.9 / / C 514 853.5 rill 950.5 F.O.HANDHOLE CB3.71NV, tlEID951.1 A 9537 / SIGN �..-953.2 �. TG 1 Flow 950.1 950.5 � 951.3 946 0^Vi'O V_�• , VV `J / 950.1 �v. Tgµfp O M.N. / If)+^y / / BENCARK Flow l.he-950.11 _.�fi. - - ��/_ aV HM Inv.-946.56 TC1--- q0' P V �1 / ✓ / BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS f GI) MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME t�ENO / / GPS MEASUREMENTS UTII.ITIZING MINNESOTA Tc swNa O DEPARTMENT OF TRANSPORTATION VRS NETWORK). LEGEND • DENOTES IRON MONUMENT FOUND / DENOTES SIGN / / 0 DENOTES STREET LIGHT ' 00 / / / OS DENOTES SANITARY SEWER MANHOLE PO, / Q DENOTES STORM SEWER MANHOLE / ❑ DENOTES CATCH BASIN �F = DENOTES FIRE HYDRANT DENOTES EXISTING CONTOUR 1 DENOTES WATERMAIN > DENOTES SANITARY SEWER >; DENOTES STORM SEWER / r DENOTES TELEPHONE OR FIBER OPTIC LINE / DENOTES UNDERGROUND ELECTRIC / / 4 DENOTES UNDERGROUND GAS X1011.2 DENOTES EXISTING ELEVATION. / / / 0 DENOTES CONCRETE DENOTES BITUMINOUS / / NORTH GRAPHIC SCA 30 Bo ( IN FEET ) I inch = 30 ft_ 120 MINNESOTA - GOPHER 800-252-1166 CALL BEFORE YOU DIG! JOB#13653 12/30/13, add small utilities I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. ERIC R. VICKARYOUS Date:Oct. 7th. 2013 Reg. No. 44125 LEGEND: I I I I I 110, I I� 1 af II 1� I y I Q I I I W y i MI I _j -- REMOVE EXIST.I ISG , S LVAGE' AND ' QI RETURN TO Cl OR II OWNER. S I I I VREMO1E AND' Q SA VAGE (1TILITYi 1 X. COOROINATEI 0 WI - UT1LIR1 Coy I I i I I I 1 I I n 1 I I 1 LTJ w S v I V/ I I I I i 1 I V I 1 I 1 I I I I ' I 1 I I I I II I ; -4 iI I i i1 I i I I I II I II I I I 1 I I 11 I II 1 I vI I I 1 I I I I I I 11 I I I I I > I II I I � I II I I 1 LOT 2 i I BLOCK 1 I GATEWAY EAST I SEE SITE SURVEY FOR EXISTING ITEMS LEGEND AND SYMBOLS -----932 ----- -- EX. 1' CONTOUR ELEVATION INTERVAL xgne EXISTING SPOT GRADE ELEVATION DRAINAGE ARROW 0 p p w 589045108"W b/A I LVVA 1' Il AJ I as a � _ _ _ _ _ _ a ------ ---- }.--- --- ----------- I-AR ._._._._._ L, i1 4 4,:` n F. �;\�°�� z X15 0 I I i 335.34 I 957.6* SPRUCE9 956 9 CARVLH r0U N I Y STATE OF MINNESOTA �� 3:52F7� 2 AFTER RE&ME1130 REES AND PVMT. FENCE USIGNSS AND PROTECT BIOFILTRATION AREA, SEE O \� SHEET C3.0 AND/OR C5.0 FOR ADD TIONAL V NOTES. S955.8 PRUCEIO� SANTARY E=936.15 AB J r ,qr,K.?♦v, ,t OVACUUM 64L v / ter_ x . � FUEL `, �,Av� *� 0 oc, ,� rr�. fl v0 a J"II TANK 5 -G -s Pr1t+J�" s�_ ti r /. v 4 VENT �RUCE7X a 1 / I �t� t1 v tQ i ,�i' 4 a i •`\ \ ..` / \ `' `YJ .?.�. LIGHT ,SOF\ �RUCE10 �PRUCE6 ' T f + 7D A' NA� ' y 4 AA Y 47 SS� a LP CIPSir4---'- a--- CUS , � r T 9� p4ift T� L��//yy • aft' ------- --------- HEAVY DUTY SILT FENCE INLET PROTECTION PAVEMENT REMOVAL AND EXCAVATION (AND REPLACEMENT) FOR INSTALLATION OF UTILITIES REMOVE BUILDING, BLOCK, & FOUNDATIONS INCLUDING OVERHEAD CANOPY STRUCTURE AND FOOTINGS, ALL UNDERGROUND FACILITIES AND APPURTENANCES ROCK CONSTRUCTION ENTRANCE ,i REMOVE TREE )PHER STATE ONE CALL MW W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL G �! NELOCATE U - RDINANATE MAketUTY CO. l� L NEW LOCATION O M L ///tyy�� L )� / REMOVAL NOTES: 9 , �PNk , ��-/''' /' ,"''' BENCHMARK 11,11, P %, p. / / BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS Cj� / MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). , 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: 1.1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 1.2. INSTALL SILT FENCE AROUND SITE, & INLET PROTECTION IN AND AROUND CATCH BASINS. 1.3. CLEAR AND GRUB REMAINDER OF SITE 1.4. PREP AND TRANSITION TO NEW CONSTRUCTION ACTIVITIES 2. REMOVALS DISTURBANCE LENGTH OF TIME: 2.1. THE REMOVALS TIMING FOR THIS PROJECT IS EXPECTED TO LAST 15-30 DAYS UNTIL THE START OF NEW CONSTRUCTION. 3. TEMPORARY AND PERMANENT STABILIZATION: 3.1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. 4. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN (SHEET C5.0 & C5.1) FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN AFTER DEMOLITION AND REMOVALS ARE COMPLETE. 5. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 6. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 7. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 8. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 9. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED WORK -SEE SHEETS LAYOUT AND GRADING PLANS -SHEETS 10. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 11. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 12. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 13. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEERAANDSCAPE ARCHITECT OR IN ACCORDANCE TO THE CITY. 14. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 15. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE TO THE CITY. 16. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 18. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 19. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 20. SEE PERMIT NOTES SHEET C2.0 N 1" = 20'-0" 10'-0" 0 20'-0" � o vl S ite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700v .Cjr-inc.com SITE PLAN REVIEW lA< SYPH}Ii CITY COMMENTS W BID SET _ 103-14 ADDENDUM #1 Z Y*,1 W V J o ■//w' LO „ o LL Z G z W J LL Q V) Z LL J Q � ~ a Q^ �. _ {\ \\ \\ U ' o5 W > J m (/) (1) Z W n V Z Q v s 'E 1�Ah' P`;hVfi li,' 4 a i > ' AREA a _ 5 vQlO!ROn - a,4 o I LIGHT QL 4° ti t S 5� 4 ,�. r'SI p IH`+ � i - - i •, �<- . .. ' 4 .. , � •, �VQJ' �OVA000M 4 C i. 4: , �. gyp;. ;'' All COMPRI C +• ,' o P S L, i1 4 4,:` n F. �;\�°�� z X15 0 I I i 335.34 I 957.6* SPRUCE9 956 9 CARVLH r0U N I Y STATE OF MINNESOTA �� 3:52F7� 2 AFTER RE&ME1130 REES AND PVMT. FENCE USIGNSS AND PROTECT BIOFILTRATION AREA, SEE O \� SHEET C3.0 AND/OR C5.0 FOR ADD TIONAL V NOTES. S955.8 PRUCEIO� SANTARY E=936.15 AB J r ,qr,K.?♦v, ,t OVACUUM 64L v / ter_ x . � FUEL `, �,Av� *� 0 oc, ,� rr�. fl v0 a J"II TANK 5 -G -s Pr1t+J�" s�_ ti r /. v 4 VENT �RUCE7X a 1 / I �t� t1 v tQ i ,�i' 4 a i •`\ \ ..` / \ `' `YJ .?.�. LIGHT ,SOF\ �RUCE10 �PRUCE6 ' T f + 7D A' NA� ' y 4 AA Y 47 SS� a LP CIPSir4---'- a--- CUS , � r T 9� p4ift T� L��//yy • aft' ------- --------- HEAVY DUTY SILT FENCE INLET PROTECTION PAVEMENT REMOVAL AND EXCAVATION (AND REPLACEMENT) FOR INSTALLATION OF UTILITIES REMOVE BUILDING, BLOCK, & FOUNDATIONS INCLUDING OVERHEAD CANOPY STRUCTURE AND FOOTINGS, ALL UNDERGROUND FACILITIES AND APPURTENANCES ROCK CONSTRUCTION ENTRANCE ,i REMOVE TREE )PHER STATE ONE CALL MW W.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL G �! NELOCATE U - RDINANATE MAketUTY CO. l� L NEW LOCATION O M L ///tyy�� L )� / REMOVAL NOTES: 9 , �PNk , ��-/''' /' ,"''' BENCHMARK 11,11, P %, p. / / BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS Cj� / MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). , 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: 1.1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 1.2. INSTALL SILT FENCE AROUND SITE, & INLET PROTECTION IN AND AROUND CATCH BASINS. 1.3. CLEAR AND GRUB REMAINDER OF SITE 1.4. PREP AND TRANSITION TO NEW CONSTRUCTION ACTIVITIES 2. REMOVALS DISTURBANCE LENGTH OF TIME: 2.1. THE REMOVALS TIMING FOR THIS PROJECT IS EXPECTED TO LAST 15-30 DAYS UNTIL THE START OF NEW CONSTRUCTION. 3. TEMPORARY AND PERMANENT STABILIZATION: 3.1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. 4. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN (SHEET C5.0 & C5.1) FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN AFTER DEMOLITION AND REMOVALS ARE COMPLETE. 5. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 6. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 7. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 8. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 9. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED WORK -SEE SHEETS LAYOUT AND GRADING PLANS -SHEETS 10. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 11. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 12. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 13. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEERAANDSCAPE ARCHITECT OR IN ACCORDANCE TO THE CITY. 14. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 15. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE TO THE CITY. 16. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 18. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 19. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 20. SEE PERMIT NOTES SHEET C2.0 N 1" = 20'-0" 10'-0" 0 20'-0" � o vl S ite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700v .Cjr-inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Maffhew R.Pavek DATE 2/6/14 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 10-4-13 SITE PLAN REVIEW 12 5 13 CITY COMMENTS W BID SET _ 103-14 ADDENDUM #1 Z W V J o ■//w' LO „ o LL Z G z W J LL Q V) Z LL J Q � ~ a Q^ J _ a. U Z o5 W > J m (/) (1) Z W n V Z Q LU LU Z Q = > W c� Q LU a _ ° o U 0 w QL Z U Z Z H T U i W 0 aL 0_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Maffhew R.Pavek DATE 2/6/14 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 10-4-13 SITE PLAN REVIEW 12 5 13 CITY COMMENTS 2 20 13 BID SET _ 103-14 ADDENDUM #1 REVISION SUMMARY REMOVALS PLAN C1.0 RIGHT 2013 CIVIL SITE GROUP INC. w I cy) ; 1 cNnLn CNI (n I \ I (89'3;4'31 "E)- - --- t- 160 66�_ 1 I 1 I I I I I I I 54.2 TMH; < v LOT 2 I BLOCK 1 GATEWAY EAST r SNOW STORAGE AREA O / > / S89045' 8"W I PAD, COORDINATE W/ unuTY co..- - - - -- - - ----- -- -- - -- f---- B612 C&G, - I .. I I I t i J&R I�ACUONE )ISTTYP •s II�_I A�Q CURB CUT, TYP. I I I I y I Ld MATCH I �' J MATE II : C,� CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) I- I II DECORATIVE PAVEMENT AS SPECIFIED T TZ BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, ROCK MAINTENANCE STRIP II HEAVY DUTY BITUMINOUS PAVEMENT ® ACCESSIBLE PARKING PAVEMENT MARKING - - - - PROPERTY LINE I I CURB & GUTTER - T.O. = TIP -OUT GUTTER 61 I'Q' W I of RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR CURB SECTIONS TO BE PAINTED YELLOW TO INDICATE I "NO PARKING" I , I I I I I I I I I I I I I ; I I SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. I I I I I I I I I j I I Ii I I I 1 I I I I I LEGEND: HC = ACCESSIBLE SIGN he I I 1 I MATCH I I I I I I 1 1 1 I \I 1 I 1 \I I V I � 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 I I I I 1 I I I I 1 •, PVMT. STRIPING, _6S 1927 1 • POST,• PARKING : •B612 C&G, TYP I- h/A I LVVA T L/- :) I I I I I I I I I I II I 7C&G,TYP OR 8612 C&G, TYP `" SEG. RETAIN. �49 -I - - - - _ ETBA K UN 11 J -L -j - 463.(, 52 PARKING �{ g 0' I- PVMT. STRIPING, AS �6 0 ~ SPACES TOTAL PVMT. STRIPING, AS 6MAL DUTY B SHOWN, TYP. SHOWN, TYP. PVMT., TYP 8612 C&G, TYP NORMAL DUTY BIT. b N PVMT., TYP 211 "RAIN GUARDIAN" INLET DEVICE . t=---- - 9.0' f~ 3p.17 24 CURB CUT LB 12 C G, C NC. W LK SLO E TO RAIN UARDI N ij", co -r t I/ 26' CURB TAPER 7, 5.0' 5.j X ACCESSIBLE PARKING SPACES, 26 INCLUDING SIGNAGE AND STRIPING I II CONC. 17' CURB RIBBON STOOP/STEPTAPER CURB 5 25 FT. FRONT W/ RAIL, SEE FIRE DEPT. e SETBACK LIN ARCH- CONNECTION s EEII CONIC. k=1114 A� / E _ bA PROPOSEDNG L GS 10,665 / BLDG PLANS FOR r O / S� • RAIN i • BOT / OE=' i T 61.5 / / 1/ =954.6 �• STOOP LOCATIONS AND SIZE.Ilk ALIGN WALK WITH STOOPS AS / �II UAHVEN Y_UUN I Y STATE OF IVINNESOTA �,,Ipiisite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 EASEMENT OW STORAG7 AREA DJR S, / - - - 73 OS3 S ARCHITECTURE, INC 2 CdcG \'\' ��. 6 / '/' /\ / 3Mi Washington Ave of Suite 210 �I \, 6 / y// Minneapolis, Minnesota 55401 -14.L.- \,\ / 612.676.2700w .Clr-incmom 1 960.3 / UTA / TRASH/RECYCLING EN URE / / W/ GATES, SEE A ITECTU L HVY. DUTY C. PAD SWT / YANgIf'4 / RN 960.65 E=936.15 AB POST MOUNTED SIGN, r "NO PARKINGFI / LANE% TYP. , 1:1.1p) \� rFUTURE CONC. �? PATIO, BY OTHERS �I 28�\ \�7I� e `ems_- � e `Ss��`----U-1L 6Ss3 - 71 7 .- x RI M C m SITE LAYOUT NOTES: ;HO RAI 1 BOT = 00 IL ' / OVA 54.60 •/ /''� /' // 4. O � BENCHMARK BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA / DEPARTMENT OF TRANSPORTATION VRS NETWORK) CITY OF CHANHASSEN NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) ri It k F- DECORATIVE PAVEMENT AS SPECIFIED . BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, ROCK MAINTENANCE STRIP INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND HEAVY DUTY BITUMINOUS PAVEMENT ® ACCESSIBLE PARKING PAVEMENT MARKING - - - - PROPERTY LINE PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER CURB & GUTTER - T.O. = TIP -OUT GUTTER UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS J o ------ - - UTILITY OR ACCESS EASEMENT RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR CURB SECTIONS TO BE PAINTED YELLOW TO INDICATE PREVIOUSLY APPROVED. "NO PARKING" THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL NP = NO PARKING FIRE LANE PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH ST = STOP BE CORRECTED AT NO ADDITIONAL COST TO OWNER. CC = COMPACT CAR PARKING ONLY t., k,, GOPHER STATE ONE CALL ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE WW.GOPRSTATEONE LL "0: LL FREE (800) 252-1166 TOO FREE (8 ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF (651) 454-0002 LOCAL RI M C m SITE LAYOUT NOTES: ;HO RAI 1 BOT = 00 IL ' / OVA 54.60 •/ /''� /' // 4. O � BENCHMARK BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA / DEPARTMENT OF TRANSPORTATION VRS NETWORK) CITY OF CHANHASSEN NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, 17. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, TYP. INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER 18• BITUMINOUS PAVING TO BE "LIGHT DUTY UNLESS OTHERWISE UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS J o RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR PREVIOUSLY APPROVED. O ILL THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT 19. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP BE CORRECTED AT NO ADDITIONAL COST TO OWNER. TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH LINE. SEE LANDSCAPE DOCUMENTS. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE J Q A.D.A. REQUIREMENTS -SEE DETAIL. ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED ,6 W > LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS VJ OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL z PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR LU STREET OPENING PERMIT. Z UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL LU F- a GOVERNING BODIES. c/ I L 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN V) 0 U w THE GEO-TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE 10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE IMPROVEMENT MATERIALS. 2 U NOTED ON THE DRAWINGS -TAPER BETWEEN CURB TYPES -SEE Z Z DETAIL. 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND L) U LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR 11, ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. EL !L REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE I HEREBY CERTIFY THAT THIS PLAN, PRIOR TO INSTALLATION OF FOOTING MATERIALS. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT SUPERVISION AND THAT I AM A DULY BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS SITE IMPROVEMENTS. AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND Ma Mew R. Pavek DATE 3/21/14 LICENSE NO. 44263 SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. DATE REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE 10-4-13 SITE _PLAN -REVIEW . - ARCHITECT. