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CAS-04_LAKESIDE 8TH ADDITIONjr CAMPBELL KNUTSON Professional Associafion Attorneys at Law 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: 651452-5000 FAX: 651452-5550 FILING OF DOCUMENTS TO: 7C COUNTY RECORDER REGISTRAR OF TITLES Please complete, dale, and sign tris farm upon assigning document numbers for the documents listed below and give to the Custom Home Builders Title representative at the time of recording these documents. Custom Home Builders Title will email the completed form to Carole Hoeft at choefl@ck4aw.com. CLIENT/MATTER: CITY OF CHANHASSEN/LAKESIDE EIGHTH ADDITION THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Document No. Document No. Resolution No. 2014-16A A 5q 14"1-1 Mortgage Holder Consent to Plat A 59 -A Q-1$ Plat Mylar -'0 q It -7 4 at o'clock A.MMt on 1one !� 2014, with the County Recorder / Registrar of ales of Carver County, Minnesota. 7 SIGNED: { /-- fl Thank you! Custom Home Bldrs, Title 175948vl 10850 Old County Road 15 Plymouth, MN 55441 Document No. OFFICE OF THE �A 594977 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on June 09, 2014 1225 PM Fee: $48.00 1I51199977 Mark County RecordInrinrerl. County Recorder _ I CERTIFICATION STATE OF MINNESOTA) "Custom Home Bldrs. Tile ss 10850 Old County Road 15 COUNTY OF CARVER ) Plymouth, MN 55441 I, Karen J. Engelhardt, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of "Resolution No. 2014-16A entitled Resolution Approving a Subdivision creating two lots out of three lots — Lakeside 81 Addition" adopted on March 10, 2014 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21' day of April, 2014. Kar6n Engelfi t, Depu Clerk J;aFI-�z7 G� 7-1C'0 C". Yt �\[i �Sf.+l , MM 55317 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: _March 10, 2014 MOTION BY: Ernst RESOLUTION NO: 2014-16A SECONDED BY: Laufenburaer A RESOLUTION APPROVING A SUBDIVISION CREATING TWO LOTS OUT OF THREE LOTS LAKESIDE 8TH ADDITION WHEREAS, Ron Clark Construction (REC, Inc.) has requested a subdivision of the property (replat of Lots 1-3, BIock 3, Lakeside 7" Addition) into two (2) lots; and WHEREAS, the Chanhassen City Council held a public hearing on March 10, 2014, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves Lakeside 8'h Addition (Planning Case #2014-04) for Ron Clark Construction (REC, Inc.) for property legally described as Lots 1-3, Block 3, Lakeside 7th Addition, Carver County, Minnesota, subject to the following conditions: 1. The development shall comply with the conditions of approval for Lakeside 7'h Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Passed and adopted by the Chanhassen City Council this 10th day March of 2014. ATTEST: j— J4 - Gerhardt, City Clerk/Manager YES NO Furlong Tjomhom McDonald Emst Laufenburger Thomas A. Furlong, Mayor ABSENT Document No. OFFICE OF THE COUNTY RECORDER A 594978 CARVER couNTY. MINNESOTA Receipt # Certified Recorded on June 09, 2014 1225 I'M Fee: $48.00 dII9AV161W (Reserved for Recording Data) MORTGAGE HOLDER CONSENT TO PLAT Mark Lundgren County Recorder THIS CONSENT TO PLAT, made as of this day of / 2014, is granted by U.S. BANK NATIONAL ASSOCIATION, a national banking association, in favor of RE.C., INC., a Minnesota corporation. For One Dollar and other good and sufficient consideration, in hand received, U.S. Bank National Association hereby consents to the platting of land in Carver County, Minnesota, legally described on the attached Exhibit "A," to be known as LA%ESIDEEIGHTHADDITION. This consent is irrevocable and U.S. Bank National Association agrees to cooperate with 1ZE.C., Inc. in the signing and filing of any and all documents which may be necessary for the filing of a plat with respect to this property. Dated: 1 I 2014. Guslom Home Bldrs. Title 10850 Old County Road 15 Plymouth, MN 55441 i7snsvr U.S. BANK NATIONAL ASSOCIATION flimmo .� // . ' I STATE OF MINNESOTA ) )ss. COUNTY OF ( eyjr1P tyl ) The foregoing instrument was acknowledged before me this �)D day of -I- f 2014, by -�t _ re sA k4 (a x.ta the A \) � of U.S. ank Natioital Association, a national banldng association, for and on behalf of the national association. ` Z I Q ��✓/ �Vq ry Public Qv LEAH M. SCHUMANN «NOTARYPUBLIC MINNESOTA My Commission Expires Jan. E7, Y015 This instrument was drafted by: CAMPBELL KNUTSON Professional Association 1380 Corporate Center Curve 317 Eagandale Office Center Eagan, MN 55121 Telephone: 651- 452-5000 cjh 175578v1 2' LEGAL DESCRIPTION OF SUBJECT PROPERTY Lot 1 and 2, Block 1, Lakeside Eighth Addition, Carver County, Minnesota 175578v1 Document NO. OFFICE OF THE A 5 94 97 9 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt q Certified Recorded on June 09, 2014 12:25 PM Fee: $56.00 594979 Mark County Recorder DOCUMENT ,N viyns-E- i PLATNAME�;p� 'l • TO: CAMPBELL KNUTSON ATTN: CAROLE HOEFT 317 EAGANDALE OFFICE CENTER 1380 CORPORATE CENTER CURVE EAGAN, MN 55121 RECORDING FOR: • FROM: CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 MARKET BOULEVARD PO Box 147 CHANHASSEN MN 55317 ;k* Rorine auk 1 dens l4uson i wisS czrA akorJ#4 t/ Enclosed are the following for recordation: Final Plat Mylars no larger than 22" x 34". Per Andrea Poehler, do not mark "Official Copy" on the County copy, or they may reject the mylars. ,Three, 1" = 200' scale paper copy of the final plat (one copy each for Carver County Auditor, Assessor and Surveyor) t n Mortgage Holder Consent to Plat Pmal,(,(z(, Alk- -W -arrant PPlI Al&-, A recent copy of the title commitment. P.w�Gu �d f°rldYlA rf' �(, �Q,OI� 13�Or.