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO 12-20-13 BID SET EXISTING BUILDING UNLESS NOTED OTHERWISE. 1-03-14 2-6-14 3-21-14 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. 15. STANDARD PARKING STALLS TO BE 9' WIDE x 20.0' LONG LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND WITH 25' DRIVE AISLES UNLESS OTHERWISE NOTED. SHALL BE AS SHOWN ON THE DRAWINGS. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR 16. HANDICAP PARKING STALLS TO BE 9' WIDE X 20' LONG WITH SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE 9' WIDE LOADING ZONE UNLESS OTHERWISE NOTED, SEE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR DETAIL. 1. OWNER SHALL SECURE AN ENCROACHMENT AGREEMENT WITH THE CITY FOR ENCROACHMENT BY THE TRASH ENCLOSURE INTO THE EXISTING SANITARY SEWER EASEMENT ALONG THE NORTH SIDE OF THE PROPERTY. 2. CONTRACTOR SHALL CONTACT CITY INSPECTIONS DIVISION TO REVIEW PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. PROVIDE "NO PARKING FIRE LANE" SIGNS PER CITY STANDARD FOR DESIGN AND SPACING, ALONG ALL CURBS WHERE YELLOW "NO PARKING" PAINT IS APPLIED, SEE SITE PLAN. PERMITTING NOTES: 1. CONTRACTOR SHALL SECURE A DEMOLITION PERMIT PRIOR TO COMMENCEMENT OF WORK, INCLUDING PERMIT AND COORDINATION WITH MPCA FOR REMOVAL OF UNDERGROUND FUEL STORAGE TANKS. 2. OWNER SHALL PROVIDE AN ACCESS/SIDEWALK EASEMENT(S) FOR PORTIONS OF WALKS WHICH ACT AS THE "PUBLIC WAY BUT ARE NOT LOCATED WITHIN PUBLIC RIGHTS-OF-WAY. 3. OWNER SHALL SECURE A CONSTRUCTION AND ACCESS EASEMENT AND/OR PERMIT FROM MnDOT FOR SIDEWALKS THAT ARE TO BE CONSTRUCTED WITH MnDOT RIGHT-OF-WAY. 4. LOT COVERAGE INFO: IMPERVIOUS = 31,848.49 SF - 64.5% (NOT INCLUDING FUTURE PATIO) 32,139.19 SF - 65.0% (INCLUDING FUTURE PATIO) PERVIOUS = 17,566.01 SF - 35.5% (NOT INCLUDING FUTURE PATIO) 17,275.31 SF - 35.0% (INCLUDING FUTURE PATIO) TOTAL = 49,414.5 SF REVISION SUMMARY I A SITE PLAN N 1" = 20'-0" 10'-0" 0 20'1 C2m0 W Z LU J o V-� o Ln Ln O ILL Z z LVLu LL Q w Z LL J Q F- U ,6 W > W'^ U J m VJ z W � Q LU LU Z _ LU F- a c/ I L O V) 0 U w 2 2 U Z Z L) U LU V 0 EL !L I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma Mew R. Pavek DATE 3/21/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10-4-13 SITE _PLAN -REVIEW . - 12-5-13 CITY COMMENTS 12-20-13 BID SET 1 1-03-14 2-6-14 3-21-14 ADDENDUM#1 PERMIT SET _ PERMIT COMMENTS REVISION SUMMARY I A SITE PLAN N 1" = 20'-0" 10'-0" 0 20'1 C2m0 9seo I vvv \ I �r \. I 966.7 UHI\ VL -I\ PUUIN I IO STATE OF � INNESOTA C'vIS*tcA'1 - N I 1 I < i ' L O T 2 65.8 965.8 G R O U P I N N I I ' 1 BLOCK i '/ - 1--- 1 / 4931 W. 35TH ST. SUITE 200 i I 1 9Q5.4x 964.7 GATEWAY EAST 956.8`1 - -__54X6_0x ST LOUIS PARK, p. 55416 \ I \ ��\ ._ , % CivilSiteGroup.com TC - 966 2-- -- 966.3 I . 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I ❑ 953.x" , I,, i l R$IIN AGAR h1 Ii 954.6 $ 955.7 Q Uj 952.81 CE r v, �� \ v °'off I E ,''��' t TIC GL I �1- 80 X 9 r 0'-' �, �� g� / z � i 51.9 953.8 L\ r,� .�. ---- - - -1 pb0RS 0 5A• 0 /� 1952.1 CE ,mom JI h_� �\_ ' 953. `� .---\ 9 e. .'� /' ' V � 0- 1MAT( cgp 954. 0 I ` DOOR ' W U tiY I 1 ro 955.30 1 � / 1 � l/� �' \ v 1 . 952.55 BSTEP I � / / / / U LMC') J U 9 .1 955.55 ESTE 5 x 1 3 7 X65.80 �, �. 9 �,� I -' X uOWOIRt / : ,'PROTECT BIOFlLTRAfiON AREA/DEVIC�-FROM ALL / ''� '^ � I Q L_ • T 18 95595 x ` -R953.5 1+ x 653.5 x x 3. s4 y CONSTRUCTION -RELATED ACTIVITIES'THROUGHOUT v! z cp 06 I I I 5 955.80 3 e i , a I ' DOOR c4,� DOOR / / 54.4 t MAT CONSTRUCTION SCHEDULE. )NS`<ALL ORANGE C ON / I w 1 MA 0 855.59 9531 ST 98 954.8 FENCING AROUND ENTIRE -NOFILTRATION A AS / = W W LU ' a RAIN G - MATCH TG SH6WN. PROVIDE AND AFFIX TO FEN "KEEP OUT' . / /' � Z � 13 v x 53 gap / OT V= 00 CH SIGNAGE LOCAI€D EVERY 20'. A COMPLETION ° 2 X64 S s -2 RAIN " �A Q ~ H 3. G5 2 _ _C o =954.50 COMPJE'(E" BY CITY, (IN WH ING BASE COURSE OF ALLY ( _ J VOLUME= CF L �1RfMINOUS PVMT), PLETE CONS TION li z Q Q 954.6 6D I ° 953.4 g �� 953.8 ./' /' TIC -'BIOFILTRATION PER PROJEC ETAIL D ENSURE I ; 951.9 v x CE 9�3.�-- -- -- 954.70 �j 0 0 L = Z ALL EROSIO ONTROL AND WILET PR ONS DEVICES 952.4 GL g _3. x 95 5 J5 U 06 1 TC \ '' --- �gy r.g oo ' ,''��/ �'� ARE IN AND OPERATING ECTLY. REMOVE 3 `_9 / X95460 �- --- __ L L� ER N CONTROL D�VtCES A LET PROTECTIONS W 0 Lu LU --� GJ LY AFTER PCT CO 110N AND ACCEPTANCE ,/' _j ( Z ` m - EOF i, ,x x / s BY OWNER. CIDLU I ; TC \\ x P T T 95 •J/O L� // �/ �� /' Z LU I ,./ 3°-4" STONE ./ ` \ V`� /' / d z p DEPTH 0 R O FABRIC : ' �� W Q U I t 953.7 /- ' TIC LU 0 I I •�� L� /,� /� /' /'' ' ,,i v' rll v w I . 950.5 to V ��v ' / ' Q I I I 1 �� ® i' ' '' ' ''' '// P, / BENCHMARK Z z I i 951.4 GL 950.8 ; L ''/ TIC . TC- 00 P.�� BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS Q II I �` MEASUREMENTS UTILIZING MINNESOTA w = I . DEPARTMENT OF TRANSPORTATION VRS NETWORK) o (� L LEGEND: GENERAL GRADING NOTES: ------932 -------- EX. 1' CONTOUR ELEVATION INTERVAL 419 1' CONTOUR ELEVATION INTERVAL 1`Lti SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) 722.OG SPOT GRADE ELEVATION GUTTER 722.013C SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) 722.013S SPOT GRADE ELEVATION BOTTOM OF STAIRS TAL TTP OUT (T.O.) CURB AND GUTTER WHERE ---------------- APPLICABLE -TAPER GUTTERS TO DRAIN AS SHOWN �EOF EMERGENCY OVERFLOW )PHER STATE ONE CALL NW W.GOPH ERSTATEON ECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL EROSION CONTROL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH SEE SWPPP ON SHEET C5.0 & C5.1 PREPARED BY ME OR UNDER MY DIRECT ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT SUPERVISION AND THAT I AM A DULY PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A LICENSED PROFESSIONAL ENGINEER LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOP -SOIL AND SODDING ISSUE/SUBMITTAL SUMMARY CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS DATE ACTIVITIES. 10-4-13 FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 12-5-13 CITY COMMENTS CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED 9. EXCESS FILL MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF CITY OF CHANHASSEN GRADING NOTES: ADDENDUM#1 AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT 2-6-14 BY THE CONTRACTOR OFF-SITE. 1 3-21-14 SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO 1. ENSURE LOWEST LEVEL OF BUILDING IS MIN. 1' ABOVE EOF INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 10. AREAS AND MATERIALS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL 2, SEE RAIN GARDEN CONSTRUCTION DETAIL, SHEET C6.2 FOR RAIN BE REPAIRED WITHIN 10 DAYS, IN A MANNER APPROVED BY THE GARDEN CONSTRUCTION SEQUENCING. 2. SEE SITE PLAN FOR HORIZONTAL LAYOUT. ENGINEER/LANDSCAPE ARCHITECT, AT NO EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL 11. PROPOSED SPOT GRADES ARE FLOWUNE FINISHED GRADE ELEVATIONS, REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION, SOIL UNLESS OTHERWISE NOTED. CORRECTION, TYPE OF BACKFILL, OR REQUIREMENTS. 12. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL 4. EXCAVATION AND EMBANKMENT ACTIVITIES SHALL BE PERFORMED IN SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. NOTED. 5. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN 13. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION ON THE DRAWINGS. SLOPES GREATER THAN 3:1 REQUIRE SURFACE SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE ROUGHENING BY EITHER "STAIRSTEP" GRADING, GROOVING, FURROWING, OR CITY. TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE EROSION CONTROL BLANKET AS SPECIFIED. SLOPES LESS THAN 3:1 NOT STABILIZED WITH 6. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF VEGETATION SHALL HAVE THE SURFACE ROUGH GRADED TO REDUCE WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND RUNOFF VELOCITY UNTIL SOD HAS BECOME STABILE AND MATURE. AT NO ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN TIME THROUGHOUT THE DURATION OF THE CONTRACT, SHALL SLOPES BE DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO A SMOOTH GRADE OR A COMPACTED SURFACE. CONSTRUCTION. 14. CONTRACTOR SHALL STRIP, STOCKPILE, AND RE -SPREAD SUFFICIENT 7. THE CONTRACTOR SHALL SCHEDULE SITE WORK TO MINIMIZE THE TOPSOIL TO PROVIDE A MINIMUM COMPACTED DEPTH (PER LANDSCAPE DISTURBED AREA AT ANY GIVEN TIME. PLAN) TO DISTURBED AREAS TO BE SEEDED OR SODDED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE A111911111I., 1"= 20,-0" mold 10'-0" 0 20'-0" C3.0 SITE GROUP INC I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma ew R. Pavek DATE 3/21/14 LICENSE ND. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 10-4-13 [SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-03-14 ADDENDUM#1 2-6-14 PERMIT SET 1 3-21-14 PERMIT COMMENTS REVISION SUMMARY DATE DESCRIPTION GRADING PLAN A111911111I., 1"= 20,-0" mold 10'-0" 0 20'-0" C3.0 SITE GROUP INC rn_ ; Nr- I < I i ~ ~ 1 Ln N 1 I Z I Z ; OI Z j 1 o m ; m> m; m l E 1 I THE MECHANICAL DRAWINGS. I I OI = I i V) 1 0 I 0 O i Z zj ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) I (8934'31"E)- - -- - -- V 160 66�_ _ _-�_ `_t OR HIGH DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. f POINT 0f SANITARY - I BGINNIN II �LOT 2 BLOCK 1 GATEWAY EAS 34 LF 12" RCP STORM(�8EWER 0.20% MANHOLE 6 I CASTI GG -3067 ' '� RIM: 954.54 i I ; i RE=953.04 70 LF 12" RCP N. FL: 941.97 ab ; 0 ; - -- --- - 1E- NW` f2'=950.86 - STORM SEWER- . F.L.: 948.55 ab ; I ; N ; / IE NE 1Y=950 0.20% E. FL: 937.64 shot STLE I _ IE SUMP 3'=947.86 S. FL: 937.64 shot i INLET I I ' i STALL SAFL BA � 54.21 I IFT I TMH GU R v 12" E 9; 3 1 ONN TO ' RI I o ; CB R = 53.40 OT I ER IE W/E 1 = 50.73 OT I I -------------------- 3 - �PROPI 12�= .80 Ii �t�A�fC RIFY P IOR C NST. I 1 I V 11 ----1-1-1-�° - SANITARY -N1 I Q MANHOLE l LU RIM: 953.0 i h CONNECT TO EX. 10" N. F.L: 93 51 ; (� WATERMAIN WITH WETTAP � (- W yVY. FL: 937x15 PER CITY STANDARDS AND II > 3 ; 1 REQUIREMENTS. I I "-� (2) 1" COPPER O L1 I I RESTORE STREET SECTION Z it �!A R SERV CES ^ IN KIND F 1 ��1 �I �t- �V/ x a oI .J�m� SII r� � ' � II Y Rim= 53.3$ LIGHT �/ / a Inv.= 38.191 wO l zLE vI Q1J_j A1CDU F. - r UT1L TY I I < I I I I w L� 1 Flo Line=1 Inv. X948191 I I W / I I ' I I ' t I ' I I 1 I ' I ' I ; Flow Lin I Inv.=946. ROUTE 1 SIGN I I I I I i F I I � I I I l LEGEND: O MANHOLE OR CATCH BASIN .. GATE VALVE 1W FIRE HYDRANT SANITARY SEWER ) >�>STORM SEWER WATER MAIN )PHER STATE ONE CALLW NW .GOPHERSTATEON ECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL 53 1 \ 1J 1 1 1 I 1 Iowlt Li e='. n 0 v.494 .71 1 J t w w z 1 _1 U E: i O Y 1 - I p 0 Z I n 3 1 0 I rb INSTALL HYDRANT & VALVE PER CITY STANDARDS AND REQUIREMENTS. S89045'08"W CBMH-2 (48") CASTING=R-3067 RE=953.65 IE SW 12"=951.00 IE E 12"=951.00 6" X 6" TEE -2 45' BENDS FIRE DEPT. -ABANDON EXISTING CONNECTION I I WATER SERVICES PER CITY STANDARDS (1) 45" BENDj I' 262 LF 6" C 52 DIP WATERMAIN STUB TO 5 OM BLDG SPLIT WITHIN BUILDING FOR FIRE AND DOMESTI COORDINATE.,WITH MECHANICAL PLAN 2 45" BENDS (1) 45" BEND � I e` �I 6 \ ��7 S S R h VL- _ 9R>�3i SIGN Flow Like -950.11 Inv.= 6.56 NI FTC UTILITY NOTES: TRAFFIC 0 M.H. T--� T MNDOT Monument 3"-4" M v- tJl t,F, R 00 �J V) � 6oJ� 4�- 52 LF 12" RCP STORM SEWER 0.20% 1 I� CURRENT OWNER: I VALVOLINE INSTANT OIL CHANGE PID: 252870020 CARVER COUNTY RECORDER DOC.: UNKNOWN RLS 7725 I CURRENT USE: 335.344 - # - - OIL CHANGE FASJUjJ -RE=953.83- - - -- - _.- IE W 12"=950.10 EXISTING 6" PVC SANITARY SERVICE REUSE IF POSSIBLE. FIELD VERIFY SIZE, DEPTH, CONDITION AND ELEVATIONS PRIOR TO CONSTRUCTION. 1 I 1 "VALVOLINE"� BUSINESS I SIGN 1 I 1 RLS#7725 873°S 3s5 , 6_2.66 - ----------- -- -- - - - ----- --- -- - - - - - --- -- - - _--._._._._._._._.-.-._y.� _.,SANITARY MANHOLE-5-'� RIM: 961.11 shot / IE=937.01 shot I RAIN GUARDIAN RE=954.3 p / IE=953.0 / / FSG GAS METER LOCATION FE 15 LF 12" HDPE STORM IE 953.00 SEWER 0 0.00% 20 LF 12" HDPE STORM SEWER ® 0.00% FES _ IE=953.00 6" DRAIN IE=95 i /moi .00 OF WEI LL) of WALL) '- M OF WEIR V�ALC� kM OF WEIR EWER O Flow Ine=9 I , =Rn 11 (60" DIA) -1642 WEIR WALL IE=5951.00 WEIR TO TOP OF STRL Flow Line ,954.36 WEIR WALL 6" ORIFICE Inv.=9,49 71 IE -BW 12"=953.00 (UF ' IE NE 12"=953,00'(UF IE DT (2),6 951.00 1 IE SE 112"=951.00 (DO c CONNECT T" t b�tiJ P' CB ' RE=952.99 SHOT ;c ( EX IE S 12'=9610.1 OT PROP iC IN p1, �30 DRILt O STONE 0 R 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE OTHERWISE NOTED. 19. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT THE MECHANICAL DRAWINGS. Z LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. LU OR HIGH DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF Vto CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS J O UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 10. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE C6 06 Z CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE OR TO END OF FLARED END SECTION. 21. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE LVa CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LU z REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE J LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE 11. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR H FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE a CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF APPROVAL. FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH W THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES W LU U ARCHITECTURAL AND MECHANICAL PLANS. /� V / (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. LU t7 TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. Q LU 12. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE Q EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT = CITY. CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE REFLECT SUMPED ELEVATIONS. Q to 2 ENGINEER OF DISCREPANCIES OR VARIA11ONS FROM THE PLANS. CD 22. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO Z 13. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT U CURB UNLESS OTHERWISE NOTED. OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO LU a "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR a PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE 14. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE SPECIFICATION, OR REPORT WAS LOADING. PREPARED BY ME OR UNDER MY DIRECT CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE SUPERVISION AND THAT I AM A DULY WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. UNDER THE LAWS OF THE STATE OF MI DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Ma 23. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY DATE 3/21/14 LICENSE NO. 44263 15. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, COMPANIES. 5. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO PLAN REVIEW 12-5-13 "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR 24. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. ADDENDUM -41 TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF PERMIT SET NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. PERMIT MINNESOTA (CEAM). 16. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF REVISION SUMMARY DATE I DESCRIPTION HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS 25. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT 6. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND OTHERWISE NOTED. CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 17. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE 7. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO 26. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE CONSTRUCTION. GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS OTHERWISE NOTED. MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, 18. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. CATCHBASINS, OR OTHER STRUCTURES. 8. ALL SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS CITY OF CHANHASSEN UTILITY NOTES: 1. CONTRACTOR TO MAINTAIN MIN. 3' CLEAR AROUND ALL EXIST. AND PROP. FIRE HYDRANTS. 2. EXISTING SANITARY SEWER LINE MUST BE TELEVISED BEFORE AND AFTER CONSTRUCTION ACTIVITY TO ENSURE NO DAMAGE HAS BEEN DONE TO EXISTING LINES DUE TO CONSTRUCTION. A11911111k 1"= 20'-0" 10'-0" 0 20'-0" CivflSite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sar ��r 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 v .djr-inc.com UTILITY PLAN C4.0 RIGHT 2013 CIVIL SITE GROUP INC W Z LU J Vto m J O to O V, z C6 06 Z z LVa LLI LL LU z LL. J Q � H = a a U 06 W > W LU U /� V / m LU t7 z Q LU Z Q > W � ° Q LU = O (DTU Q to 2 cwc G CD U Z Z U LU a a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Ma ew R. Pavek DATE 3/21/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10 -4 -13 -SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-03-14 ADDENDUM -41 2-6-14 PERMIT SET 3-21-14 PERMIT COMMENTS REVISION SUMMARY DATE I DESCRIPTION UTILITY PLAN C4.0 RIGHT 2013 CIVIL SITE GROUP INC i 958.5 i i "' "' '�' ""' "' " 1 " 1 " G.L.B. PROPERTIES LLC C) I 9 GATEWAY EAST CARVER BOUNTY S PID: LINTY EC 966`7 CARVER COUNTY RECORDER STATE OF JOINNESOTA CURRENT USE: WN CSE: ' LOT 2 65.8 965.8 RETAIL STORE 1 I Z Z ZZ o a o 1 o 0 o i o I i BLOCK 1 ; 96,5.4X 964.7 m _ I �B_9x6.D 6URRENTW966.xGATEWAY EAST T�3 "VA 965.1 o 0 + _VALVOLINE INST OIL 0 0 0 0 ' , 957.2 252870 1)28 CHANGE --964------BHStrt 956.1 - 1p: _ --- ---- r `---------- V) - z N ; ARV R -------- ------- ------ 1 ; �„ h`9 � z ' � 956.3 BE `� _QOC.: --962 (T89-34'31 E) O� 1 TCEND o i '� -� -962---------' _RLS 7725 ------ - -------'I - _ 9C5.9 S890'451 956.1 RLS 77 T USE: _ ---- t =--- r3o5 / - - - J X60POINT OFi 955.7x - ------}356.0 ---------- - - OI r',,;� S2�►L)� 954. ° B. 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J YIEL FABRIC a ' SIGN 1 951.1 i c 3.2 9C3.7 VO Flowi Li e=950.1( 951.3 Inv.�94v.71 C0.5 0 `v TRAFFIC � � '' I I 950 ��G'0 i = BENCHMARK ® M.H. 1,/y �� 'lam �P� I i 950.8) ; Flow L• e=950.11 �� V '` 1 i 951.4 ' /� O / TC GL o i zz Inv.= 6.56 TC1.1 00 0 0 SFS ��F ' __31 m ��P j m I _ QTn011 JP LEGEND: SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: SPECIALTY EROSION CONTROL: ------932 -------- EX. 1- CONTOUR ELEVATION INTERVAL PROJECT NARRATIVE: 419 1' CONTOUR ELEVATION INTERVAL PROJECT IS A REDEVELOPMENT OF A GAS STATION INTO A RETAIL BUILDING WITH SURFACE PARKING. THE 12-20-13 _ OVERALL TIMEFRAME IS 12-18 MONTHS. SPOT GRADE ELEVATION (FLOW UNE UNLESS ADDENDUM #1 PERMIT SET 1 OTHERWISE NOTED) CONSTRUCTION SEQUENCING IS PLANNED AS FOLLOWS: 10 ULr' O J O 422.OG SPOT GRADE ELEVATION GUTTER 1. INSTALL STABIUZED ROCK CONSTRUCTION ENTRANCE BACK OF CURB (TOP 2• INSTALL BIO -ROLL AROUND SITE & INLET PROTECTION IN AND AROUND CATCH BASINS (WHERE NOT 422.OBC SPOT GRADE ELEVATION COVERED BY IN PLACE REMOVALS EROSION CONTROL FACIUTIES) OF CURB) 3. STRIP AND STOCKPILE TOPSOIL 422.OBS SPOT GRADE ELEVATION BOTTOM OF STAIRS 4. ROUGH GRADING OF SITE ---------------- HEAVY DUTY SILT FENCE 5. STABILIZE DENUDED AREAS AND STOCKPILES Ua 6. CONSTRUCT BUILDING AND IMPROVEMENTS INLET PROTECTION 7. INSTALL STREET, CURB, SIDEWALK AND SITE IMPROVEMENTS `--� �+ m 14. FINAL GRADE BOULEVARD, INSTALL LANDSCAPING ,^ V z 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE BIO -ROLL AND Z Q STABIUZED CONSTRUCTION ENTRANCE RESEED ANY AREAS DISTURBED BY THE REMOVAL. Q ° 'W W = ~ O DISTURBANCE LENGTH OF TIME: � TIP OUT (T.O.) CURB AND GUTTER WHERE Q LO ---------------- APPLICABLE -TAPER GUTTERS TO DRAIN THE TIMING FOR THIS PROJECT IS EXPECTED TO LAST 12-18 MONTHS UNTIL FINAL STABILIZATION.. Z U AS SHOWN Z Z TEMPORARY AND PERMANENT STABILIZATION: FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS ' OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED GOPHER STATE ONE CALL AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. W W W.GOPH ERSTATEONECALL.ORG LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF (800) 252-1166 TOLL FREE SOD IMMEDIATELY FOR PERMANENT STABILIZATION. Ma eW R. Pavek (651) 454-0002 LOCAL DATE 3/21/14 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY CONCRETE WASHOUT: • I DESCRIPTION CONCRETE WASHOUT SHALL BE PERFORMED OFF SITE. BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) N 1"= 20'-0" 101_0" 0 20'-0" 0 01 1 ,:Site G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pave k Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Wsshington Ave N, Suite 210 612.676.27 Minnesota c. 4m fi'12.6]6.2]00 www.tljr-inc.mm 100-13 SITE PLAN REVIEW_ W CITY COMMENTS 12-20-13 _ BID SET Z ADDENDUM #1 PERMIT SET 1 Lu J ULr' O J O LL Z2 W J _ W Q W LLI Z U- LL J a =� O Ua 06 J Lu 0 W U �+ m 4U) W_ ,^ V z Q Z Z Q Q ° 'W W = ~ O � w Q LO TU 2 Z U Z Z 0 T i. W W 0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. Zq( Ma eW R. Pavek DATE 3/21/14 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY DATE I DESCRIPTION 100-13 SITE PLAN REVIEW_ 12-5-13 CITY COMMENTS 12-20-13 _ BID SET 1-03-14 2-6-14 ADDENDUM #1 PERMIT SET 1 3-21-14 PERMIT COMMENTS REVISION SUMMARY I SWPPP I 1 OF 2 C5.0 GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2008 # MNR100001 PAGES 1-30) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. PART III STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP (PART III.A) THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (PART 111.8) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 12. INSTALL STREET/PARKING LOT SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS / PARKING LOTS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION /FILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) (PART III.C) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE BIO ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION (PART III.D): THE SWPPP ( ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER (S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT; 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION ( SEE PART IV.E. INSPECTIONS AND MAINTENANCE) ; 3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND COVENANTS 0 Q , 4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS EROSION PREVENTION (PART IV.B) THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, THAT MINIMIZE EROSION HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES, SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E. ARE COMPLIED WITH. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. POSSIBLE T ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS 0 LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT FENCE, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL (PART IV.C): SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. a. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. b. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4, A. THROUGH C. c. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTYrrOWNSHIP/MNDOT ENGINEER) VERIFYING THE NEED FOR REMOVAL. THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP OR AVAILABLE WITHIN 72 HOURS UPON REQUEST. WHEN WRITTEN CORRESPONDENCE CAN NOT BE OBTAINED IN A TIMELY MANNER, THE SPECIFIC INLET PROTECTION CAN BE REMOVED TO ALLEVIATE THE IMMEDIATE SAFETY CONCERN. HOWEVER, EFFORTS TO OBTAIN WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. PERMISSION TO REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. TEMPORARY SOIL STOCKPILES MUST HAVE BIO ROLL OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER, VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE (OR ONTO STREETS WITHIN THE SITE) MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART WEAR). THE PERMITTEE MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.B. OF THIS PERMIT. DEWATERING AND BASIN DRAINING (PART IV.D): DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEATHING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. INSPECTIONS AND MAINTENANCE (PART IV.E) THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES THE CONTRACTOR SHALL AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER AND WITHIN 7 DAYS AFTER THAT. CONTINUE INSPECTION ACTIVITIES UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SHALL PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND INFILTRATION AREAS. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY MODIFY THE SWPPP IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THIS MODIFICATION MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION UNLESS OTHERWISE REQUIRED BY THE TERMS OF THE PERMIT, LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. INSPECTION REPORTS MUST BE KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF THE SWPPP FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PROJECT. SEE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR SITE SPECIFIC INSPECTIONS AND MAINTENANCE REQUIREMENTS. POLLUTION PREVENTION MANAGEMENT (PART IV.F): THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY (MPCA) DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEWATER PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER THE GROUND IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THEG ROUND AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. CONCRETE WASHOUT MAY ALSO OCCUR OFF SITE ACCORDING TO THE APPROPRIATE REGULATIONS. SPILL PREVENTION PLAN: ALL SPILLS SHALL BE IMMEDIATELY CLEANED UP AFTER DISCOVERY. THE SITE SUPERINTENDENT, WHO IS RESPONSIBLE FOR DAY-TO-DAY ONSITE CONSTRUCTION OPERATIONS WILL BE THE SPILL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IMPLEMENTING CLEAN UP PROCEDURES, POSTING CLEAN UP RECOMMENDATIONS, AND ENSURING PROPER CLEAN UP TRAINING OF APPROPRIATE PERSONNEL, SANITARY AND SEPTIC WASTE: SANITARY/SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED INA NEAT AND SANITARY CONDITION FOR THE USE OF THE CONTRACTOR'S EMPLOYEES. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT SANITARY WASTE FROM PORTABLE UNITS. FINAL STABILIZATION (PART IV.G) THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE ACCORDING THE DEFINITIONS IN THE NPDES GENERAL PERMIT PART IV SECTION G. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (N.O.T.) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR WITHIN 7 DAYS AFTER SELLING THE SITE OR PORTION OF THE SITE (THAT HAS NOT UNDERGONE FINAL STABILIZATION) TO ANOTHER PARTY. A COPY OF THIS NOTICE OF TERMINATION / PERMIT MODIFICATION FORM MUST GO TO THE NEW OWNER. THE ORIGINAL CURRENT OWNER MUST PROVIDE A SWPPP TO THE NEW OWNER THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) AND SWPPP PLAN SHEETS FOR FINAL STABILIZATION MEASURES Minnesota Pollution Attachment A: -` Control Agency 520 Lafayette Road fold, Construction SWPPP Template St Paull, MN 551554194 Stormwater Pollution Prevention Plan (SWPPP) Template To comply with the General Ston rwater Permit for Construction Activity D"Tys Slomwaer PrdWlbn PreueNun Pon Construction Activity Information Project some: CHANHASSEN GREAT PLAINS CENTER Project location (BrieM descdba whons activity occurs. Include address ifavaffable.) Addressor desc;be area: 7905 GREAT PLANS BLVD. City or Township: CHANRASSEN Snub: MN Zpeade: 55317 I bWN Aongtudeofappronmabcentredofprged: 441)31'35.&ENr,93D3F492E'W M whdd & cdlectim of Iw;WtleAmgiWda: ❑ GPS x Onfnetod OUSGS Topographic hasp 3caleused: 1"= 1 W All ate, where construction will occur'. CHANHASSEN All counters where construction all Occur: HENNEPIN At townships where construction will occur. WA Project size haminbu d acrestt, be dlsturta l: 49414 BE (1.13 ACRES) Project We: ❑ Residential ® CammecieUlndmMel ❑ Road mndmction ❑ Rmicarml and road construction ❑ Other (desrnbe): Cunuml references surface: Existing area of impervious surface: 0.5 (to Me neared quarter acre) Post construction area of Irrpervious surface: 0.75 (to the nearest Warner ase) Renewingwa s •' (mPared wabr N fha bllavmppP9u�r0s) ordressajaj. pbs➢lwua. 6,Rlpily, dssWed oxlgen, oro'orbimrrerrrrem; TRAINING (PART III.A.2) DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 SEED NOTES (PART III.A..4.A) ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED - TEMPORARY SEED SHALL BE MNDOT SEED MIX 100 FOR WINTER AND 110 FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH - IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES 3:1 (HORIZNERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS PERMANENT SEED MIX NIA General Construction Project Information Obscure the construction activity Hata,.11 be Lurk general timeline, etc). PROJECT IS A REDEVELOPMENT OF A GAS STATION SITE INTO A COMMERCIAL RETAIL SITE WITH SURFACE PARKING THE OVERALL TIMEFRAME 1512 MONTHS. Descdbe ail types found at Me Project THE SOILS ON THE PROJECT ARE SANDY CLAY General Site Information III.A I Describe the bcwion and type of all temporary and permanent erosion prevention and sediment control Best Management disclose (BMPs). Include Ne timing for;neblbhon and procedures used to mewhah addruw al temporary Elapses necessary. (III A4.a) THE PROJECT WILL BE PROTECTED BY 2 MAIN BMPS, SILT FENCE. AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT HALL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMPS SUCH AS EROSION CONTROL BLANKET AY BE UnLIZED. 2. Attach tothis SAPPP a table with the anticipabd quantities for Me lAe of the project for all erosion rewarder, and sediment control BMPs III. A. 4.b SEE SWPPP PLAN FOR QUANTITY TABLE ( ) 3, Attach do this SWPPPa site map thathoudes the following features(III. A. 3. b-0 SEE SWPPP PLAN • Feeling and final grades including dividing lines and direction of flow for all pre and werhoondrupfion srormwaer m off drainage i areas (coated within the mhs. ll types ti • Locations Of mpemous surfaces and soil types. • LocationsOfnot of phased constr cti • Location oc Urfa of areas of phased c webortion • All refffroe watMe site rdetliabl aedands such norolefro75 z. protect onntte quadrat maps r equivWIR alent) Wherewourraarri surf mnors faces Me site off associated sucn as USGS ].5 minute can Me kmssot viva Wheresurfacewin ( es q 9 P eq ffirN waters receding runoff assodaon wM construction a orbs wfil not fit on the plan sheaf May must be Menfiffed wtth an arrow. Intllratlng boM direction antl didanm to the surtaw voter. Methods to be usdd for final stabilization of all exposed soil areas 4. Were stonreverer mirgation measures request as the hour of an environmental,archaeological, or other required local, state, cr federal review of the projad? LI Yes ON. If we, describe howthese measures were ware and in me SWPPP. (111 A 6.) NIA 5. Is the project boated in a karst area won that a ideonal measures would be, necessary m protect drinking water suppy rmnagedowe areas as desa;bed in Minn. R. chapters 7650 and 7080? E] Yes ® No If yes, describe the addhional measures to be used. (III A.7) 6. Does the sffi diwharg e b a mkareous ten listed In Minn. R. 70.50.0180 su 8. b.. Yes No by ❑ If was, a letter of approval from the Minnesota Department of Natural Resources must be obtained prior to application for this permit. (Part 1 BB and Pan IIIA. B) 7. Does Me we discharge to a water that Is Isted as Impaired for the following poqubw(s) or slrandec )'. phosphorus, turbil dissolved oxygm or biotic impairment? Use the Special and Implied Waters Search Tool aL wwwface, &ate.con.usrveter/stornrrater/srormmafir-c. html. ❑Yes ION. If. skip M Training. Does Me impaired water have an approved Total Maximum Daily Leads (TOOL) with an Approved Waste Lmtl Allocation for construdson activity? ❑ Yeas I& No If yes' a. List Me receMng wafer, the areas of Me site discharging b k and the pollutants) continued in the TMDL. b. Lstthe BMPs and any other specific construction stomiweter heated implementation whereas identified in Me TMDL If tie die has a discharge point world one mile of Ne impaired Water and the water flaws M the Impaired water but no specific wmw.pca.state.mn.us 651-296b]fp . Ma 52-3964 TTY 6513a2-SI52ar aW85I-3854 AwiUbbin Mteretfyefanate w,,O.2-12 . 