` �/ there isn't a development contract, a copy of the resolution approving final plat. ,16 M0+6 - tlot d« elm pz,,r `s -+i+ i L CO3-.pa-^8 vi, 11 rccoro&+-� docs -Oc- The City of Chanhassen has received the following, as required: ,Final Plat Mylars ("City Copy") ✓ 1" = 200' scale mylaz reduction of the final plat /= 200' scale paper reduction of the final plat (with street names and lot and block numbers only) 04MMtp:-s_ nkcz✓ from (bank name) Gashfee. S fL �Cv ✓Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates FleGtpouic o 466, Developer 1}as been notified that the following must be done before the plat can be filed: Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. G:\ENG\plat recording chxklist.doc SCANNED • • H Alison Twiss Custom Home Builders Title (763) 489-3240Vvo%it (612) 810-5188',obiie alisont@chbtitle.com 10850 Old County Road 15 Plymouth, MN 55441 March 11, 2014 Mr. Michael Roebuck Ron Clark Construction (REC, Inc.) 7500 West 78`" Street Edina, MN 55439 Re: Lakeside 80' Addition — Planning Case 2014-04 Dear Mr. Roebuck: This letter is to confirm that on March 10, 2014, the Chanhassen City Council approved the subdivision creating two lots out of three lots, and an amendment to the site plan to permit a two -unit structure in place of the three -unit structure subject to the following conditions: Subdivision 1. The development shall comply with the conditions of approval for the Lakeside 7'h Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Site Plan 1. Buildings over 9,250 square feet in area (floor area to include all floors, basements and garages) must be protected with an automatic fire protection system. 2. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 3. Retaining walls over four feet high require a design by a professional engineer, a building permit, inspections and final approval. 4. Walls and projections within five feet of property lines are required to be of one- hour fire -resistive construction. 5. Buildings are required to be designed by an architect and engineer (licensed in the State of Minnesota) as determined by the Building Official. 6. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 7. The site plan shall comply with the conditions of approval granted in conjunction with Lakeside 7`h addition. Mr. Michael Roebuck • March 11, 2014 Page 2 Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. All current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Should you have any questions, please feel free to contact me at (952) 227-1131 or by email at bgenerousAci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Paul Oehme, City Engineer g:�plan\2014 planning cases\2014-04 lakeside 8th additim\approval letter.d"c E a n 4- E .. • 0 CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of "Resolution No. 2014-16A entitled Resolution Approving a Subdivision creating two lots out of three lots — Lakeside 8th Addition" adopted on March 10, 2014 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21' day of April, 2014. i Kw6n Engel t, DepuAy Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 10, 2014 MOTION BY: Ernst RESOLUTION NO: 2014-16A SECONDED BY: Laufenbureer A RESOLUTION APPROVING A SUBDIVISION CREATING TWO LOTS OUT OF THREE LOTS LAKESIDE 8TH ADDITION WHEREAS, Ron Clark Construction (REC, Inc.) has requested a subdivision of the property (replat of Lots 1-3, Block 3, Lakeside 7`" Addition) into two (2) lots; and WHEREAS, the Chanhassen City Council held a public hearing on March 10, 2014, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves Lakeside 8a' Addition (Planning Case #2014-04) for Ron Clark Construction (REC, Inc.) for property legally described as Lots 1-3, Block 3, Lakeside 7t' Addition, Carver County, Minnesota, subject to the following conditions: The development shall comply with the conditions of approval for Lakeside 71s Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Passed and adopted by the Chanhassen City Council this 10's day March of 2014. ATTEST: '.1UJ J'V�_t To Gerhardt, City Clerk/Manager YES NO Furlong Tjornhom McDonald Ernst Laufenburger Thomas A. Furlong, Mayor ABSENT CAMPBELL KNUTSON April 23, 2014 HAND DELIVERED Ms. Alison Twiss Custom Home Builders Title 10850 Old County Road 15 Plymouth, Minnesota 55441 Re: City of Chanhassen — R.E.C., Inc. Lakeside a Addition Dear Ms. Twiss: 14-14 Cffy OF CHANHA6SEN MECE,YW APR 2 8 ?014 ENGAEERMO DEPT. This office is legal counsel for the City of Chanhassen. At the request of R.E.C., Inc., I have enclosed herewith for recording the following documents relating to the Plat of Lakeside Eighth Addition: 1. Official final plat mylar for Lakside Eighth Addition; 2. Three paper copies of final plat (1" — 