4/13/09 AREAS AND QUANTITIES (PART III.A.4.B&C): SITE AREA = 49,414.5 SF (1.13) ACRES ON SITE DISTURBED AREA = 1.13 ACRES OFF SITE DISTURBED AREA = 0.05 ACRES TOTAL DISTURBED AREA = 1.18 ACRES EXISTING IMPERVIOUS AREA = 0.56 ACRES PROPOSED IMPERVIOUS AREA = 0.74 ACRES NEW IMPERVIOUS AREA =0.18 ACRES QUANTITY OF SOIL TO BE MOVED ON SITE = ,1,000 CY SILT FENCE = 1,600 LF INLET PROTECTION DEVICES = 7 EACH EROSION CONTROL BLANKET = NONE TEMPORARY SEED & MULCH = 0.5 ACRES (IF NEEDED) ROCK CHECK DAMS = NONE OWNER INFORMATION OWNER: CAMELOT CONVENIENCE & QUALITY FUEL & FOOD 3. Far drainage or diversion ditches, describe practices to nabdue the normal wanted perimeter within 2W IIdeal feet of the ro edge or int of discharge M surface Water. The remaining portions he tem property 0 Po ge ngW onstr[ poet hpermanenttchhsSwale mus[ be ilystabilized within ly days atter connecting m surface waters and construction in that portion of the ditch has temporarily or permanently ceased. WA 4. DescnWe er erodon Wrenn pmctices (Ist and desaibe). OTHER EROSION CONTROL PRACTICES INCLUDE BUT NOT LIMITED TOO; MINIMIZE SITE EXPOSURE WHEN Sediment Control Practices (IV.C) andsom sedmenlcmAol minimusused to/mini p colza sediments ham entering wrtace seaters,lwlutling sorb and gutter systems and dorm drain inlets. At a minimum, these sediment control practices mud include: • Sediment commis for temporary or permanent drainage ditches and sediment basins Nat are amigned as part of treatment system • I ndaketion of check dams or other grade control practice[o ensure show flow ant prevent fills (for skps lwil greater Man 75 feet with a grade of 3:1 or steeper). • Sediment control aotices on all down pr gratlieni penmeters pram to land tlisWrbng activities. • Stam drain inletP romction for all inlets. g or er ol ng • Minimci vehicle &M1backin men, mments (r g , ,Bone bads chi soil stockpiles. • Minimize sweeping tracking of sediments (eq., stone pads, mncrwe or steel wash racks, or equivalent sydems). • Sweet sweeping omemon bases ha • Temporary sedimentation basins ism Pan III B) THE PROJECT WILL BE CONSTRUCTED ALL AT ONETIME AND ALL APPROPRIATE EROSION CONTROL MEASURES WILL BE IN PLACE. SILT FENCE WILL BE INSTALLED PRIOR TO CONSTRUCTION AS WELL AS INLET PROTECTION DEVICES. Dewatering and Basin Draining (IV.D) 1. Will Meproject include dewshering or basin dminn ❑ Y ®N o 2. It yes, describe BMPs used w the discharge does not adversely affect the receiving water or downstream landowners Additional BMPs for Special Waters and Discharges to Wetlands (Appendix A, Parts C and D) 1, Special Waters. Does your project discharge to special w onsual ❑ Yes ® No 2. If proximity to bedrock or roadprojects wh re Me lack p ximRy s,a of right a gra pied mad the installation s, any of ch permanent priorvto dis management practices Men older hat Omer hmegraced swavid smaller ponds, or grit chambers is required prior to disd,arge to surface waters. Describe what oMer treatment will be provided. WA 3. Describe erosion and sediment controls for a.,.dsell areas Win a continuous poobve dope to a special waters and temporary sediment basins for areas that dmin five or more acres disturbed at one rima. 4. Describe the undeturbes buffer zone to be used (not less Man 100 linear feet from Ne special velar) NIA 5. Describe how the permanent dormwater management system Will ensure that the we and post project runoff rate and volume from the 1, and 2 -year 24-hour precipitation events Terrains the same. WA S. Describe how *a permanent stammererm naement xsystemwdw will events, any increase in the bmperaNre Of trout stream renewing waters resumng in to 1, and 2 -year 24-hour predpAatlon awards. NIA 7. Wetlands. Does your project dscharge stomwwer with Me potential for legnifbant adverse impacts to a wetland(e.g., WWW.psa.stam.mnls 651-2% safe . BpJ-65L3969 - TTY651362-5332or8W-657-3964 • Ava11a,tainaltema6xfweNh w4ssrm2.12 - 4113/09 Iw'19 ai , AV% i G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com W W I HEREBY CERTIFY THAT THIS PLAN, FaaaZ conversion Wanaturalwxllandloadonnaaterpand)? Oyes ®No SPECIFICATION, OR REPORT WAS Dates ofconstruction Brieflydescribewheremndrucbon addity occurs. Include address davailable) SWIPPPanddnplemented(IIIA.7). The additional BMPe only applyto Nam portions& the projectmaddrain to direct to idarthi discharge po;n6. If Yes describe the w&Iand coli Hon that v�Al be fdbaed in wvlh Part Def ga sequence Appendix A. W V CY)J -)O J o O /w) U L0 CW SUPERVISION AND THAT I AM A DULY LL W Z GZ _ Q LLI r^ W LLI � LL. J co Q � H - /� (L S Q Describe eoed rues to routinely inspect the construction site _J 1 e r a O Q U Z Business or firm name: NHH CHANHASSEN PARTNERS LLC W > W U M m CO /^ Z LU ^ V Z Q LLJ Z d Z Z Mailing �- Q ° C CO W = I- O Cl � 0 U w Q 2= to_ 2 U Z Ma esu R. Pavek Z State: MN Zlpaces, 55401 Attach to the SWPPP: H T ULIQ U DATE 3/21/14 LICENSE NO. 44263 E -mal address: ADAM0NHHFROPERTIES.COM Telephone. (6121-71&9052 CL wweyca.Vatium,.us • 651-2964300 690457-864 Mal-703332w6p0 -3•il IplableMtllematNe brmats wmvwicnMe.mn.us 651.296b30o 9011857-3&64 1Tw651-2R-5332af6W457-3861 • Ave461e%&%Mat fOr ti vmw.lua.sl#e.mean 651.296,6330 9m,657864 AvaR&uineltemativi,fwreU wwvpoliWPe.mnaS 651 2% 6" M-6573864 TLT 651 2ffi-5332 or &00,65)3966 AVAlap41n a1[ematNe mommas wqunn2 12 . 4/13109 Wq.rtu l-12 • 4113199 oflim11-Il • 4113/09 W etrm2-ri . 4113103 C5.1 I HEREBY CERTIFY THAT THIS PLAN, RON for construction are Identified in the TMDL. Me additional BMIin Appendix A(C. t and C. 2) must be added to the conversion Wanaturalwxllandloadonnaaterpand)? Oyes ®No SPECIFICATION, OR REPORT WAS Dates ofconstruction Brieflydescribewheremndrucbon addity occurs. Include address davailable) SWIPPPanddnplemented(IIIA.7). The additional BMPe only applyto Nam portions& the projectmaddrain to direct to idarthi discharge po;n6. If Yes describe the w&Iand coli Hon that v�Al be fdbaed in wvlh Part Def ga sequence Appendix A. PREPARED BY ME OR UNDER MY DIRECT Conatrudial start tlab 1/1/2013 Estimatedcompletiondate: 1/112014 WA SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Contact Information Training (III.A) Inspections and Maintenance (IV.E) UNDER THE LAWS OF THE STATE OF Owner of the site Training is required for at permitted projects after February 1 201. It must be provided by entities war expartiw in erosion Describe eoed rues to routinely inspect the construction site MI NE$OTA. prevented semen, central or permanent dornewwor managerial Training must be focused on Me inM;duars job duties as they Business or firm name: NHH CHANHASSEN PARTNERS LLC relate to the penmlr requirements (POLL 111 A. 2). No mud be tm;ned7 . Once every seven (7) days du ring active cmetruclon and, ✓ Indrvdua)(s)pwparing Me SW PPfor Meprojed Within 24 hours after a rainfall event greater Nan 0.5 inches in 24 hours, and within seven M days after Mat. Owner name. ADAM SERAPHINE TRIe-. OWNERIDEVELOPER ✓ Individuals o.erseein thei implementation of, revsin and amending the awl and intlmduale pertorm;n O 9 cop g 9 9 Inspections mud Indutle stabil¢ed areas, erosion prevention and setlimero comma/ BMPs, and Infiltration areas. Mailing bytheperm inspections ;mit tltlress: 31]2N°AVENUE S SUITE too ✓ Indrvkluals Worming or supervising me installation, maintenance or hepar of Flaps I INSPECTOR WILL FOLLOW REOUI REMENTS SPECIFIED ABOVE AND FI LL OUT 'ATTACHMENT B - INSPECTION REPORT' Ma esu R. Pavek City MINNEAPOLIS State: MN Zlpaces, 55401 Attach to the SWPPP: DATE 3/21/14 LICENSE NO. 44263 E -mal address: ADAM0NHHFROPERTIES.COM Telephone. (6121-71&9052 Names of Me permnnel trained made of training, name of instructions) and entry providing training, content of training course or workshop (including number of hours of training) Pollution Prevention Management Measures (IV. F) Contact name: SAME AS ABOVE _..__ TAle: SEE SWPPP PLAN 1. Describe pradicesto properly manage and dispose Of solid waste, Including trash OVE.1). ISSUE/SUBMITTAL SUMMARY Mailing add.,ALL CONSTRUCTION DEBRIS AND SOLID WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING Selection of a Permanent Stormwater Management System (IILC) TO LOCAL AND STATE LAM - DATE DESCRIPTION City. stale: zip coda: 1. Will Me project create anew cumulative im rv,ous surface greater than or equal to one acre? pe ®yes❑No Z Descnbedmammsbproperlynanagehazardousr rias(IVF.2). 10-413 SITE PLAN REVIEW_ E -mad address'. Telephone: If Ws, a water quality volume of me hal inch Of runle off from this area must be treated before aving Me Anne or entering HAZARDOUS WASTE WILL BE APPROPRIATELY 0ISPOSEDOF OFF SITE ACCORDING TO LOCAL AND STATE ALLAM 12-5-13 CITY COMMENTS Contractor (Person who will oversm Implementation of the SWPPP) sun. waters P. inch A d,.bh.,,, M spadal waters). Oem 3. nbeecL' Wbrexmrnalweshing&trucksaMO ermmtmcdanvehides(IVF.3): �2-2D'13 BID SET 2. Desodbe which method will be used to treat runoff from ML e new surfaces created by the project(IIC)'. 1-03-14 #1 Business or firm name: We sedimentation basin -AU. CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE. -ADDENDUM Ownne: er am Title: Infiltrateopitra[bn 4. Describe how are you gong to provide a safe, lake proof concrete washout on am (IV F. 4): -. 2-6-14 -P - ERMIT SET Manes • Regional pontls ALL CONCRETE wnsHour SHALL OCCUR OFF SITE. _32114, PRMIT COMMENTS address Combination &practices Include all calculations add desgn Information for the method selected. See Part IILC &the pwmdfor specific requirements 5. Describe your spill prevention plan: -__ - City SIMe: MN Z' code: associated With each naMod. EMPLOYEESWILLBETRAINEDIN TECHNIQUES DESIGNEDTO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT E-mail address Telephone. FILTRATION SHALL BE CHECKED FOR LEAKING. Contact name: Tire: 3. Ifh,s not feasible to mew the Veatment requirement for Me Water quality volume, aescabewtey. Thscen;ndudeproximity to bedrock or road projects where Me Lek of nght of way prxludes Me -n unrelated of any permanent domnvater nanagenan[ 6. Dewribe measures to adtlress sanrta ant ry septic wade: ---- '" - Matting atldress: pmctpee. Describe oto other treatment we as grasses, swa es. smaller g ponds, or grit chambers, wall be inpbmented to SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FAQ LRIES MAINTAINED AS -- - - - treatrunotpnorbdachargebsurtace waters. (11 1,C) NEEDED BY SERVICE PROVIDER. City: Sum'. MN Zip mtle: _.. E -mall address: Telephone. N/A Final Stabilization (IV.G) 1. Ifpropodnganakematbercethodbtreat runoff from Menew impervbuswrfaces,describe howthisatwnativewillachieve REVISION SUMMARY approximately 80 p ,.m removal & total suspended scalds on an ani cal average baste (111 C.5). Describe how you will achieve final ebbil;zaton of the she (IV CIL Party responsible for long-term operation and maintenance of the permanent Stornmffier Management System Note: Ifpropearganahernatremwhdd, youmustsubMtynur SV PPMMPOAalleastWdaysprlormthesmhingdamd FINAL STABILIZATION WILL BE ACOMPLISHED WITH PAVEMENT SOD AND LANDSCAPE MATERIALS DATE DESCRIPTION Business or firm name: SAME AS OWNER the construction activity Owner name. Tire: N/A Records Retention (III.D) "--" - -----"-"" Mating Erosion Prevention Practices (IV.B) Oewr;be your record rwenWn procedures (must be kept al the she/ (IIID). Records crust;nclud e: City State'. Zip code: 1. Describe constructed phasi ng, vegetative buffer strips, horizontal slope grading ,and Other construction pradices to minimize and any Coy erosion. Delineate areas not to ba disturbed (e.g., wM hags, Bakes, sgns, dfl fenm, etc.) [afore work begins opf llcanes 9 ddcurradon( ) E-mail address: Telephone: Inspection and maintenance records ___ -- THE PROJECT WILL BE CONSTRUCTED ALL AT ONE TIME AND ALL APPROPRIATE EROSION CONTROL MEASURES Permanent operation and ma;ntenmbe agreements Contact name: SAME AS OWNER Tire WILL BE IN PLACE. SILT FENCE WALL BE INSTALLED PRIOR TO CONSTRUCTION AS WELL AS INLET PROTECTION Calculations for the design &temporary and permanent stormmeter management systems - DEVICES. Mailing ALL RECORDS INCLUDING THE SWPPP PLAN. SWPPP ATTACHMENT 'K AND THE INSPECTION REPORTS address: 2. Descnbetempomryedosionprotedin d wsrdzne&coved Used for upwand antl. All exposed soil areas Trust be stabilized as "ATTACHMENT B" SHALL BE KEPT ON SITE IN THE CONSTRUCTION TRAILER IN A BOX LABELED BWPPP. soon as posdble, but in he case bier Man 14 days after the comtruni on activity in that portion d Me she has tempomnly or City _ Sate Zip cede: permanently wid IV R2), SWPPP E-mail address: Teleptwne: TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION CONTROL BLANKET WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. O F 21 wweyca.Vatium,.us • 651-2964300 690457-864 Mal-703332w6p0 -3•il IplableMtllematNe brmats wmvwicnMe.mn.us 651.296b30o 9011857-3&64 1Tw651-2R-5332af6W457-3861 • Ave461e%&%Mat fOr ti vmw.lua.sl#e.mean 651.296,6330 9m,657864 AvaR&uineltemativi,fwreU wwvpoliWPe.mnaS 651 2% 6" M-6573864 TLT 651 2ffi-5332 or &00,65)3966 AVAlap41n a1[ematNe mommas wqunn2 12 . 4/13109 Wq.rtu l-12 • 4113199 oflim11-Il • 4113/09 W etrm2-ri . 4113103 C5.1 NOTES 1. Shape of back of buttress No. 8-5160Provide Valve Stem Risers To Within 6" Of The Surface may vary as long as paured 22' 1/2' against firm undisturbed 45' BEND earth. 2. Dimension C1,C2,C3 should BI be large enough to make B2 angle 0 equal to or larger B3 an 45'. 3. Dimension A1,A2.A3 should V-5" be as large as possible 1'-5" without interfering with 4" MJ bolts. 4. 0 = 45' Minimum. S. Place polyethylene between 2'-e" concrete & pipe. 6. All bends & fittings shotl 1' 10" be restrained with Megalugs 2 D thrust restraints or equal 21-6" 9 - See Tate 4 -. . /< PLAN 90' BENDS CONCRETE SHAI IN CONTACT M THIS QUADRANT OF PIPE tl - PLAN 45' BENDS B _ see SECTION A -A PLAN 22 1/2' BENDS CONCRETE THRUST BLOCKING REVLgD: 2-08 ENGINEERING DEPARTMENT PLATE ND.. FILE NAME fir. C SPECS 1002 1 002 HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY MARKER TO BE 5 FOOT IN LFNCiH SPRING MOUNTED FOR SIDE MOUNT APPLICATION. RED &WHITE IN INSTALL MAGNETIZED COLOR REFLECTIVE FIBERGLASS CONSTRUCTION TRACER BOX (SNAKE PIT) AS NEEDED PER DETAILS EXISTING OR FUTURE 5550.5501,5502 CURB OR GUTTER UNE HYDRANT VALVE BOX STREET 24" MIN. 2.01' 33 2 1 HYDRANT SHOE AND IRARREL SHALL BE a AS(RED PLASTIC WRAPPED TYPICAL PER SECTION Z03a. v, i r f 6 5 I I CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 8"818"X5 CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT AJ TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 L1. THE DE ERMAIN NT MARKER. 4. HYDRANTS INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGAI TOGS MECHANICAL BLE RESTRAINT. 6. ALL HYDRANT H R PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2N' PER FOOT OF HYDRANT: 7. HYDRANTTO BE SECURELY COVERED 'MIH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS IS OUT UTO OF SER�VICgE. Idl l OF TYPICAL 0 HYDRANT mum INSTALLATION RENSED: 3-13 ENGINEERING DEPARTMENT �TC No.. 1004 FILE NYIEG: SPECS 1004 DRQP LID7,5' WA1£R Tyler Mueller BUTTRESS DIMENSIONS Bibby -Ste -Croix No. 8-5160Provide Valve Stem Risers To Within 6" Of The Surface PIPE 22' 1/2' BEND 45' BEND 8.0' COVER 90' BEND/TEE SIZE BI 01 B2 D2 B3 D3 6" 1'-5" V-5" V-5 1'-5" 2'-1"l'-6" 4" 8" i'-5" 1'-5" 2'-1" 1'-fi" 2'-e" 7'-0" 12" V-10" 1' 10" S-4- 2 D 4 9' 21-6" 5 12 26 2 3 0 6 2' V-6" 20" 3'' 6" 2'-8" 5'-6' 3 4 B -4" 4'-0" 24" 4-4" 3'-0" 6' 10' 8-10 9' -Il 5'-0' 30' 14 - 9'-3" W-0" 17'-0 6'-0" PLAN 90' BENDS CONCRETE SHAI IN CONTACT M THIS QUADRANT OF PIPE tl - PLAN 45' BENDS B _ see SECTION A -A PLAN 22 1/2' BENDS CONCRETE THRUST BLOCKING REVLgD: 2-08 ENGINEERING DEPARTMENT PLATE ND.. FILE NAME fir. C SPECS 1002 1 002 HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY MARKER TO BE 5 FOOT IN LFNCiH SPRING MOUNTED FOR SIDE MOUNT APPLICATION. RED &WHITE IN INSTALL MAGNETIZED COLOR REFLECTIVE FIBERGLASS CONSTRUCTION TRACER BOX (SNAKE PIT) AS NEEDED PER DETAILS EXISTING OR FUTURE 5550.5501,5502 CURB OR GUTTER UNE HYDRANT VALVE BOX STREET 24" MIN. 2.01' 33 2 1 HYDRANT SHOE AND IRARREL SHALL BE a AS(RED PLASTIC WRAPPED TYPICAL PER SECTION Z03a. v, i r f 6 5 I I CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 8"818"X5 CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT AJ TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 L1. THE DE ERMAIN NT MARKER. 4. HYDRANTS INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGAI TOGS MECHANICAL BLE RESTRAINT. 6. ALL HYDRANT H R PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2N' PER FOOT OF HYDRANT: 7. HYDRANTTO BE SECURELY COVERED 'MIH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS IS OUT UTO OF SER�VICgE. Idl l OF TYPICAL 0 HYDRANT mum INSTALLATION RENSED: 3-13 ENGINEERING DEPARTMENT �TC No.. 1004 FILE NYIEG: SPECS 1004 DRQP LID7,5' WA1£R Tyler Mueller Minimum cover required No, 6860 No. N-70361 over top of water main. Bibby -Ste -Croix No. 8-5160Provide Valve Stem Risers To Within 6" Of The Surface -�Ir m Voriae If The Distance From Natural Ground to pipe The Tap Nut Of The Valve To 8.0' COVER The Surface Is Greater Than 8'. Grade TOP Tyler No. 6860 26" Mueller No. H-10361. 26" -Ste-Croix No. V802 7"Bibby EXTENSION Tyler No, 58 14" No. 59 18" No. 60 24" Mueller No. 58 14' No. 59 20" Bibby -Ste -Croix V8520 No. 57 9" VB521 No. 58 14" VB522 No 59 20" V8523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. V8516 60" 80" Valve and Box to be plastic wrapped P PP Per @L+SE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12' of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base Gate Valve Adapter: 1/4" Steel With Protective Coating, 1/2" Rubber Gasket Installed Between The Cote Volve And Gate Valve Adapter. Mueller or American Flow Control Resillont Wedge Valve LConforming in to AWWA C-515--515-80 Standards With All Stainless Steel Nuts & Bolts. 18"X1.8"88" Concrete Block QIJOF TYPICAL GATE VALVE AND BOX INSTALLATION REVISED: 2-011 PLATE NO.: ENGINEERING DEPARTMENT I 1006 Fllf NAME C G SPECS 1006 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE Of BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE: ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE". AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR .MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. Off RESTRAINED PIPE REQUIREMENT FOR DIP REWsmz-oeENGINEERING DEPARTMENT PLATE No.' FILE NWE:R C SPECS 1011 1011 CL VARIABLE PL FENCE POSTS z_ z WYE PLUGGED EN a C1/8 BEND a1 6" PVC SDR -2£ PIPE MM. SLOPE 1/4" ER E00T vu J 2"X2" MARKER--' 7SANITARy/2 PIPE DIAMETER MIN. SEE NOTE 2. SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). WIN TYPICAL SANITARY SEWER SERVICE 0 REVISM3-o9 ENGINEERING DEPARTMENT PLATE No.. 2001 FILE NAME G G SPECS 1 Use MNDOT 3149.2A Granular Borrow I VARIES `^ Use MNDOT 3149.21H Course Filter on i (Pipe Foundation j Material Required). The bottom of the trench shall be Sto fit the pipe bowel for at least 50% of the outside diameter Pipe Dia. x 0.5 Min. "'Dia" Denotes outside diameter of pipe NOTES 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill Shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate, QII9 PIPE BEDDING Sm I IN POOR SOILS REVISED.t to ENGINEERING DEPARTMENT PLATE ND.. FILE NAMED G SPECS 01 1 2201 Compacted Normal Fill - Material, Compacted to 7.0' COVER Proctor Density -�Ir m Voriae 7.5' COVER Natural Ground to pipe NOTES, 8.0' COVER in the pipe zone, pipe bedding and backfill shall be used as shown on PIPES SIZE 22.5 45 90 END 22.5 45 9Q DEAD END 22.5" 45 90 " DEAD END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 53 5 11 26 61 20" 7 1 15 1 35 80 7 14 34 1 77 6 13 32 75 24"fi021 IAtT R�111 95 8 16 40 92 8 16 38 89 30" ENGINEERING DEPARTMENT -15215 Nn:caT a Pro" I FILE NAME G: ENG SPECS 5215 117 10 20 48 113 9 19 46 109 36" L50 138 11 23 57 133 11 22 54 129 42" 159 13 27 65 153 12 26. 62 148 48"179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE". AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR .MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. Off RESTRAINED PIPE REQUIREMENT FOR DIP REWsmz-oeENGINEERING DEPARTMENT PLATE No.' FILE NWE:R C SPECS 1011 1011 CL VARIABLE PL FENCE POSTS z_ z WYE PLUGGED EN a C1/8 BEND a1 6" PVC SDR -2£ PIPE MM. SLOPE 1/4" ER E00T vu J 2"X2" MARKER--' 7SANITARy/2 PIPE DIAMETER MIN. SEE NOTE 2. SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). WIN TYPICAL SANITARY SEWER SERVICE 0 REVISM3-o9 ENGINEERING DEPARTMENT PLATE No.. 2001 FILE NAME G G SPECS 1 Use MNDOT 3149.2A Granular Borrow I VARIES `^ Use MNDOT 3149.21H Course Filter on i (Pipe Foundation j Material Required). The bottom of the trench shall be Sto fit the pipe bowel for at least 50% of the outside diameter Pipe Dia. x 0.5 Min. "'Dia" Denotes outside diameter of pipe NOTES 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill Shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate, QII9 PIPE BEDDING Sm I IN POOR SOILS REVISED.t to ENGINEERING DEPARTMENT PLATE ND.. FILE NAMED G SPECS 01 1 2201 Compacted Normal Fill - Material, Compacted to 95% of the Standard Proctor Density -�Ir m Voriae - I 11 I -fl I it -T 11 111 -MIF -1 (- Shaped Natural Ground to pipe NOTES, 1. When existing sail conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for of Least 50% of the Outside Diameter. (IffOFI PIPE BEDDING Minimum of 2-2", IN GOOD SOILS maximum of 5-2"Varies RCP & DIP ReASED:1-to ENGINEERING DEPARTMENT Pelt: NO.. 2202 FILE NMIEG G SPECS 202 AV (Compact -Backfill 12.. ++ + + + + + + ++ + + + + + + + + + + + # + + + + a + + + + + + # + e + +i+ + Aifrr + + + + + + + + + + ++ V Embedment + ++•+++++++++ Bc.9++++ + Material BCF 6.. + + + + + + + +141 / / / Foundotion - If Required (see Note 1) "Do" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 31492H course filter aggregate. 2. P.V.C. bedding shall be MOST 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 107. passing a NO. 200 sieve. WIN BEDDING 'm FOR P.V.C. PIPE REVISED: 2-10 ENGINEERING DEPARTMENT PUTE No.: FEE NAME, G: NC SPECS w I 2203 . ` • - •...... FINAL- GRADE ' b TRENCH I MINIMUM 6" SAND FILL -3" MINIMUM RIGID STYROFOAM T SAND HILL INSULATION VARIES NOTE, PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULA O TI N HA OVERLAP AT SEAMS BY MIN. 12". SHALL COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' 1d11OF INSULATION DETAIL REMSm:t-10 ENGINEERING DEPARTMENT 2205 FILE NWE:G: G SPECS 2205 NOTE. 1- V Grate Shawn _ 2- VB Grate Shown shall be used at all tow points. Face of Curb Direction of Flow L.uu�uuu uuu PLAN N Catchbosin costing and grate Neenah NEENAH R-4342 GRATE OR R3067 -V or equal"Ja Grate to be 2" below 3" radius curb box.gutter grade. p ll 5 transition curb on each C W side of catchbosin. Precast concrete or v®. HOPE adjusting rings.Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2"Varies VAR, VM. Y n AM a r Mw. vaE concrete adjusment MIN. 1/4" MOREAR BETWEEN RINGS & RE. TM COLLAR (TYM) rings allowed with 1/4" Q 5. 3' minimum to 1/2' bed of mortar NRB N vAR. Reap .. �- between each and a 3" Grout 6" thick concrete collar ,'. ',: c-,. .. •, , "` 6a.02 Fr %rr NAY.Q ' CO Z on the outside. 27"pIA REINFORCING TO CONSIST OF 5• p4 BARS AT 8' 0.4 BOTH WAYS = D.To /"T AM Max %P. PTA" MA 6"Min, base Doghouses shall be E grouted on both the inside SECTION Q and outside. W 3 Steps shall be provided in all Catch basin/manholes and storm sewer manholes. 2. Ousting to be totally encased in concrete curb section. to 0 3. No block structures are allowed. NOTES: 4. No wood shims are permitted in the adjusting rings. TO COMPLY MRI THAMERICANS W1H DISABInTEs ACL FDA ALL STATE AGENCIES ARE REOUTRUTT TO OTEw THIS STANDARD PLATE. ON STORM SEWER CATCH BASIN muter 2' X 3' RECTANGULAR REVISED. 2-10ENGINEERING DEPARTMENT PLATE NO.: 3101 FILE NMAE G: C SPECS 3101 N'/TE Surmountable Curb & Gutter to be transitioned into a 8618 type at catchbosin. catchbosin Fr e &Grate Neenah R-30bgT_ V or FI VB Grate. r r r �fi` foo Vic_ A� 5 �! �s - r o� Natchbosin to be depressed 2" below design gutter line grade. Neenah R -3067 -VB shall be used f F lei all low points. tp os r� O� r< Surmountable Concrete Curb & Gutter 2 (j4-60"Long Rebars Each way ISOMETRIC No Scale 5' Min. Transition Top of Curb Design gutter lin SECTION A -A No Scale .6 5' Min. Transition o W C: C a X -- 227- 2-#4-60" LONG Rebars Each way Frame &Costing CURB m�yQ� CONSTRUCTION AT CATCH BASIN RENSEfY.7-10 PLATE ENGINEERING DEPARTMENT NO.:3106 FILE NWLG C SPECS 3108 EXISTING BITUMIQUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) L 2" MNOOT .2350 TYPE LV4 WEAR (B) TACK COAT 2h" MNDOT 2350 TYPE LV3 NON -WEAR (B) 12" MIN CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" E31TUMINOUS PATCH. 2, MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR. TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. MNDOT 235011 -ORDINARY COMPACTION METHOD REQUIRED. miff TYPICAL STREET am=PATCHING BITUMINOUS F�IIEISENWE G\ENG\SPEC$\5202A ENGINEERING DEPARTMENT PUTS No'. 5202A SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR (TYP.) GATE VALVE 12" MIN. EXISTING 81TUMIOUS SURFACE ri/4" ABOVE CASTING .\ L 2" MNOOT 2350 TYPE LV4 WEAR (B) TACK COAT 2" MNDOT 2350 TYPE LV3 NON -WEAR (9) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE, 6, PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QfIOF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REVISED: 2-10 PLATE NO.: FILE NWEC: ENG SPECS\52028 ENGINEERING DEPARTMENT 52028 NEENAH R-4342 GRATE OR J J IAN.NC LAxOwO L0 Lf) APPROVED. EQUAL p ll BAai DE C W CONC. ADJUSTING RINGS (2") Z v®. J LJJ MIN. 2 Wve 2 MAX. 4 6' THICK CONC. VAR, VM. Y n AM a r Mw. vaE III MIN. 1/4" MOREAR BETWEEN RINGS & RE. TM COLLAR (TYM) CU A or CURB A Q MORiAR'SNALL MEETDO Z NRB N vAR. Reap .. SPEC 2508.2B. va' N. '.•" 31" ,'. ',: c-,. .. •, , "` 6a.02 Fr %rr NAY.Q ' CO Z CttiWEX WNL( 0.a9 R./FT at MTIER 27"pIA REINFORCING TO CONSIST OF 5• p4 BARS AT 8' 0.4 BOTH WAYS = D.To /"T AM Max %P. PTA" MA D- WALLS TO BE PRECAST SECTION E a Q OR CONC. SEWER BLOCK W 3 - PRE -CAST OPENING AS REQUIRED V VAR to 0 .CON& BASE SHALL BE 6" NOTES: 1 TO COMPLY MRI THAMERICANS W1H DISABInTEs ACL FDA ALL STATE AGENCIES ARE REOUTRUTT TO OTEw THIS STANDARD PLATE. POURED IN PLACE OR 5" ANORTCAll ARE ALLOYED PRUDED THEY MEET PUBLIC RIGHTS -K -WAY ACCLUMMIlTY COULINES (PROWAC). LOCAL A@IaES ARE REWIRED RIPOGPT SIwIAR oEVCxS PRECAST SLAB SHARED -LINE PAIRS ALL RAYS DETECTABLE WARNINGS ACROSS THE ENTIRE WO P N THE PAN SSSS AD. WALL R MOF ,AM SIE CRO ARO CATCHBASIN (27" DIA.) MUf MINSING$ SE KN E W SHOALS BE USES WIM TRIAN ACCESS ROUTES at055 C PAUSC O DESIGN SPECIAL 2 STOP.ARE DUHNm AS Ae9AL.R a.. CS PER LENGTH OF RUx (As OPPOSED Ta A NoARYE SLOPE WN RESPECT 10 QPIOF TYPICAL 27" DIAMETER Qi 1/2 -INN EXPANSIW JOLT 1/2 -NCR PREFORMED JOINT FILLER! MATERIAL, MSHTO M 211 O PROVIDE A V x +' IMMUM LANDING SEE PLANS FOR PRCP04D RULNWG AGC AND OFEW SLOPE, NEITHER OF WHIN MAY EXCEED CATCH BASIN RLVSM.2-10 3O MACE ME MaLaTAHLE WARNINGS AT THE BKX OF CURB WEN ME DETECTABLE WARNING SYSTEM IS A PREFORMED RECTANGLE RACED ENGINEERING DEPARTMENT PLATE ND_ 3103 FILE WlG. C SPECS 3103 N'/TE Surmountable Curb & Gutter to be transitioned into a 8618 type at catchbosin. catchbosin Fr e &Grate Neenah R-30bgT_ V or FI VB Grate. r r r �fi` foo Vic_ A� 5 �! �s - r o� Natchbosin to be depressed 2" below design gutter line grade. Neenah R -3067 -VB shall be used f F lei all low points. tp os r� O� r< Surmountable Concrete Curb & Gutter 2 (j4-60"Long Rebars Each way ISOMETRIC No Scale 5' Min. Transition Top of Curb Design gutter lin SECTION A -A No Scale .6 5' Min. Transition o W C: C a X -- 227- 2-#4-60" LONG Rebars Each way Frame &Costing CURB m�yQ� CONSTRUCTION AT CATCH BASIN RENSEfY.7-10 PLATE ENGINEERING DEPARTMENT NO.:3106 FILE NWLG C SPECS 3108 EXISTING BITUMIQUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) L 2" MNOOT .2350 TYPE LV4 WEAR (B) TACK COAT 2h" MNDOT 2350 TYPE LV3 NON -WEAR (B) 12" MIN CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" E31TUMINOUS PATCH. 2, MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR. TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. MNDOT 235011 -ORDINARY COMPACTION METHOD REQUIRED. miff TYPICAL STREET am=PATCHING BITUMINOUS F�IIEISENWE G\ENG\SPEC$\5202A ENGINEERING DEPARTMENT PUTS No'. 5202A SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR (TYP.) GATE VALVE 12" MIN. EXISTING 81TUMIOUS SURFACE ri/4" ABOVE CASTING .\ L 2" MNOOT 2350 TYPE LV4 WEAR (B) TACK COAT 2" MNDOT 2350 TYPE LV3 NON -WEAR (9) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE, 6, PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QfIOF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REVISED: 2-10 PLATE NO.: FILE NWEC: ENG SPECS\52028 ENGINEERING DEPARTMENT 52028 CivldSite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pal Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 as ngion Ave N, Suite 210 Minneapolis Minnesota 55401 612.676.2700 vvw•w.djr-inacom W Z UJ 0 Z Q Q Z UJ Y / Q Z Q C) T U i W U a CL CL 'x' N; 1.4 MINIMUM J J IAN.NC LAxOwO L0 Lf) � Qz p ll BAai DE C W AR owlet] Z v®. J LJJ 0- Wve 2 B J ~ VAR, VM. Y n AM a r Mw. vaE III 4' D" Mini or FA VAR. CU A or CURB A Q PLAN VIEWS Z NRB N vAR. Reap .. A. wR CURB AND Oa REG' IANpNG va' N. '.