200' scale) (one each to County Auditor, County Assessor and County Surveyor); and Certified copy of City of Chanhassen Resolution No. 2014-16A approving a subdivision creating two lots out of three lots. R.E.C., Inc. must deliver to you a Mortgage Holder Consent to Plat signed by U.S. Bank National Association in the form attached hereto. The documents must be recorded in the following order: 1. Resolution No. 2014-16A; 2. Mortgage Holder Consent to Plat executed by U.S. Bank National Association; and 3. Plat Mylar for Lakeside Eighth Addition. Please note that all costs associated with recording the above documents will be paid by R.E.C., Inc. As soon as all documents have been recorded with the County, please provide this office with the appropriate recording information by requesting the County Recorder to complete the enclosed blue' Filing of Documents" sheet and emailing SCANNED 175945v2 Ms. Alison Twiss April 23, 2014 Page Two the completed sheet to me. The City will not permit the developer to start work on the project until we receive the recording information. In addition, please return to me the original recorded Resolution No. 2014-16A and Mortgage Holder Consent to Plat. If you have any questions regarding the above, please do not hesitate to contact the undersigned. Very truly yours, Campbell Knutson Professional Association By:, Carole J. Hoeft Legal Assistant to Andrea McDowell Poehler CJH Enclosure cc: Ms. Alyson Fauske Mr. Michael Roebuck »sv4sv2 i4 -014 Administration March 11, 2014 CITY OF 7901 Park Place Fax: 952227.1110 Mr. Michael Roebuck CgA NSEN Ron Clark Construction (REC, Inc.) Building Inspections 7500 West 78`9 Street 7700 Market Boulevard Edina, MN 55439 PO Box 147 the following conditions: Chanhassen, MN 55317 Re: Lakeside 8`s Addition — Planning Case 2014-04 Administration Dear Mr. Roebuck: Phone: 952.227.1100 7901 Park Place Fax: 952227.1110 hour fire -resistive construction. Phone: 952.227.1300 This letter is to confirm that on March 10, 2014, the Chanhassen City Council Building Inspections approved the subdivision creating two lots out of three lots, and an amendment to the Phone: 952.22T1 180 site plan to permit a two -unit structure in place of the three -unit structure subject to Fax: 952.227.1190 the following conditions: Engineering Subdivision Phone: 952.22T1 160 Fax: 952.227.1170 6. The developer and/or their agent shall meet with the Inspections Division as early 1. The development shall comply with the conditions of approval for the Lakeside Finance 7`s Addition. Phone: 952.22T1 140 7. Fax:952.227.1110 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Park @ Recreation Phone: 952.227.1120 Site Plan Fax: 952.227.1110 1. Buildings over 9,250 square feet in area (floor area to include all floors, Recreation Centerbasements and garages) must be protected with an automatic fire protection 2310 Coulter Boulevard Phone: 952.227.1400 system. Fax: 952.227.1404 2. A final grading plan and soils report must be submitted to the Inspections Planning 8 Division before permits can be issued. Natural Resources Phone: 952.2271130 3. Retaining walls over four feet high require a design by a professional engineer, a Fax: 952.227.1110 building permit, inspections and final approval. Public Works 4. Walls and projections within five feet of property lines are required to be of one - 7901 Park Place hour fire -resistive construction. Phone: 952.227.1300 Fax: 952.2271310 5. Buildings are required to be designed by an architect and engineer (licensed in the State of Minnesota) as determined by the Building Official. Senior Center Phone: 952.2271125 6. The developer and/or their agent shall meet with the Inspections Division as early Fax: 952.2271110 as possible to discuss plan review and permit procedures. Web Site 7. The site plan shall comply with the conditions of approval granted in conjunction www.ci.chanhassen.mn.us with Lakeside 7d' addition. Chanhassen is a Community for Life • Providing for Today and Planning for Tomorrow Mr. Michael Roebuck March 11, 2014 Page 2 Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. All current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Should you have any questions, please feel free to contact me at (952) 227-1131 or by email at bgenerous(a)ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Paul Oehme, City Engineer g1p1an\2014 planing oa \2014-04 kdnside 8th additionapproval letter.dw CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 10, 2014 MOTION BY: Ernst RESOLUTION NO: 2014-16A SECONDED BY: Laufenburaer A RESOLUTION APPROVING A SUBDIVISION CREATING TWO LOTS OUT OF THREE LOTS LAKESIDE 8TH ADDITION WHEREAS, Ron Clark Construction (REC, Inc.) has requested a subdivision of the property (replat of Lots 1-3, Block 3, Lakeside 7' Addition) into two (2) lots; and WHEREAS, the Chanhassen City Council held a public hearing on March 10, 2014, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves Lakeside 8'h Addition (Planning Case #2014-04) for Ron Clark Construction (REC, Inc.) for property legally described as Lots 1-3, Block 3, Lakeside 7'h Addition, Carver County, Minnesota, subject