•" CO ,'. ',: c-,. .. •, , "` 6a.02 Fr %rr NAY.Q ' CO Z CttiWEX WNL( 0.a9 R./FT at MTIER Z LLI SECTION A A = D.To /"T AM Max %P. PTA" MA D- Z E Q Q U W VAR, V VAR to 0 e LT'MIN ELEVATION NOTES: 1 TO COMPLY MRI THAMERICANS W1H DISABInTEs ACL FDA ALL STATE AGENCIES ARE REOUTRUTT TO OTEw THIS STANDARD PLATE. U ANORTCAll ARE ALLOYED PRUDED THEY MEET PUBLIC RIGHTS -K -WAY ACCLUMMIlTY COULINES (PROWAC). LOCAL A@IaES ARE REWIRED RIPOGPT SIwIAR oEVCxS SHARED -LINE PAIRS ALL RAYS DETECTABLE WARNINGS ACROSS THE ENTIRE WO P N THE PAN SSSS AD. WALL R MOF ,AM SIE CRO ARO DETECTABLE ARE NOT 1p STE DR PASS NNLN C¢OSS OR RESIDENTIAL. DRIVEWAYS MUf MINSING$ SE KN E W SHOALS BE USES WIM TRIAN ACCESS ROUTES at055 C PAUSC O THAT E P WING" PUSUCfS THAT ME PROVgED MIH 1RAFFIL CONTROL OENCES qi OMpTWSE POMIITTED TO gPFAATE 11HE a PUBUC ROIOWAY DES OR OPERATE WE STOP.ARE DUHNm AS Ae9AL.R a.. CS PER LENGTH OF RUx (As OPPOSED Ta A NoARYE SLOPE WN RESPECT 10 A NRB LINE CB CURB KoNT) NO SIGNAL POLES. SKIN POSTS GAME alt OTHER �1RMCTCNS ARE ALLOKD 1 R P PAIR OF TRA L. Ts n THE AM N w Qi 1/2 -INN EXPANSIW JOLT 1/2 -NCR PREFORMED JOINT FILLER! MATERIAL, MSHTO M 211 O PROVIDE A V x +' IMMUM LANDING SEE PLANS FOR PRCP04D RULNWG AGC AND OFEW SLOPE, NEITHER OF WHIN MAY EXCEED A. FT,MT As CONSTRUCTED. 3O MACE ME MaLaTAHLE WARNINGS AT THE BKX OF CURB WEN ME DETECTABLE WARNING SYSTEM IS A PREFORMED RECTANGLE RACED AT ME BACK OFA RADIAL CURB LUTE, NAND FORM ME CURB TO TILL THE CAP. DETECTABLE WARNING AREA SHALL SE 2 V MIN, IN THE IJF£C WN PERPENDICULAR TO THE GRADE BREAK AND STAJL EXTEND ONE IVT 'MOTH OF THE MLe RAMP. ® WHERE RADIAL WARMING SURFACES ARE USED OR IN OTHER CIRCUMSTANCES WERE THE EDGE M ME WARNING SURFACE IS NOT PARALLEL TO THE EDGE OF THE CURB RAMP PAM OF TRAVEL THE EOCE OF THE DETECTABLE WARNMG SURFACE SHOULD NEVER BE MORE THAN 3 INCHES ,ON THE EME OF THE RAMP Q DELECTABLE WARWO AREA SHAJL CONTRAST NBUALLY WIN ME ADJACENT CUTTER IIOMWAY, N WALKWAY, AND BE CRAY W Cpm © CREI S SLOPE OF THE RAMP MAY NOT EXCEED 002 FT./FT AS CNSIRUCTIM O MY VERTICAL LLP THAT OCCURS THE FLDw UNE MAY NOT BE. GREATER THAN 1/4 INCH, IAtT R�111 1fOF 0 PEDESTRIAN am= CURB RAMP Re SED:5-12 PLATE NO ENGINEERING DEPARTMENT -15215 Nn:caT a Pro" I FILE NAME G: ENG SPECS 5215 CivldSite G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pal Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 as ngion Ave N, Suite 210 Minneapolis Minnesota 55401 612.676.2700 vvw•w.djr-inacom W Z UJ 0 Z Q Q Z UJ Y / Q Z Q C) T U i W U a CL CL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 3/21/14 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY 12-5-13 CITY COMMENTS 122013 BID SET _. 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET REVISION SUMMARY DETAILS I CITY C6.0 RIGHT 2013 CIVIL SITE GROUP INC. J J o o L0 Lf) p ll Z 2 C W 06 Z W J LJJ LLl V - 2 `Z r ~ III J Q 0 Z 06 J CO Z LU CO Z Q Z LLI J = D- Z Z O Q Q U W 0 V LU to 0 = 2E 1 Z U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 3/21/14 LICENSE No. 44263 ISSUE/SUBMITTAL SUMMARY 12-5-13 CITY COMMENTS 122013 BID SET _. 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET REVISION SUMMARY DETAILS I CITY C6.0 RIGHT 2013 CIVIL SITE GROUP INC. VARIABLE WDM 5 O ® ® O 10 23-1/2 3.53 O 15 18-13/16 Com} o0^O^OO O E 0 @ @ © @ ' 0 @ @ @ @ a 25 20-1/2 Q L/1© 25 RECTANGULAR PLATES SOIL - 65% OF BASE D.,,F (�I F 0.2" OSI" SECTION A -A TRUNCATED DOME VARIABLE LONG CHORD WIDTH RADIUS 6 Q 0 Q 0 Q 0 0 000000 a Qo Qo @ @ VARIABLE SHORT CHORD WOM RADIAL PLATES TYPICAL RADIAL TRUNGTED HOME PLATES RADIUS (FEET) O LONG CHORD WIDTH (INCHES) SQ. FT. PER PLATE PLATES REQUIRED FOR 90 DEGREE TURN 10 23-1/2 3.53 8 15 18-13/16 2.93 15 15 23-1/2 3.67 12 20 18-13/16 3.0020 FOR SEDIMENT CONTROL 20 18-7/8 2.98 20 25 20-1/2 3.28 23 25 23-9/16 3JJ 20 30 232-95//18 3.65 25 35 22 3.56 30 NOTES: LESS THAN 29. 100 FEET AT 6 FT. MAX. SPAGIN 2 - 5,% 75 FEET 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING 5 -10% 50 FEET /GEQTE%TRE FABRIC GE'* QUID E DETECIABIE WARNING SURFACES SHNL FOLLOW ME PUBLIC / 3 WOE ]6' WOE PLASTIC ➢P LOCATED IN TOP 8" RIGHTS -DF -WAY ACCESSIBILITY WIDDJ ES (PROWAG). ILE5 (50 LB. TENSILE) TREONCH.BACCHOFI LOCATED IN TOP 8-' DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES AUGHED N SEE MNOOTS APPROTEIE/WAUFlEO PRODUCT LISTS. A SQUARE OR RADIAL CRID PATTERN. W FLOW DETECTABLE WARNINGS ARE REWIRED: DETECTABLE WARMING SURFACE SHALL BE PAD FOR AS. TRUNCA' DOVES BY THE SQUARE FWT, -WHERE RANN5. LAIIDWGS, AYR DIEMDED TRANSITIONS PRONG[ A FLUSH PEDESTRIAN CONNECTION TO INE ROADWAY. FOR SEDIMENT CONTROL -WHERE PEDESTRIAN ACCESS ROUTES CROSS CLMNERCIAL DRIKWAYS O1 ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT THAT DRE PROVIDED WITH TRAFFIC CONOID DEVICES OR ACCORDANCE WTH DIE RECOMNENDARONS OF ME MNNUFACTUR OTXERWSE PQMIlIEO lTl OPERATE UKE A PUBUC ROADWAY. 2 CFIRTEp TO CENTER DOME SPACING, I.fi' MINIMUM, 2.4' MAXMJM O TER D NG, 1 -AT PEDESTRIAN RAILWAY CRWSINCS -W RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. BASE TO BAY SPACING: MINIMUM. OBASE BAY TO DOMPLXTE EDGE SPADING: Ods' MINIMUM, O.JS' YN DETECTABLE WARNINGS SHALL EXTENT -A MNIMIM OF 24- IN ME DIRECTION OF TRAVEL OSPACING YARES W RADIAL PLATES. -THE FULL WDM OF THE RAMP LANNNC, OR BLENDED TRANSTIW, MTHN T OF WILL WDM ON OTHER END. (E)TYPICAL WO1HE AVAILABLE: IY, IB'. 24'. 30'. M'. -ME FULL LWGTH OF THE PUBLIC USE AREA OF A RAE PLATFORM. OHECK MM MANUFACTURERS FOR AVAILABLE WDMS. SILT FENCE, HEAVY DUTY 1 2 fiOQU RADIAL PLATE. RADIUS OUNNED AT BACK OF WRB. DETECTABLE WARNING SURFACES SHALL CONTRAST USUALLY MIN ADJACENT MUM, ROADWAY, OR WALKWAY, ALIO BE MAY IN COUM OJ 11fiCAL Wall, CHECK WITH MANUFACTURERS FOR AVAILABLE R. AT 6 FT. MAX. SPACING 36" WIDE or DETECTABLE WARNING SURFACI 1rDNluealm aN TRUNCATED DOMES REVISE[ 5-12 ENGINEERING DEPARTMENT PLATE NO° 5215. CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1, SIGNS TO BE A MINIMUM OF 12" X 18 FIRE 2. RED ON WHITE IS PREFFERED. LANE 3� 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75'INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A 1. MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE. LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. I CURB CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991. DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT I$ THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. (Ulu FIRE LANE SIGNAGE REVISED: 1-10 PLATE ND.: FILE NAMED\ENc\sPENs\s21a ENGINEERING DEPARTMENT 5218 FINISHED GRADE WITH THREADED METAL PLUG E SET AT FINAL GRADE. L TOP PLUG MADE OF RIAL TO ALLOW LOCATE KETAL DETECTOR- -35 }. I RIDGID SDR -35 10' MIN. NOT 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WERE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WERE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY TEST. NTILE ��ff� C SUB-SURFACE ANOUTSFORV INLINE AND l�emLloe END OF RUN CLEANOUTS REVISED: I-12 ENGINEERING DEPARTMENT PLATE N0-` 5234 FILE NAME G G SPECS 5234 5 FT. MIN. LENGTH STEEL P05T LESS THAN 29. 100 FEET AT 6 FT. MAX. SPAGIN 2 - 5,% 75 FEET 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING 5 -10% 50 FEET /GEQTE%TRE FABRIC GE'* QUID E (SOUK ZIP IES (50 LB. TENSILE) / 3 WOE ]6' WOE PLASTIC ➢P LOCATED IN TOP 8" J/ ILE5 (50 LB. TENSILE) TREONCH.BACCHOFI LOCATED IN TOP 8-' AP11L21 TTANSEI TIRE COMPACTION ZONE WAIN TAMPED NATURAI SOIL W FLOW f F« 6"MIN. FL( zs FOR SEDIMENT CONTROL S� In PEIE1NMIa iz (�- ow PE �m S"MIN. VA.6 DE IR AB MACHINE SLICE - T SLOPE OUTSIDE OF 12" DEPTH N'v SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY 1 2 5 FT. MIN. LENGTH STEEL POST GEOTEXTIE. FABRIC FOR PEREMITER CONTROL AT 6 FT. MAX. SPACING 36" WIDE J STAPLES 9AM-5PM aN FABRIC ANCHORAGE TRENCH. BACKFILL NTH TAMPED NATURAL SOIL I W MAINTENANCE OR DELIVERIES w LEI U Ii O Z FLOW O- E, f OF THESE HOURS. Q Zip m.Z SILT FENCE TO BE PLACED ZED 6 ON COUNTOUR. SEE ROPE/GRAOE 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. IN. AND LENGTH CRITERIA BELOW apw 4. LETTER SIZE TO FIT 8' X 6' SIGN, CMDF * SILT FENCE, PREASSEMBLED 1 2 VO.R1LE SLOPE --_�� LESS THAN 29. 100 FEET MILS 2 - 5,% 75 FEET Poo to 5 -10% 50 FEET OPoDWu NATES: DOCaWJB 10 - 20 % 25 FEET 4--r SILT FENCE PER MNDOT SPECS, SOURCE 2005 A%21 GREATER THAN 20f. t5 FEET AP11L21 TTANSEI SEE SPECS. 2573 k 3886. NY8 LOCATION OF SILT FENCE JAMES 1D To Protect Are, FFom Sheet FLOW YIVY FOR SEDIMENT CONTROL XM..1 2 Maximum COOtrMU N Meo: 1 Aae PEIE1NMIa CONTACT- NAME APRLT PE APRLT VA.6 DE IR AB SILT FENCE NEAR TOE OF 1'l SLOPE OUTSIDE OF PERMITTED CONSTRUCTION HOURS--MON.-ERI. CONSTRUCTION LIMITS ENVY 11 RDVTO. M LOCATION OF SILT FENCE aY FOR PEREMITER CONTROL CALIF SILT FENCE aensED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: S�nF f RENO P08uG� 1"-2" CLEAN CRUSHED ROCK -.i11" y •.P . � • " r�i �✓irs%i Wt MI r•r �I•�w! • • �•r•I r. •r r•r�• •2Av '• vT rim. NATE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK, ROCK CONSTRUCTION mom ENTRANCE RSD' 1-10 ENGINEERING DEPARTMENT FILE NAMEG: c SPECS 5301 5301 :DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36" WID FASTENED TO STEEL T - WITH 3 (50UB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF 4' MINIMUM WI FILTERED WATER 24" 12" SECTION A -A C A11ffw OFFROAD CATCHBASIN FILTER BARRIER REMSED. 2-10 ENGINEERING DEPARTMENT PLATE Ho.. 5302 FILE NAME 0: ENG SPECS 5302 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANOAFDS DESIGN LO40S AEC N,`UN OFA ICN BM MON. M.LOW09E AM£ WB6N, nM �P�^^`� 41.1-9.. sMY FICfUi N/A 29 rm ISIS. - Os. sMFrc N,O F. ON- "M RATE (IMigICN Ice O EMIT.) G1. O5 W I- FFA4 wsNLW QASIOY RALE 59. US O 15' 14TH MODEL#CG23 DEFLECTOR PUiF OWRFLOW I - C£NI£R OF 17LT£R ASSEMBLY OWRFLOW 2 - TOP OF CURB BOX 10" RLTER ASSEMBLY r GER8 ✓/ \ / �J `-CG-23 HIGH-FLOW NIGH -FLOW FABPoC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. C�TOF CATCH BASIN SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PUTS No.. FILE NAMED: c SPECS 5302A 5302. WOODEN LATH SHALL BE NAILED' SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. -7 NOSES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6 MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TDP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH PCS USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 2" WASHED ROCK V DEEP X 2' NIDE. QPIOF SILT BOX SEDIMENT TRAP REVISED' 1-10 ENGINEERING DEPARTMENT PLATE ND.. FILE NAME IT \ENG\5PECSI 5302G 8' ZONE 5 MILS Imo' Poo to PROJECT NAME OPoDWu fI�110 DOCaWJB PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY 4--r Kim A%21 RESIDENTIAL SUBDIVISION AP11L21 TTANSEI or.I NY8 DEVELOPER- NAME JAMES JUEt YIVY PHONE. NUMBER. XM..1 BPITO-m PEIE1NMIa CONTACT- NAME APRLT APRLT APRLT PHONE NUMBER AIJGm 6' JiM W PERMITTED CONSTRUCTION HOURS--MON.-ERI. JL11E1 ENVY 11 RDVTO. M TAM-6PM aY 1. a SATURDAY J 9AM-5PM aN 0 ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, 06 W MAINTENANCE OR DELIVERIES W LEI U Ii ALLOWED ON SITE OUTSIDE fn V OF THESE HOURS. Q LU Z CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 = 7 i Z NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN, CMDF * DEVELOPMENT mmm INFO SIGN REMSED:1-10 ENGINEERING DEPARTMENT NO 531 3 FILE NAME:G:\ENG\SPECS\5313 ENGBTINGGRAOE 11U'Yj PIAMTACI'ORDNG TD IWNtAB DETAI9, AB APPLICABLE DV 12 ELCPES OR GREATER, 00 NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN ON WET, POORLY DRAINED BCIE, DCI KW CONSTRUCT WATERNG GLEN. l9AAEINIIIG INSTAL PIIII BIlAQi PIANlY90MTAL POLIYAYRAIBUO BFN e FOR DECIDUOUS TREES HI FOR CD AVATIOUB NOTH I WOLF EX[:AYATpxwOTx Ix ACLCIRMNENIIH MwMIIM DN BTANDAPD PIANTND OETNLB (N PREP.AI16D PLNNTIKI BEDANO BACIffLL BOIL (TXCHOWNLY IDOBEAEDSM MMOH i.'�L3I�.-Illi -tbMNAla MOMiOT LOCIATMN MOTES. t.'3AREROOT PEREM M JUNBE IN6TAlEDIN FALL. FNGBYJULL 18r. IF PIAIITWG N FALL. iOILDN FALL DEO�Il01Y NANNN6 MIME. 2•` LORTEBMAY CWWGE OEPEIIONG UPON iEABOxAL Cp11YTip®,Ae DENER/IINEDBYTHE ENONEE0. 8.••FNl Pt/WTNOMAY NCTBE MECO PA ORALL/SWED. BEE PECML P�`ABIONB POR GPECFIC PROJECT REgUIREMENT8. IRE FQ1IX11N3 BARE KION DED MR FA NOT "COMMENDED INSTALLATION, HAWTHORN. EJWL ft#K100D. POPLAR HAp®ERRY.ImawrAW IN1 , NONEYIOCUBT, BIR1�MtlifR/11BN. MAPLE. WILIAY,C RIBM"AOBW, 6VCS,AN09UNAC. MICH. 'dA' ZONE 5 MILS Imo' Poo to COMP16IO! OPoDWu fI�110 DOCaWJB rum. NM 4--r Kim A%21 APIIL21 TTJIBODiiI AP11L21 TTANSEI or.I NY8 f ® JAMES JUEt YIVY rwL NM XM..1 BPITO-m PEIE1NMIa MMY1 APRLT APRLT APRLT TOtO AIJGm E ® JiM W W 1/ JL11E1 ENVY 11 RDVTO. M DMlPI7OO.1B MICH. 'dA' ZONE 5 } OHIO II C�e201163 ILL. Ua�C EIND. MT LE r rum. NM 4--r MM1r CONrERowDIMasB AC�IAaIERANT BTWRp1OwVORANTE llulE r -r Jrvr SOLNOC ILRDA PIANTNMRUAEMZDNENAP QUEBEC EMIMP awl OtK,�*FBELaw awl C�e201163 YEV116S IF ''OP',OM4 4-! ® ALRAM SRI oB BE DEEMED ACCEPTABLE FOR IIAROYLiBI 1.`ff R IS HINNY TD THE MNNEEOTA ZOIE WHERE THE PROIECTME 8L3M1FD AND, A••RgM81D.]' {CAN BE DOCLAMENTED HE OOMINIq W GN ME FOR ATLFI2TTIEIbT Two WAIN WWHINmEUSUB PLADTSTICKI8 BNO.YN ON THE ACCERABIE PRAM 81IXJ( OROWINO RAMIE WR8 OR E ^RAM STOCK IF OROW M OUTSIDE TEACCFYTJEE GROWING RINSE LIMITS, CAN BE DOCUMENTED AS WVNG THE SEED SOURCE AND ROOTANO (MUFTI NFTOCK RANATNGFRO. WITHIN THEACCEPDBLE OROWIMGRANGES LIMITS, INSTALL OLE DRAINAGE INSTALL GRANULAR FILTER 1-EXCNVATE HOLE CRBEDTOALLOW I.-COSAVATENCEORBm TD PIAGNG THETOP OFTHE ROUT WEB ALLAY PUIGMG THE RP<F IV HIGHER THAN FINISHED GRADE. FNIS MAKS1V HRRIEATIWI 2 -INSTALL 4• MINIMUM DIAMETER DEAN TEE FlN®HED ORApE MYUGHTING AT A IDWER GRAPE M 2-AUOERr DVAETERHCLES APFrN DBYTHEEWINEER ENNIRELYTHROUGH IMPERVIOUS s.^COMPLETE PIANTKi AlX.9RpNETO bi POCgLY DINNED LVAD PMI PLA TINGDETAID (BI Al . BOL LAYER TOApEgLW1ELV DRAIN WBBOL &. EHOWROUGHLYBACIUILLAUGER HOLED WRHA UMFORM INC[APpRATFD NRTIREOF 6OlA � GNp AND AGI6 NNA¢8pL : TOFLAIPLETEPUMFIG FEBYAiING m PLANTIIwi DErAts IBNEETN . INSTALL MINI BERM f.`iDIGYATE IIOE OR BFO V4THE OFPT110F THE ROOT MAB& MOM, 2.�ET ROOT MASS IN HOLE TIE NEED FOR NNOALTERNATME PUNNING. RTNI,AND WNICHTFE TURMOIL. BTHUGTBERN WOH&W EMAA TD IBEBILYLBE pETFRMMEp BT TOPSOIL E%TENDTHEBERM6l9E10F TIE CONTRAGTORANOBIIBIFCT mmxOFETMES TIE BENaA HEl3lr. TO APPROVAL BY TIE FIgNEE0. a.^GITHODETALS TS GA¢ORpINGm PLAMNOOETALB SBHEETA) . ALTERNATIVE PlANO1G SUBS I DING CR OFTEpORATMB IBADN MLALL BE ACCEYr1BLE THMUOUgUTT1EOO11RACTPPEtOD MINIMUM THE MUIOH DEPTH 616ANTNM1EDATA MINIMUM N DEPTH AT EMEW9A1 M FINK AGC�tANDE REPLACEMEM MOONWWLBE REOUIPED WHEN TIE CONTPIGTORS OPEPATGN® 41#1 - WIVE COMMIIMITED THE NIILCH WINH BOL vdo>= I -REMOVE MULCH PIAGFD TO A DEPTH GRI ITER THAN THAT SPEGFlED WHEN DIRECTED BY ME ENGINEER 2.`•PULL MULCH °ACK W LEABITWNSAND NO MORE THANr FROM THE TRUNK T'REOFPLANT W It LTR w BOGEOF RNR7D BINILIW m MOLMUME MLLUI1 Y OFPMOF MULCH OBRHOF EBBQI COIIIFMRDUB TRE® YEV116S IF 4•-r 4-! oEGlpllDlwllm rum. NM 4--r MM1r CONrERowDIMasB VAI® 7111111. r -r Jrvr DELIWOIBWWIMIs xINNE NR hr 4'r YIVY rwL NM 41110 r -r PEIE1NMIa IACs THEM r -r r -r YMGMIE-7MAIrq/NI®TiBiM 7r BDYOD ®O'OF1f01E r -r f r 00F REVISED: FILE NAME: 7' ROLLED S1E0. ENGINEERING SYDmY EEEDLIN(N6 4 PLANTING DETAILS FOR CHbN96S$IlI 2-10 G: \ENG\SPECS\5310 DEPARTMENT 531 RELEASABLE STEEP SLOPES/MASS BED PLANTINGS 1+ -FORM A DOUBLE -LAYERED CYLIIJDER USING 0 GRID 1. IFOUD OVER THE TOP EDGE OF THE GENERAL NOTES 2255 HDPE ((HIGH DENSITY POLYETHYLENE 24" MIN. HT. FOR DECIDUOUS GALVANIZED WELDED WIRE MES! (HAfTUWARE 0.0TH).OVERLA'mWARbS THE THREE BOTTOM TABS) TREES ANO 12° MIN. HT. FOR Z-ORIP THE CI" END 2. PINE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. STAKE i I TWO 1- 1. OPPOSING HEARTWOOD WHITE OA( ME SIDE THE HDPE INTO A CIRCLE WITH STAKES INTO THE GROUND 7" FROM THE' CENTER O THE THE GIDE TABS ON THE OUTSIDE OF 1/4" GALVANIZED HOD VIRE THE. PLANTING DETAILS REPRESENT SH ULD EXEELY DRAINED SOL TREE STEM. 24" MIN. HT. FOR DECIDUOUS THE CIRCLE. STAKE NTH HOOK CONDITIONS. THE -Y HIGHER SHOULD EXEROSE DISCRETION IN 3.FISECURE THE MESH CYLINDER TO ME OUTSIDE OF THE TREES AND 12" MIN. HT. MR SETTING PUNTS 1--Y NIGHER IN POORLY DRAINED SOILS OR USING STAKES USING EITHER. S(XREWS AlD WASTERS di PINE TREES 3.+"AJON THE HUJGES AND BEGIN ALTERNATIVE PLAIJTING DETAILS ON SHEET B. RATCHET-LOCKRJG TIES ALONG THE OVERLAP. SPACE AIDING THE 1(4 GALVANIZED WIRE PLANTING HDLE AND APPROXIMATELY 4 ON CENTER ALONG THE OVERLAP. STAKE (WTH H°°1()) THROUGH THE 130 LSS-HIGH DENSITY BED CULTIVATION THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEOUATE DRAINAGE HINGES TO IIdTFRC6fdNECT THE HOPEpQEYETHILENE, IN HEAVY POOIL.Y TRAINED OR IMPERMOUS SOLS. 7�CFEW5 SHAUL BE ROUND HEAD GALVANIZED 1/B" DI0. K AFTER SUDING THE WIRE THROUGH BROWN IN COLOR 4" LONG WITH WASHERS ALL OF THE HINGES, TURN THE HOOK LOOSEN ALL ISOLATED TREE PWJING LOCATIONS MRO PLANING BED$ TOWARDS THE INSIDE OF THE HDPE. TO A MINIMUM DEPTH OF 12". SOL AMENDMENTS SHALL BE APPLIED w VIRE MESH 1 15 1 8" LANDSCAPE STAPLE DURING CULTIVATION. "RATCHET -LOCK TES SHALL BE NYLON AND AT LEAST 8' 4. --PUSH THE ST$KE INTO THE GROUND, 2 PER TAB LONG, STAKE A MINIMUM OF 12 . CRIME SIX 12' MIN. ' BAOCREL SOIL USE CULTIVATED AND AMENDED SOL EXCAVATED FROM.FLAJTING HOES. LANDSCAPE STAPLES (B" LENJGTI, 2 PER REMOVE ALL DEl INCLUDING RDCKS LARGER THAN 3 DIAMETER 4.'9MBED THE LOWER EDGE OF THE MESH C'NNDER 1' TAB) THROUGH THE HOLES IN SELOW ME SUL SURFACE WITHOUT DISTURBING THE. TREE THE 3 BOTTOM TABS AT OPPOSITE - ROOTS. ANGLES TO SECURE THE HOPE TO FERTILIZER MN/DDT W81 5.'"CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND THE C CYLINDER. CUT THE STAKE FLUSH WITH THE TOP OF THE GYLINDFR --MULCH WITHIN) THE CYLINDER SHALL 6.-'MULCH "THIN SHALL NOT EXCEED 3" 1 MIN. NOT EXCEED ]" DEPTH AND SHALL BE :COMPOST 8Mn/DDT 3890 PULLED BACK FROM THE TRUNK AS TOP TAB DEPTH Ado STALL BE PULLED BACK FROM ME. TRUNK AS SPECIFIED IN MULCH PLACEMENT FOLD LINE SPECIFIED IN MULCH PI.PDEIAEHT DETAIL - DETAIL. 45" HINGE MULCH MATERIAL MF/DOT 3682 TYPE 6 UNLESS OTHERWISE SPECIFIED. 7.9RTHE BOTTOM WHORL OF FINE BRANCH G MAY HAVE TO BE 6. --ME BOTTOM WHORL OF PINE : _ OR LEGS PLANT IN STAGGERED REMOVED TO PERMIT INSTALLATION OF 12 MIN. HEIGHT BRANCHES MAY HAVE TO HE MASS PREPARE PLANT SPACING OF RODENT GUARDS. REMO TO PERMIT INSTALLATION - - - - - - - - - ROWS ON THE PERIMETER FIRST, THEIN UNIFORMLY FILL IH WITH OF 12 MIN. HEIGHT RODENT GUARDS. , g_, REMANDING QUANTITY, U$E TPoAJOUUR SPADING UNLESS SPECIFIED INSTALL ON ALL DECIDUOUS AMD PINE TREES. DO NOT INSTALL 1 ( DTHERNSE PROVIDEAND 5 RADIUS CLEAR OF SHRUBS AROUND EACH MASS PUNTING RADIUS (C TREE AND B'' RADIUS AROUND EACH EVERGREEN TREE. THIS ON SPRUCE TREES. 7. --INSTALL ON AIl.DEODUOUS AND TREE T TEARENCEI SHALL BE MEASURED FROM THE CENTER OF THE EINE TREES DO NOT INSTALL QJ - - I TREE TO THE CENTER O TME SHRUB. NOTIFY ENGINEER O CROSS SPRUCE TREES F : T PLANT QUANTITY SURPLUS OR DEFICIENCY IMMEOATLEY. MASS MULCH H+1, (T+�� PLANT SPACINGS OF - OR LESS. RODENT PROTECTION DETAIL {OPTION 1) e0TIOM TAB (7.) fl N N u MOUNTAIN _ e TREE PAINTING ASH. ONLY UNDILU D(TERID'R WHITE UTE% PARA IS ACCEPTABLE • 24' Siff FOR PANT TREE ORCUMFERAICE FROM GROUND UNE TO FIRST MAJOR • BRANCH'. DECIDUOUS TREES + PLANING PLAN RESPECT STATED. DIMENSIONS BEFORE SCALING FROM PLAN. 12" SZE FOR tr 15" 15" CONIFEROUS TREES. 55,25 PLANT TYPE AVERAGE AMOUNT OF WATER PER PREVAILING WIND4 3.25" MIN. 1!WSE SEAMLESS EXTRUDED, 71MN-WALL, APPLICATION IN GALLONS ROD AND SEMI'fRAsLuCENr POLYPROPYLENE TUBES WITH A LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AN 42" AND TRANSPLANTED TREES ON AN LASER UNE. OUTWARD -FLARED RIP RIM. 42' AND UP 50 - IDD PERFCRAION Z --SECURE THE GREETER WITH NYLON NOTES: BARE R00T TREES 15 TUBE SHELTERRACHET-LOCKING TIES ATTACHED TO A t++STEEL POSTS TO BE NDTOHEO OR MIT tFIT TO WATERING BALLED A BURLAPPED SHRUBS 10 gT y�E 1" x V WHITE OAK STAKE TO PREVENT RETAIN DIY WRES PLACE OUTSIDE OF ROOT GUIDELINES (LENGTH VARItS) I H DISLODGING OR TWISTING, IMBED THE BALL DRIVE. PLUMB REGARDLESS OF GROUND BARE ROOT OR. CONTAJ NER SHRUBS 7 nRIt,J) BOTTOM OF THE TUBE A MINIMUM OF - 1" BELOW THE SOL SURFACE WITHOUT ROPE. 7' ROLLED S1E0. W SYDmY EEEDLIN(N6 4 DISTURBING THE TREE ROOTS. 2. -REQUESTS TO SLBSTINTE RUBBER HOSE AND POST (Mn/DOT 34°3 RELEASABLE WERE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL J o PEREJNIALSAN7 VINES 3 RATCHET BE TOI SECURE STAKE IN 3.AIINSTALL A PLASTICPHOTODEGRAOABLE P1" MI 1.NETTNNO.COVFA AJD SLEEVE OYII: THE APPROVED. 16' LOIJG L0 z C6 IT IS THE CONTRACTUNW5 RESPONSIBILITY TO MONITOR AND MAINTAIN FORMED 148E RECESS TOP OF THE TUBE TO PREVENT STAKING IS REWIRED UNLESS POLYPROPYLENE ON Q z LU SELL MOISTURE. AT ADEQUATE BUT P40T EXCESSIVE LEVELS. THE ABOVE w LL LL RJiFRAPMENT OF BIRDS PULL NETTING ANOTRY SPEOFlED l7R NECESSARY TO MAINTAIN TREES SPECIFIED aY 1. a USTED APPLICATION -AMOUNTS ARE GUIDELINES NOT REQUIREMENTS. 'IN A PLUMB CONDITIW WHERE VANDALISM, POLYETHYLENE 4D M DONJ AS SHOWN. SOIL, OR WND CONDITIONS ARE A PROBLEM, 1.5" MOE STRAPS. CJ OR AS REQUESTED BY THE ENGINEER. ATTACH NTH iDya =A SEEDLING TREE SHELTER DETAIL 4•NREMovE AFTER ONE EAR. PAINT TREE PLANTING 5011 ""OISNR8E0 SOL )SENED SOL WIFE SOIL AMENDMENTS ISHED SOL ELEVATIOI SM N, 12 I" LOOSENED U 12 L SOL AMENDMENTS DISTURBED .SOL OF aff illi CIRCUMFERENCE FROM GROUND WJE TO 1ST MAJOR BRANCH. 10', 2-2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/OOT 3401) OR APPROVED EQUAL MULCH LOO5ENED SOIL FINISHED ORATE APPoJCARBE TO DECIDUOUS TREES d. OVER 4" CALIPER M40 EVERGREEN TREES EVER 1D' HT. STANDARD TREE LARGE MACHINE STAKING / GUYING DETAIL TRANSPLANTREE ENGINEERING PLATE' REVISED: 1-10 I FILE NAME G SIG\SPECS \5311 DEPARTMENT 5311 -7 PLANTING DETAIL Civil.Sifte G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJ R ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55,101 612.676.2700 w xjr-inc.com 104-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET REVISION SUMMARY DETAILS CITY C6.1 RIGHT 2013 CIVIL SITE GROUP INC. W W J o V coJ to o o L0 z C6 LL 06 Z Q z LU Uj Z w LL LL J H- a J = aN 0 U 06 W > W LEI U Ii JW m fn V Z Q LU Z Q O_ = 7 i Z I _a C) 'w v, W = ~ o (n o U w Z Z CD = U Z Z H T U i W LY a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER SUPERVISION AND THAT I MY DIRECT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI ESOTA. M-affhpw R. Pavek DATE 3/21/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 104-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET REVISION SUMMARY DETAILS CITY C6.1 RIGHT 2013 CIVIL SITE GROUP INC. DEAD BRANCH �'..8 C 11 E A E D i//..��111 BRAJIH SARK RII UMNG BRAND DROP CROTCH PRUNING IS USED FOR REDUCING THE B A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY BRIDGES WTH STEEL PLATE SUPPORTED ON CUTTING BACK TD A LARGE WOW TIMBERS PLACED RADIALLY TD THE LATERAL BRANCH. TREE TRUNK. 1.*%W ROOTS IN WATER FOR AT D DROP CROTCH OR CUTTING BACK PRUNING DETAILS (Shigo Method) CDLI.AR SIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ET49INEER AND PRESERVED BY THE CONTRACTOR. NOTE THE TEMPORARY FTRCL 7• REDUCE SLOPE ROUNDING WERE ROOT ZONES CULL BE DISTURBED BY NORMAL SLOPE ROUNDING AS APPROVED BY THE EIJGNEER 3. -VARY BAIC SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER. TEMPORARY FENCE REDUCED ROUNDING -_ �• NORMAL ROUNDING SOME CONIFERS INCORRECT CUT (TOO CLOSE) RESULTING RJ DISCIXNTINUOUS. CALLUS FORMATION AFTER ONE SEASON OF GROWTH. CORRECT CUT (LEAMNC BRANCH COLLAR BUT NO STUB) RESULTING IN CWTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. IEPS TO PRUNING 1!•FRIST WT PART WAY THROUGH THE BRANCH AT MINT A Z. MEN CUT COMPLETELY THROUGH BRANCH FROM POINTE TO A 3-"40W CUT FROM POINT CTO D. IA'MF D IS HARD TO FIND. DROP A PLUMB UNE VERTICALLY DOWN TO PINT X. THE ANGLE X -C -D SHOULD BE APPROXIMATELY EQUAL TO X -C -E. PRUNING NOTES: 1!4EAVE BRANCH COLLAR (C TO D) 2. --DG NOT FLUSH OJT (C TO X) 1P•DD NOT LEAVE SLABS (B TO A) 4. --BEST THE TO PRUNE IS LATE .CORRECT TOO TOO T00 DORMANT SEASON OR EARLY SPRING. PRUNING CLOSE LONG SLANTED 5.^AVOID PRUNING OAKS IN APRIL, MAY, CUT JUNE OR VLY. 6.- IMMEDIATELY PAINT OAK WOUNDS MAGE IN APRIL, MAY, JUNE OR JULY WITH LATEX PAINT OR SHELLAC. BRANCHES SMALLER THEN Y IN DIAMETER SHOULD BE CUT LIST BEYOND A LATERAL BUD OR PRUNING SMALL BRANCHES ANOMER SMALL LATERA BRANCH. THE IDEAL WT SHOULD BE SHARP, CLEAN, AND MADE ON A SUGHT ANGLE. R ROOT SYSTEM BRIDGE AND VIBRATORDY PLOW NDTES.- 1."REWCE COMPACTION ON ROOT STST[N� WHERE IT OCCURS BY DRILLING 50 mm 2-) DIAM. HOLES IN THE SOIL TO A DEPTH 450 mm (1B1.. BEGIN T EROM THE TREE TRUNK AN COIJTINUE AT 2' INTERVALS IN CONCENTRIC RINGS WT TO THE PROTECTION EM BRIDGE ZONE. PL.DW 2 --WATERING OF MDT DAMAGED TREES WILL BE REWIRED TO MAINTAIN ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE TO A DEPTHOF 1B" "THIN THE UNDISTURBED PORTION OF THE IMPACTED TREE DRIPUNE. 3.-A 6 INCH LAYER OF WOODCHIP MULCH PLACED OVER A TWE III (37331 GEOTIXIILE FABRIC MAY BE USED IN LIEU [SF THE ROOT SYSTEM BRIDGE TUNNEL """,•^' PROTECTION ZDIJE 5. --IF CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM SI POST USING 1' WHITE SIGH SHALL BE WHITE WITH BLACK LETTERING, ATTAR 9O/ WOW SCREWS. PLACED AT 2.5" BRIDGES WTH STEEL PLATE SUPPORTED ON NHQJ POSSIBLE PLACE FENCE 25 TETT BETC4J0 THE DRIP UNE. PLACE PROTECTION SIOIS ALONG FENCE AT 20'INTERVALS. WOW TIMBERS PLACED RADIALLY TD THE - TREE TRUNK. 1.*%W ROOTS IN WATER FOR AT TREE PROTECTION ZONE SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE DIAMETER AT • MINIMUM DISTA14COE FROM SANDY LOAM FILL DETAIL 4.5' ABOVE GROUND FACE OF TREE TRUNK AS DIRECTED BY THE ENGINEER 3 -4 4 24 HOURS PRIOR TO PLANTING. 75 -i9 T2 3, -SET PUNT ON UNDISTURBED NATIVE SOIL t HOLE. RIFY BIDES AND BOTTOM OF HOLE' MWIHFM UTILITY INSTALLATIONS MUST OCCUR OR THOROUGHLY COMPACTED RAMTIMG SOIL. WTHIN THE TREE PROTECTION ZONE, AS DEFINED UTILITY INSTALLATION TUNNEL RJ THE MOVE CHART, THE CONTRACTOR SHALL INSTAL RANT SD THE ROOT FLARE N AT OR UP BORE (ANNE UDDER TREE ROOTS THAT ARE AS PRUNING A9 DIRECTED B1' THE TO BEPRESE THE CONTRACTOR SHALL TO 2• ABOVE THE FINISHED GRADE WITH BURLAP BORE AT A MINIMUM DEPTH OF 24" BELOW THE ENGINEER. GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS a I. PesteCU. A. W NOT ENTER THE FENCED AREA 'W° p ocxi tl ase VA��4uotion In r)ngt COn9tNCtIOn ll Lt PJB FURNISH AND INSTALL TEMPORARY FENCE. AT ME TREE'S DRIPUNE FABRICATE 12• X ll 3/6" SIGN WITH D.77' RADIUS CORNERS. ANY FILL REWIRED WTHIN THE DRIP LINE OF ]RTES SHALL BE AN OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCDIN, SI POST USING 1' WHITE SIGH SHALL BE WHITE WITH BLACK LETTERING, ATTAR 9O/ WOW SCREWS. PLACED AT 2.5" UNOIJPACTED (WITH A COARSE SAND COMPONEIJT)) SANDY LOAM TOPSOIL. EXCESSIVE FILL MAY REOUIRE INSTAWNG PERFORATED NHQJ POSSIBLE PLACE FENCE 25 TETT BETC4J0 THE DRIP UNE. PLACE PROTECTION SIOIS ALONG FENCE AT 20'INTERVALS. AND 7.3' RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. PIPE MM AT LEAST ONE DAYUGHTM END DPEHING AS AN 1.•'SCARIFY SIDES AND BOTTOM OF HOLE. 1.*%W ROOTS IN WATER FOR AT AERATION SYSTEMC, SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL allOF ENGINEERING n�Ala BMWREVISED:1-10 FILE NAME G �ENG�ECS\x372 DEPARTMENT5312 VEGETAl10N PROTEC71oN DETAIL PLANTING HOLE DiMBNSKM ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PIANTTYPE RANT LAZELPTO (A) WI (B) APPROXIMATEAFD INOLULIIQ HOLE WIQMN I HOLE DEP"i CONIFEROUS TREES DECIDUOUS d ORNAMETAL TREES I DECIDUOUS SHRUBS CONTAINER GROWN PLANTS ASLAPJTING C I SPENED MULCH VARIABLE 12 BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK o 0 Ln L0 1.•'8CARIFY SIDES AND BOTTOM OF HOLE. 1.•'SCARIFY SIDES AND BOTTOM OF HOLE. 1.*%W ROOTS IN WATER FOR AT 1: -SCARIFY BWES AND BOTTOM OF HOLE. 2. -PROCEED WITH CORRECTIVE PRUNING 1' 101.5' LEAST ONE HOUR BUT NOT MORE THAN 2.^ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2. -PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING. 3 --SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 3, -SET PUNT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER HOLE. RIFY BIDES AND BOTTOM OF HOLE' WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED RAMTIMG SOIL. CO NTAINER AND SCORE OUTSIDE WITH CORRECTIVE 3.'"PRNG 4.'•PLUMB AND BACKFILL WITH THE PLANTING SOIL INSTAL RANT SD THE ROOT FLARE N AT OR UP OF SOIL MASS TO REDIRECT AND PREVENT OF SOIL AS PRUNING A9 DIRECTED B1' THE 5. -WATER TO SETTLE PLANTS AND FILL VOIDS. TO 2• ABOVE THE FINISHED GRADE WITH BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER. PLANTING, LOOSEN THE SOIL IMMEDIATELY AND MIRE BASLE, (IF LIS33. INTACT. a SFER NT FROM ADJACENT TO TOA MINIMUM ADJACENT SOILDEPTH 4. -BACKFILL TO WITHIN APPROJBMATELY 4 PLANT ON UNDISTURBED WATER WATER HOLE. SET PLANT TOHOLE. SET MINIMUM DISTANCE OF 18' ANDA MINIMUM DEPTH OF 12". lr AND 17 GF THE TOP OF THE ROOTBAU_ THEN SOIL OR ED ROOT FLARE LYTHE APPROXIMATELY AT THE 7-Wg7p2 THOROUGHLY WITHIN HOURS WATER PLANT. REMOVE THE TOP IB OF PLANTI GTHOROUGHLY NSTACOMPACTED PLANTING SOIL. INSTALL PLANT THE FINISHED SOIL ELEVATION. SPREAD SOILEL ELEVATION. 0 THE BASKET OR THE TOP TWO HORIZONTAL R TOPE THE ROOT FLARE IS AT OR UP TO Y ROOTS OUT EVENLY. PLUMB AND MULCH WITHIN 46 HOURS OF THE SECOND RINGS WHICHEVER IS GREATER ALSO COVE THE FINISHED TIRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE WATERING UNLESS SOIL MOISTURE EXCESSIVE. WATERING REMOVE ALL BURLAP AND CULLS FROM THE TOP in OF THE BALL. REMOVE ALL TWINE. CORRECT STEM GIRDLING ROOTS. PLANTING SOIL. AND GUY TO PROVIDE A F NEC SUPPORT REMOVE OR CORRECT STEM GURDLING AND BACKFILL WITH THE FILLV TEROLDS TO SETTLE PLANTS AND FILL VOIDS. BETWEEN LL AS BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS PLANTING SOIL. PLANTING O. -WATER THOROUGHLY WITH IN SPECIFIED. 5."PLUMB AND BACKFILL WITH THE PLANTING SOIL. 6."WA7ER TO SETTLE PLANTS AND FILL HOURS. VOIDS. 7. -PLACE MULCH WITHIN 48 HOURS OF S -WATER TO SETTLE PLANTS AND FILL 7.'9AATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL VOIDS. MOISTURE IS EXCESSIVE. ]."WATER THOROUGHLY WITHIN 2 HOURS, B. -PLACE MULCH WITHIN 40 HOURS OF 6."PLACEMULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE OEODUOUB/ MOISTURE IS EXCESSIVE. IS EXCESSIVE. SPADE DWAETER ON(TREES, CONIFEROU5 8. -STAKE AND GUY TO PROVIDE ADDITIONAL am 'C'ORNANENTAL CALIPERTREES, HEIGHT SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. PLANTING DETAILS FOR -ISOLATED PLANTING LOCATIONS GENERAL NOTE: ALL PLANT STOCK MUST BE ACCEPTED IN ADCORDANCE OF MNDOT 9881 PRIOR TO FOLLOWING THE STANDARD PLANTING DETAILS. PLANTING SOIL IS A COMBINATION OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST MD( ANDKOR ANY OTHER SPECIFIED AMENDMENTS. NOTE: I. -HOLE DEPTH FOR B66 AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FOUR TO BOTTOM OF SOIL BALL PLACEWALL CHAIN-LINK FENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING 1'X 36' WOOD LATH. DRIVE 12' INTO SOIL AT AN ANGLE 90 THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; UP TO 5' BEYOND TERMINAL VINE. :INISHED GRADE oB ile mar: (Wi NDT 1YRME6 BR t (t PLAINT ACCORDING TO PLANTING II MTPJ. 2' DETAILS ABOVE A9 APPLI:ABLE. VINES zYR LIL9L LK :rM1IKL HILI ( Mtn aaxr t VINE PLANTING DETAIL ODIC (T11 My ENGINEERING �'"'� PLANTING DETAILS FOR )� '-10 FU NA"�°`�NO`��300 DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS TURRET A XW IWF, MX A.m) TYPICAL DETAIL °° <3 d3D(M1411"I D) WMV.PMMASNIp).ePO PLAN VIEW PATENT PENDING carolETE,wlu+n - ;msrRRcc rRow I V1Jt tf tMM vXMsl 1 F } .