to the following conditions: 1. The development shall comply with the conditions of approval for Lakeside 7'b Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Passed and adopted by the Chanhassen City Council this I O'h day March of 2014. ATTEST: To Gerhardt, City Clerk/Manager YES NO Furlong Tjomhom McDonald Ernst Laufenburger Thomas A. Furlong, Mayor ABSENT SCANNED qr City Council Summary — March 10, 2014 Councilman Laufenburger: Okay. Mayor Furlong: Okay, if not is there a motion to adopt items E (1) through (6). Councilwoman Tjornhom moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: Approval of City Council Minutes dated February 24, 2014 2. Receive Planning Commission Minutes dated February 18, 2014 3. Approve Resolutions Concurring with the County State Aid Highway (CSAH) Resolution #2014-I1: Designation of Highway 101; and Resolution #2014-12: Imposing a No Parking Zone from the Scott County Line to CSAH 61 (Flying Cloud Drive) and on CSAH 61 from Bluff Creek Drive to Highway 101. 4. Resolution #2014-13: Lyman Boulevard Improvement Project: Approve Concurrence of Bids. 5. Resolution #2014-14: Well No. 10: Approve Change Order for Screen Cleaning. 6. Camden Ridge, Located West of Highway 212, North of Pioneer Trail, and East of Pioneer Pass, Applicant: Lennar: a. Approve Minor Amendment to Adjust Side Yard Setbacks for Single -Family Detached Housing on 36.2 Acres Zoned Planned Unit Development -Residential (PUD -R). b. Resolution #2014-15: Approve Resolution Accepting Ownership of Outlots B, C. E and F. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. None. AMENDMENT TO CHANGE A THREE -UNIT TOWNHOUSE TO A TWINHOME ON PROPERTY ZONED PLANNED UNIT DEVELOPMENT -RESIDENTIAL, AND LOCATED AT 35.45 AND 55 RILEY CURVE: APPLICANT: RON CLARK CONSTRUCTION. INC. Kate Aanenson: Thank you Mayor, members of the City Council. As you indicated this item is for a subdivision replat. This did appear before the Planning Commission at their February 18" meeting and they did recommend approval of the changes. The property is located in the Lakeside Subdivision which is on Lyman Boulevard bordering 212 and involves 3 lots. 35, 45, 55 on Riley Curve. So the subdivision approval is to replat 3 lots into 2 lots and then a site plan review to amend the approved site plan change to a 3 unit structure so because it's a PUD we also look at on multi -family the architecture too. So this is the 3 original lots. 1, 2, 3 and now you can see where the new split is coming into two. When this originally came in they felt strongly about getting the 3 lots. It was, it fits on the site but I think looking at it as their market, buyers looked at it that they felt that the two lots would be better served so this is what the new subdivision or the new plat will look like. The two lots. Grading plan. All those are in, all the requirements meet city ordinance. Building elevation. Again meets the overall design standards so this is that overall area in the back side that Ron Clark is, as you know changes occurred. Originally this City Council Summary — March 10, 2014 was a condominium in the back and then got replatted to the Ron Clark Townhomes. So with that we are recommending approval, as did the Planning Commission and I'd be happy to answer any questions that you may have. Mayor Furlong: Thank you. Any questions for staff? Councilman Laufenburger: Just one Mr. Mayor. Mayor Furlong: Mr. Laufenburger. Councilman Laufenburger: Kate, could you go back one slide please? So the area we're talking about is the area right there? Kate Aanenson: Yes, that's correct. Councilman Laufenburger: Okay. Perfect. Mayor Furlong: And on that slide Ms. Aanenson, the parcel with the number 2 right behind it, that's remaining 3 at this point? Kate Aanenson: Correct. Mayor Furlong: At this time. Kate Aanenson: Yes it is. Mayor Furlong: Okay Kate Aanenson: I think these lots also had the views. If you go back, so this would be the view shed kind of looking towards the lake side on that with the garage on the other so these have nice views on this side. As opposed to the other one which doesn't have the same view shed butting up against the 212 but still very nice. Mayor Furlong: Okay. Any other questions? Is a representative from Ron Clark here? Good evening. Thank you for coming. Is there anything you'd like to address the council on? Ron Clark Construction Representative: No. Just thought I'd be present in case anybody has any questions. Mayor Furlong: I appreciate that very much. Any questions of the developer on this? Do you see other types of changes like the parcel to the north coming through or do you see this as probably more isolated? Ron Clark Construction Representative: No, the piece to the north. Mayor Furlong: I'm sorry. If you could come up to the microphone and state your name and address for the record please. Ron Clark Construction Representative: Yeah, Ron Clark Construction Representative with Ron Clark Construction, Mayor Furlong: Thank you b' City Council Summary — March 10, 2014 Ron Clark Construction Representative: And so the question is the three to the north? Those are already built. Mayor Furlong: Okay. Okay. Ron Clark Construction Representative: The only vacant lots are the south that we're replatting from 3 lots to 2. Mayor Furlong: Great. Okay. Thank you. Any other questions? Very good, thank you. Ron Clark Construction Representative: Yeah, thanks. Mayor Furlong: Bring it to council for discussion. Any thoughts or comments? No? Seems very reasonable. Okay. Would somebody like to make a motion? Councilman Laufenburger: Does this need a public hearing? Mayor Furlong: This does not require a public hearing. I think the public hearing happened at the Planning Commission, didn't it Kate? So, okay. Thank you though. Councilwoman Ernst, recognized for a motion. Councilwoman Ernst: I'll make a motion that City Council approves the subdivision creating two lots out of three lots and the amendment to the site plan to permit the two unit structure in place of the three unit structure subject to the conditions in the staff report and adopts the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman Laufenburger. Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. Councilwoman Ernst moved, Councilman Laufenburger seconded that the City Council approves the subdivision creating two lots out of three lots, and an amendment to the site plan to permit a two -unit structure in place of the three -unit structure, subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Subdivision 1. The development shall comply with the conditions of approval for the Lakeside 7's Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Site Plan 1. Buildings over 9,250 square feet in area (floor area to include all floors, basements and garages) must be protected with an automatic fire protection system. 2. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. City Council Summary — March 10, 2014 3. Retaining walls over four feet high require a design by a professional engineer, a building permit, inspections and final approval. 4. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 5. Buildings are required to be designed by an architect and engineer (licensed in the State of Minnesota) as determined by the Building Official. 6. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 7. The site plan shall comply with the conditions of approval granted in conjunction with Lakeside 7`h addition. All voted in favor and the motion carried unanimously with a vote of 5 to 0. MUNICIPAL CONSENT AND ADOPT RESOLUTION APPROVING LAYOUT NO.4 AND IMPOSING A NO PARKING ZONE: HENNEPIN COUNTY HIGHWAY 61 (FLYING CLOUD DRIB PROJECT BETWEEN TH 101 AND CHARLSON ROAD IN EDEN PRAIRIE. Paul Oehme: Thank you Mayor, City Council members. Good evening. Tonight I'd just like to briefly give the council some background on the project and go over the proposed improvements. Again the, look at the existing conditions. The project goals and proposed improvements and also review the schedule. Tonight for this item, oh yeah I do have Jason Staebell with Hennepin County. He's the project engineer with us tonight and then Darren Mielke. He's the Assistant County Engineer for Carver County so if there's any questions that come up, they can also assist in answering them as well so. Moving on, the project is the reconstruction of County Road 61. It's basically from Highway 101 over to Charlson Road in Eden Prairie, which is about 3.7 miles long. The section in Carver County is shown here in white. It's about .8 miles so I'll focus in on that section of roadway here tonight. The project organization, there's lots of agencies that are currently involved in the project. Hennepin County obviously is the lead agency. They're putting together the plans and specs. Carver County is also assisting in right-of-way acquisition and design assistance as well. Both the City of Eden Prairie and Chanhassen obviously are involved in the design as well and actively participating in the project management meetings that go on monthly. MnDOT is the lead agency in terms of funding the project. U.S. Fish and Wildlife Service, they have property adjacent to this corridor so we have to work with them on right-of-way acquisitions and other amenities that they're going to be requiring us to look at. U.S. Corps of Engineers is also involved. The DNR and BWSR for the wetlands. Recent corridor history. Currently it's owned and operated by Hennepin County but prior to 2009 it was the jurisdiction of MnDOT and that was before. Currently it was, before it was called County Road 61 it was Trunk Highway 212 before the new 212 had opened up. Again Hennepin County currently owns, maintains the corridor since basically September 10th of 2010 which involved a tumback from MnDOT in the jurisdictional transfer from MnDOT to Hennepin County. Existing roadway is part of the tumback. MnDOT provides funding again for the County to reconstruct the road to fix deficiencies and there are a lot of deficiencies on the corridor that I'll go through. Tumnback funding is however limited so reconstruction of the project usually takes place several years after the transfer has taken place to the new agency so in this case again it was 2010 when the actual