-MST WR -nLTLA 1 / / I VIII III ,II l 1111 ii •... PIRI6UKDIAH \� a#SY ACRtGATE seam, COMPONENT VIEW PATENT PENDING A1,M ZED 51EE1 GRATE R'PRFCEI ANWDBJ ALUAOMJM AND FIEERGLA55 FI' -TER /,SSEAMLY MONpLRHLc <GtKREFE RISER ANp BASE SPECIFICATIONS PATENT PENDING MANUFACTURED BY e 1. STEEL REINFORCED, COLD )DINT SECURED MONOLITHIC CONCRETE STRUCTURE (1,030 LBS). 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TRENGM OF 4,000 PSI AT 28 DAYS. CONCRETE AR ENTRAINED (414. TO 8% BY VOLUME). 3. REINFORCEMENT IN ACCORDANCE WITH ASTM A615 GRACE 60 MINIMUM. 4. THREE-POINT RIX USING RECESSED OPTING POCKETS WITH A STANDARD HOOK. 5. SOIL UN DER BASE TO BE COMPACTED To 95% STANDARD PROCTOR. 6. T W0.PIELE LIGHT DUTY GALVANIZED GRATE (34.5 (BS/PIKE) RM PEDESTRIAN LOADING. 7. TWO-PIECE LIGHT TRUCK GALVANIZED GRATE (77.5 LWPIECE) FOR 2,324 POUND WHEEL LOAD. B. USE EXPANSION JOINT MATERIAL BETWEEN TURRET AND BIORETENTION INLET NPNXpE/CATBA9N CO'hA HYO FORME - 21' MN. CIFAR O'HiM 91µ1flY ..Al REWRE BAFFLE KrALIAnM PRIM TO PUO%Q CRSP. SiFXiC1YRES iMATER PIe! RO• MI YAY RFANIE SONI(i U TMA FEB QFIAWC AIW Na• o- INF VANS (AV(AV SAR epFFTE N48E fAPI IYSITIPAM RCXtAAiEfi NI-av-.swfi 000 000 FLOW 000 000 r 000 000 C FRONT SIDE tItIM ALYFIIaR nM PANEL alRTa r: '•'•(-f T to-PAaas AWMI N'YAY 4•RIML z- N• puns wtw u1w a'Ivru } iB• PMF1S NYX WW[ B•IOTK BAER SAPPLE INSTALLATION 210• vuAs w'YW T1YAa °•Toru Detail SAFL BAFFLE PANEL Detail olA Ar4x-BOLT °• FnswY[ LIR yFFL[ k ;:EE_ '.uN E r vrLOuc VAs+�R -B� SAFL BAFFLC ATTACHMENT BOLT Detell N6II¢'. T) 4PSIPFAX TEWN0.IXiES WC. IS PHE EXCLU90£ IICCNSCC OE TR SNL IIOFTIL SAFL BAFFLE INSTALLATION 2)CpuluXTOR WST vaMY LOCATI� OF caslMs AND sTEPS Fee TO Alen NnALLARW on sTRucrurzE 3)CNRMT'sas M6RFTER.MMIR6LlaRF SMCpBTN FOA ZOE a)DETAIL N°EFI APMUABILlTY OFTNE SAFLBAFFLE°T FOP WS MUFM PR 7. IT IS TEE ULTIMATE RES 1411ILLETY 6F THE DESIGN EvLiPIE R T6 ASIiW Tf T TH6 DESIGN 3 tN CDIPLINXF LITH ALL MAL.. L(NS SNR-Wi TICNS. TEE Sul WILE I6 PAuNT ACACIAS TEI:EN m. 0' TEE WIvERSETY OF MNIE:QTA PIED U M. TFLIYILO6(E,Y', I.. N THEA TZ AILVE.TY IF MI NISTA TAR ]ES[6W. TTpLPl➢G1E$ APPR[IV[S. PLp . SI2PJG ¢Y£Tn1 THROUGH PIPE CONFIGURATION SAFL BAFFLE STANDARD DETAIL UpStrea UPSTREAM TECHNOLOGIES NEW BRIGHTON, MIN Technolo. Iles651-633-6921 l' . a •a�, .� aI Ia�.I� .. 1 a �a m ��N��L i- a IL7111�6. i Ln. BL a IIS ( ili 1(LLVIII�11 � r1111L L.:jIjFu�!!r. ...... iZ1I Ile �Ine luuni!'a��l I(�lii�lll�lll�ll nHIM ill" ILl1 II1� '00!Mi �E . dv 111 i . ...Nei :k "i iI�IIIF (. � !!.. .1� 1! � CIIIl�111lI I�BL_IiAliii !l01i! . I HE TYPICAL PLAN VIEW PLANT MATERIAL: SEE LANDSCAPE PLAN SEE GRADING PLAN FOR DEPTH PAVEMENT ROM CURB I- 3H:1L GRASS PRE-TREATMENT STRIP 11 Oj 24• '.. UNDISTURBED. UNCOMP I 1-2- INSN SOL j A UK 3'-6' SZE RIVER RCCK/RFRAP IN Il (8'-1Y DEPTH) MIN. PLANTING MEDIUM DEPTH 24 WITH A WELL B.EIDLU ED III (BY VD1Ek 1 _ .., - . 50-601( Hp10CD1040-50%CONSTRUCTIONVETOPSOIL TYPICAL SECTION VIEW CONSTRUCTION SEQUENCING 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES M PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE WRING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE 5. ROUGH GRADE THE SITE IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE S. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. NON -WOVEN GEDTEXIILE (MnDOT TYPE 1 - HIGH RAW RATE) OVER GRAVEL BLANKET - EXTENDING 1-2' FROM UNDERDRAIN PIPE SIDES. UNDERDRAIN GRAVEL BLANKET 1-1.5' DOABLE WASHED STOVE OR WASHED RIVER RUN PEA GRAVEL IPEIIFORATED UNDERDRAIN CURET PIPE 6' DIAMETER PVC. SEE UTILITY PLAN 9. IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES. 10. PLANT AND MULCH BIORETENTION DEVICE 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP WRING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2- GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. CivilSifte G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CiviISiteGroup.com Matt Pavek Pat Sarver 763213-3944 952-250-2003 BIO -RETENTION, RECHARGE, FILTRATION (RAIN GARDEN - TYP.) w N T S C) LL DJ R ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 ..a)rtinc.com � J J o 0 Ln L0 0 IL z TREE PE0. J 42' 1' 101.5' 7 b 3' 5' f4 T 811' 1.5 to 2JT V11Df 71InP Wr 19 to 35 4'n1 Yn7P BSI' SWng "Of x101!' PLACEWALL CHAIN-LINK FENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING 1'X 36' WOOD LATH. DRIVE 12' INTO SOIL AT AN ANGLE 90 THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; UP TO 5' BEYOND TERMINAL VINE. :INISHED GRADE oB ile mar: (Wi NDT 1YRME6 BR t (t PLAINT ACCORDING TO PLANTING II MTPJ. 2' DETAILS ABOVE A9 APPLI:ABLE. VINES zYR LIL9L LK :rM1IKL HILI ( Mtn aaxr t VINE PLANTING DETAIL ODIC (T11 My ENGINEERING �'"'� PLANTING DETAILS FOR )� '-10 FU NA"�°`�NO`��300 DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS TURRET A XW IWF, MX A.m) TYPICAL DETAIL °° <3 d3D(M1411"I D) WMV.PMMASNIp).ePO PLAN VIEW PATENT PENDING carolETE,wlu+n - ;msrRRcc rRow I V1Jt tf tMM vXMsl 1 F } .-MST WR -nLTLA 1 / / I VIII III ,II l 1111 ii •... PIRI6UKDIAH \� a#SY ACRtGATE seam, COMPONENT VIEW PATENT PENDING A1,M ZED 51EE1 GRATE R'PRFCEI ANWDBJ ALUAOMJM AND FIEERGLA55 FI' -TER /,SSEAMLY MONpLRHLc <GtKREFE RISER ANp BASE SPECIFICATIONS PATENT PENDING MANUFACTURED BY e 1. STEEL REINFORCED, COLD )DINT SECURED MONOLITHIC CONCRETE STRUCTURE (1,030 LBS). 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TRENGM OF 4,000 PSI AT 28 DAYS. CONCRETE AR ENTRAINED (414. TO 8% BY VOLUME). 3. REINFORCEMENT IN ACCORDANCE WITH ASTM A615 GRACE 60 MINIMUM. 4. THREE-POINT RIX USING RECESSED OPTING POCKETS WITH A STANDARD HOOK. 5. SOIL UN DER BASE TO BE COMPACTED To 95% STANDARD PROCTOR. 6. T W0.PIELE LIGHT DUTY GALVANIZED GRATE (34.5 (BS/PIKE) RM PEDESTRIAN LOADING. 7. TWO-PIECE LIGHT TRUCK GALVANIZED GRATE (77.5 LWPIECE) FOR 2,324 POUND WHEEL LOAD. B. USE EXPANSION JOINT MATERIAL BETWEEN TURRET AND BIORETENTION INLET NPNXpE/CATBA9N CO'hA HYO FORME - 21' MN. CIFAR O'HiM 91µ1flY ..Al REWRE BAFFLE KrALIAnM PRIM TO PUO%Q CRSP. SiFXiC1YRES iMATER PIe! RO• MI YAY RFANIE SONI(i U TMA FEB QFIAWC AIW Na• o- INF VANS (AV(AV SAR epFFTE N48E fAPI IYSITIPAM RCXtAAiEfi NI-av-.swfi 000 000 FLOW 000 000 r 000 000 C FRONT SIDE tItIM ALYFIIaR nM PANEL alRTa r: '•'•(-f T to-PAaas AWMI N'YAY 4•RIML z- N• puns wtw u1w a'Ivru } iB• PMF1S NYX WW[ B•IOTK BAER SAPPLE INSTALLATION 210• vuAs w'YW T1YAa °•Toru Detail SAFL BAFFLE PANEL Detail olA Ar4x-BOLT °• FnswY[ LIR yFFL[ k ;:EE_ '.uN E r vrLOuc VAs+�R -B� SAFL BAFFLC ATTACHMENT BOLT Detell N6II¢'. T) 4PSIPFAX TEWN0.IXiES WC. IS PHE EXCLU90£ IICCNSCC OE TR SNL IIOFTIL SAFL BAFFLE INSTALLATION 2)CpuluXTOR WST vaMY LOCATI� OF caslMs AND sTEPS Fee TO Alen NnALLARW on sTRucrurzE 3)CNRMT'sas M6RFTER.MMIR6LlaRF SMCpBTN FOA ZOE a)DETAIL N°EFI APMUABILlTY OFTNE SAFLBAFFLE°T FOP WS MUFM PR 7. IT IS TEE ULTIMATE RES 1411ILLETY 6F THE DESIGN EvLiPIE R T6 ASIiW Tf T TH6 DESIGN 3 tN CDIPLINXF LITH ALL MAL.. L(NS SNR-Wi TICNS. TEE Sul WILE I6 PAuNT ACACIAS TEI:EN m. 0' TEE WIvERSETY OF MNIE:QTA PIED U M. TFLIYILO6(E,Y', I.. N THEA TZ AILVE.TY IF MI NISTA TAR ]ES[6W. TTpLPl➢G1E$ APPR[IV[S. PLp . SI2PJG ¢Y£Tn1 THROUGH PIPE CONFIGURATION SAFL BAFFLE STANDARD DETAIL UpStrea UPSTREAM TECHNOLOGIES NEW BRIGHTON, MIN Technolo. Iles651-633-6921 l' . a •a�, .� aI Ia�.I� .. 1 a �a m ��N��L i- a IL7111�6. i Ln. BL a IIS ( ili 1(LLVIII�11 � r1111L L.:jIjFu�!!r. ...... iZ1I Ile �Ine luuni!'a��l I(�lii�lll�lll�ll nHIM ill" ILl1 II1� '00!Mi �E . dv 111 i . ...Nei :k "i iI�IIIF (. � !!.. .1� 1! � CIIIl�111lI I�BL_IiAliii !l01i! . I HE TYPICAL PLAN VIEW PLANT MATERIAL: SEE LANDSCAPE PLAN SEE GRADING PLAN FOR DEPTH PAVEMENT ROM CURB I- 3H:1L GRASS PRE-TREATMENT STRIP 11 Oj 24• '.. UNDISTURBED. UNCOMP I 1-2- INSN SOL j A UK 3'-6' SZE RIVER RCCK/RFRAP IN Il (8'-1Y DEPTH) MIN. PLANTING MEDIUM DEPTH 24 WITH A WELL B.EIDLU ED III (BY VD1Ek 1 _ .., - . 50-601( Hp10CD1040-50%CONSTRUCTIONVETOPSOIL TYPICAL SECTION VIEW CONSTRUCTION SEQUENCING 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES M PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE WRING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE 5. ROUGH GRADE THE SITE IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE S. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. NON -WOVEN GEDTEXIILE (MnDOT TYPE 1 - HIGH RAW RATE) OVER GRAVEL BLANKET - EXTENDING 1-2' FROM UNDERDRAIN PIPE SIDES. UNDERDRAIN GRAVEL BLANKET 1-1.5' DOABLE WASHED STOVE OR WASHED RIVER RUN PEA GRAVEL IPEIIFORATED UNDERDRAIN CURET PIPE 6' DIAMETER PVC. SEE UTILITY PLAN 9. IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES. 10. PLANT AND MULCH BIORETENTION DEVICE 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP WRING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2- GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. CivilSifte G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CiviISiteGroup.com Matt Pavek Pat Sarver 763213-3944 952-250-2003 BIO -RETENTION, RECHARGE, FILTRATION (RAIN GARDEN - TYP.) w N T S C) LL DJ R ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 ..a)rtinc.com ►I 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Maffhew R. Pavek DATE 3/21/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY 12-20-13 BID SET 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET 3-21-14,1, PERMIT COMM FS REVISION SUMMARY DETAILS I CITY C6.21 2013 CIVIL Aad � J J o 0 Ln L0 0 IL z J z I.f. IW Lu LLI LL Q N Lim �_ = J = a Q U Z C,6 W LIJ J m 0�/� vJ z W z a W Q 11 Z z 0 Q a U UJ = ~ 0 0 V LU LO CD Z 0 ►I 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Maffhew R. Pavek DATE 3/21/14 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY 12-20-13 BID SET 1-03-14 ADDENDUM #1 2-6-14 PERMIT SET 3-21-14,1, PERMIT COMM FS REVISION SUMMARY DETAILS I CITY C6.21 2013 CIVIL Aad I I 1 I I I I I I I I _-J � I I v NHASSEN nI INITV t LO V I ii fl4 I I - ��-- �`' WE EED MIX EMAIN TTT Ul - 8-KFG r 2- MJ w2 2 - MJ / ENCH / 3S V I �!�r'AR 12;L KFG \ I vi V LA 7 UPLAND SEED MIS( - -- / I T T' /'• s --� - SB G LAWN'Ji / 2 T SSC Tom- /T 3'-4' STONE T SEED MIX V / DEPTH 0 R I FABRIC I �J l i I I / IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN J J SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY Lr Lr) AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT O LL THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. VW N) CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR 13. BACKFlLL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND Z IRRIGATION WATER, METER, AND POWER CONNECTIONS. 1 \ DEBRIS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY a Z DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS LU RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH '^ REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. z CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE Z Q = CONTRACTOR. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH Z Q OWNER'S REPRESENTIVE. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY H- O CD V COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER < CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE Z IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN THE JOB SITE. SEPARATE HOT AND COMMON WARE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR LABEL OR COLOR CODE ALL WIRES. THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1-V AT BUILDING. BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS VERIFY WITH MECHANICAL PLANS.COVAGE. AND FLOW CONTROL ON AUTOMATIC VALVE. 7. ALL MAIN LINES SHALL BE 18* BELOW FINISHED GRADE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 20. USE SCREENS ON ALL HEADS. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 21. CONTRACTOR SHALL SUPPLY AN *AS -BUILT* PLAN OF IRRIGATION 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0* BELOW SYSTEM AT THE TIME OF COMPLETION TO OWNER'S REPRESENTIVE. A THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL 2'-0* BEYOND PAVEMENT. TIMES IN AN UPDATED CONDITION. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND 22• ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0* ABOVE TURN. FINISHED GRADE AND CAPPED. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3* MINIMUM DEPTH OF 3/4* WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3* BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3* MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. LANDSCAPE NOTES: 1. ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH OVER WEED BARRIER. OWNER'S REP SHALL APPROVE MULCH SAMPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL EDGING OR APPROVED EQUAL. 2. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF PLANT MATERIAL FOR DURING OF ACCEPTANCE PERIOD. 3. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 4. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 6. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 8. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 9. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. PLANT SCHEDULE - OFF-SITE AREAS SYM, QUANT. COMMON NAME DECIDUOUS TREE 1 PSG 3 PRINCETON SENTRY GINKGO ARM 4 AUTUMN BLAZE MAPLE EVERGREEN TREE BHS 2 BLACK HILLS SPRUCE ORNAMENTALTREES SB 8 SERVICEBERRY SSC 9 SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FP 11 FOXI PAVEMENT ROSE EVERGREEN SHRUB MJ 24 MEDORA JUNIPER GMB 29 GREEN MOUNTAIN BOXWOOD RA ES KFG 66 KARL FOERSTER GRASS BOTANICAL NAME Ginkgo biloba'Pdnceton Sentry' Acer x freemanii'Jeffersred" Pinus nigra Amelanchier x grandiflora'Autumn Brilliance' Malus'Spring Snow' Rosa'Fox Pavement' Juniperus soopulorum 'Medora' Buxus "Green Mountain" Calamagrostis x acutiflora'Kad Foerster' LANDSCAPE NOTES: LAN DSCAPE CALCULATION: PLANT REQUIREMENTS: BUFFER YARD: A A = 1 CANOPYTREE / 2 UNDERSTORY / 3 SHRUBS / WIDTH MULITPLIER- M 25' = 0.4 5' = 1 PROPOSED CONDITIONS: 682 LF C 25 335 LF C 5 REQUIRED PLANTS 25' BUFFER AREA 2.728 CANOPY TREE 5.456 UNDERSTORY 8.184 SHRUBS 5' BUFFER AREA 3.35 CANOPY TREE 6.7 UNDERSTORY 10.05 SHRUBS SEE PLANT SCHEDULE BELOW FOR PLANTS PROVIDED SIZE ROOT COMMENTS 2.5" B&B STRAIGHT LEADER. FULL FORM 2.5" B&B STRAIGHT LEADER. FULL FORM 6' HT. B&B STRAIGHT LEADER. FULL FORM 1.5" B&B STRAIGHT LEADER. FULL FORM 1.5" B&B STRAIGHT LEADER. FULL FORM #5 CONT. DENSE BRANCHING #5 CONT. #2 CONT. 5' FULL GROWN HT. 100 LF YARD 100 LF YARD 100 LF YARD AjgIlli 1"= 20'-0" 10'-0" 0 20'-0" � Ivil G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55,101 612.676.2700 wwwaj,in...o I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 3/21/14 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION � J J O Lr Lr) 12-5-13 O LL z VW N) C,62 z W _J W Z) w Z LL 1 \ A/ PERMIT COMMENTS _ QJ a a Z 06 W LU J0 C0 '^ Z LU z Q Z Q = > d Z Z Q c) LU = H- O CD V w O < � Z U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 3/21/14 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE I DESCRIPTION LANDSCAPE PLAN C7.0 RIGHT 2013 CIVIL SITE GROUP INC. DATE DESCRIPTION 10-4-13 SITE PLAN REVIEW 12-5-13 CITY COMMENTS 12-20-13 BID SET 1-03-14 ADDENDUM #1 r�\ 2-6-14 PERMIT SET__ _ 1 \ 3-21-14 PERMIT COMMENTS _ REVISION SUMMARY DATE I DESCRIPTION LANDSCAPE PLAN C7.0 RIGHT 2013 CIVIL SITE GROUP INC. Non -Scannable Item Folder Number Folder Name 2-3 C 114 Job Number Box Number 0 0 6 a SfMAGE - If - r r j 771 =tcu- m u r SIGNAGE qtmi r Chanhassen, MN wilier