transfer took place to Hennepin County. Existing road is right now it's two lane typically, undivided mral section. There's a few left tum lanes out there, especially in Eden Prairie. The road condition is poor and it does need a lot of work here in the near future if it would not be improved at this time. Traffic is interesting on this corridor. Back in 2000, or 1996 before 212 and 169 was opened, the average daily traffic on this corridor was in excess of 25,000 trips per day. Now it's down to 9,000 or 9,100 and the last count was back in 2010. That can be attributed obviously to the new 212 being opened and 169 taking that traffic off this corridor. Carver County does estimate that the traffic growth in this corridor however will increase about 2% annually so I CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Ron Clark Construction for subdivision approval to replat Lots 1, 2 and 3, Block 3, Lakeside 7'h Addition into two lots (Lakeside 8'h Addition); and site plan approval to amend the approved site plan to convert a three -unit structure to a two -unit structure. On February 18, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ron Clark Construction for subdivision approval to replat Lots 1, 2 and 3, Block 3, Lakeside 7'h Addition into two lots; and site plan approval to amend the approved site plan to convert a three -unit structure to a two -unit structure. The Planning Commission conducted a public hearing on the proposed Planned Unit Development 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 Planned Unit Development -Residential (PUD -R). 2. The property is guided in the Land Use Plan for Residential -High Density. 3. The legal description of the property is: Lots 1, 2 and 3, Block 3, Lakeside 7'h Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: SCAME) L -_CJ4- ,"! , VO 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. 5. Site Plan Findings: a. The twin home project 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 twin home project is consistent with this division; c. The twin home project preserves the site in its natural state to the extent practicable by minimi-ing 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 twin home project 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 twin home project 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. £ The twin home project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2014-04 dated February 18, 2014, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve subdivision and site plan amendment for Lakeside 8`h Addition. ADOPTED by the Chanhassen Planning Commission this 18th day of February 2014. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 1 Je 14 -6�} Chanhassen Planning Commission — February 18, 2014 IN YU TWO (2) LOTS, AND A SITE PLAN AMENDMENT TO CHANGE A THREE -UNIT TOWNHOUSE TO A TW KHOME ON PROPERTY ZONED PLANNED UNIT Generous: Thank you Chairman Aller, commissioners. This is just a slightly more complicated project. It's a Lakeside 8'h Addition. They're replatting three lots into two and they're amending the site plan so that they have a two unit building instead of a three unit building within the project. This property is located on Riley Curve within Chanhassen which is on the north side of Lake Riley. This is the last, the 7`h Addition was the last phase of this project that was platted. As you can see the three unit structure was right adjacent to the internal private street system. They're proposing to go the two unit structure in two lots. Again they're replatting three lots into two and they're amending the site plan to change a three unit structure to two unit structure. This shows how the plat, they have the three lots currently. They're going to add a new lot line in there and vacate the existing one. There's no drainage and utility easements within, internal to the plat. They're all outside so there was no vacation required as part of this. The site plan, the structures get a little bigger because they're a two unit structure instead of the three unit structure. Slightly narrower on the entire site and complies with all the other setback requirements. The grading plan, this will be a lookout unit so about 7 feet of the lower level will be exposed and then they'll have a, on the building elevation you can see. This is the lookout level and then they'll have the main level slightly up, 7 feet above grade. Continues a lot of the same material elements from the rest of the project. Slightly different elevation from some of the other buildings in there so. And again this is what the overall 7'h Addition with the new 81h Addition will look like so again instead of having a three unit structure like this, they're having a two unit. Staff is recommending approval of the subdivision and the amendment to the site plan for a two unit building and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: I'm going to ask you the same question Bob with regard to hard cover and water, potential Problems or lack of problems. There's no impact? Generous: There's no, actually there's a little reduction in the hard cover but minimal. This is a planned development. We looked at the entire project all the way up to the lakes so. Aller: And as a practical matter they're just shifting the use of the space into two. Generous: Right. Aller: Consolidating. Generous: And the applicant is here tonight so he can go into that further if he likes. Aller: Any additional questions based on the report? Weick: Is it here because it was approved with three? Generous: Yes. It was 3 lots and administratively we couldn't change those lot lines. Weick: Okay. a Chanhassen Planning Commission — February 18, 2014 Aller: Okay. If the applicant wants to come forward he can do so at this time. If not, that's fine as well. Welcome sir. If you could state your name and address for the record. Mike Roebuck: Mike Roebuck, Ron Clark Construction. 16431 Highland Circle in Lakeville, Minnesota. Aller: Welcome. Mike Roebuck: Good evening. Just I'm here for any questions. I think Bob kind of explained our reasoning. Get a little more side yard and the two unit building fits the lot a little bit better than the three did. Aller: Is this primarily market driven? You just think it will market better as a larger unit or is it? Mike Roebuck: Yeah it's really just I guess a combination of that. Just the building fits. We kind of had it squeezed in there pretty tight so this gives us a little more green space and gives us the ability to enlarge a few rooms than the previous design. Aller: Great. Any other questions of the applicant? Yusuf. Bob I think you mentioned that it will look different from the other houses in the same development, right? Will it be significantly different? Mike Roebuck: Actually it looks pretty much the same as the three unit building right across the street. Yusuf: Okay. Mike Roebuck: It's the same style as that. The other buildings, the other twinhomes we built out there were a little bit different but as far as the building right across the street, pretty much the same. Yusuf: Okay, thank you. Aller: Great. Thank you sir. We appreciate you coming in. Mike Roebuck: Thank you. Aller: With that we'll open the public hearing portion of the meeting. Again anyone wishing to speak for or against the request being made before us tonight, please come forward to do so. Seeing no one I will close the public hearing portion of the meeting. Open it to comments. Any additional comments? Weick: No. Aller: Looks good. It's consistent with the other plan. With that I'll entertain a motion. Yusuf: I'll make the motion. Aller: Okay. YusuE The Chanhassen Planning Commission recommends City Council approve the subdivision creating two lots out of three lots and an amendment to the site plan to permit a two unit structure in place Of the three unit structure, and adopt the Findings of Fact and Recommendation. Chanhassen Planning Commission — February 18, 2014 Aller: I have a motion. Do I have a second? Hokkanen: I'll second. Aller: Having a motion and a second, any further discussion? Yusuf moved, Hokkanen seconded that the Chanhassen Planning Commission recommends City Council approve the subdivision creating two lots out of three lots and an amendment to the site plan to permit a two unit structure in place of the three unit structure, and adopt the Findings of Fact and Recommendation subject to the following conditions: Subdivision 1. The development shall comply with the conditions of approval for the Lakeside 7`h Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Site Plan 1. Buildings over 9,250 square feet in area (floor area to include all floors, basements and garages) must be protected with an automatic fire protection system. 2. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 3. Retaining walls over four feet high require a design by a professional engineer, a building permit, inspections and final approval. 4. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 5. Buildings are required to be designed by an architect and engineer (licensed in the State of Minnesota) as determined by the Building Official. 6. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 7. The site plan shall comply with the conditions of approval granted in conjunction with Lakeside 7th Addition. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Hokkanen noted the verbatim and summary Minutes of the Planning Commission meeting dated January 7, 2014 as presented. COMMISSION PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS: CITY COUNCIL ACTION UPDATE AND FUTURE PLANNING COMMISSION AGENDA ITEMS. Aanenson: Thank you Chair, members of the commission. We did not have a meeting the last time so some of our items haven't gone to council because there's been a bit of a lag time there so for the January 27'h one we did look at the Interim Use for the parking lot construction so that's one item that has gone forward. Just for your information too, with the water tower that's up there, I'm not sure if you're aware of that. So the water tower that we toured, the new water tower. So the utilities on the old water tower are being moved over, except for the AT&T. They're doing a temporary structure there so that will be on the middle school site and once the tower is down, which should be happening sometime here in the next I' -V -o4 Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES Laurie A. Hartmann, beingduly sworn, on oath says that she is the publisher or the authorized NOTICE OF PUBLIC HEARING _ agent of the publisher of te newspapers known the Chaska Herad and the Chanhassen Vil- PLANNING CASE NO. 2014-04 lager and has full knowledge of the facts herein stated as follows: NOTICE IS HEREBY GIVEN I that the Chanhassen Planning (A) These newspapers have complied with the requirements constituting qualification as a legal Commission will hold a public hearing 7: Tuesday, February 18, newspaper, as provided by Minnesota Statute 33IA.02, 331 A.07, and other applicable laws, as 2014, at 7:00 P.M. in the Council atnended. Chambers in Chanhassen City Hall, Q 7700 Market Blvd. The purpose (B) The printed public notice that is attached to this Affidavit and identified as No. of this hearing is to consider a was published on the date or dates and in the newspaper stated in the attached Notice and said request for Subdivision of .2338 Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of acres of property (replat of Lots the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both 1-3, Block 3, Lakeside 7th Addition) inclusive, and is hereby acknowledged as being the kind and size of type used in the composition into two (2) lots; and a Site Plan and publication of the Notice: Amendment to change a three- unit townhouse to a twinhome on property zoned Planned Unit abcdefghijklmnopgrstu Development -Residential (PUD -R) and located at 35, 45 and 55 Riley - Curve -LAKESIDE 8TH ADDITION. Applicant: Ron Clark Construction Y (REC, Inc.). Laurie A. Hartmann - A plan showing the location of the proposal is available for public review on the City's web site at www Subscribed and sworn before me on ci.chanhassen.mn.us/2014-04 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing // r and express their opinions with this e day of 2014 respect to this proposal. Robert Generous, AIC$ Senior Planner JYMME JEANtiETTE BARK Email: bgenerous(gci.chanhassen. mn.us �� N0'/J;.?I:EllC-IA'NNESOTp Phone: 952-227-1131 i(y (;pL11AS3riAES OtiJt/18 (Published in the Chanhassen N ublic Villager on Thursday. February 6. n 2014' No 4908) RATE INFORMATION Lowest classified tate 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 MY OF 7700 Market 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: 952.2271160 Fax: 952.227.1170 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 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.2271125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Bob Generous, Senior Planner FROM: Todd Hoffman, Park & Recreation Director DATE: January 30, 2014 SUBJ: Lakeside 8`h Addition: Request for Subdivision of .2338 acres of property (replat of Lots 1-3, Block 3, Lakeside 7'h Addition) into two (2) lots on property zoned Planned Unit Development - Residential (PUD -R) and located at 35,45 and 55 Riley Curve. Applicant: Ron Clark Construction (REC, Inc.). The developer has previously paid $78,600 in park dedication fees for the 7'h Addition. The reduction of one lot will require that the City process a $1,400 credit in park fees. The 3 -unit building slated for the 76' Addition paid $11,400 in park fees. The new 2 -unit building owes $10,000 in park fees — thus the $1,400 credit due. g:\plan\2014 planning cwse 2014-04 lakeside 8th addition\park reporLdoc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/24/2014 11:09 AM Receipt No. 00241845 CLERK: dwashburn PAYEE: R.E.C. Inc 7500 West 78th Street Edina MN 55439 Lakeside 8th Addition -Planning Case 2014-04 ------------------------------------------------------- Recording Fees 50.00 Total Cash Check 60824 Change 50.00 0.00 50.00 0.00 SC"EL LAKESIDE 8TH ADDITION - PLANNING CASE 2014-04 $510.00 Site Plan $500 + $10 (2 lots x $5/lot) $300.00 Subdivision $250.00 Final Plat $51.00 Property Owners List (17 x $3/address) $200.00 Notification Sign $50.00 Escrow for filing fees (Site Plan Agreement) $1,361.00 TOTAL $1,311.00 Less Check 60803 from REC, Inc. $50.00 Less Check 60824 from REC, Inc. $0.00 Balance R.E.C., INC. 1-23-14 1232014 application fee 60824 50.00 50.00 50.00 50.00 Date: January 22, 2014 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: Thursday, February 6, 2014 By: Robert Generous, AICP, Senior Planner Subject: LAKESIDE 8TH ADDITION: Request for Subdivision of .2338 acres of property (replat of Lots 1-3, Block 3, Lakeside 7a' Addition) into two (2) lots on property zoned Planned Unit Development - Residential (PUD -R) and located at 35,45 and 55 Riley Curve. Applicant: Ron Clark Construction (REC, Inc.). Planning Case: 2014-04 PID: 25-4340080,25-4340090&25-4340100 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 17, 2014. The 60 -day review period ends March 18, 2014. 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 February 18, 2014 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than February 6, 2014. 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 f. 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 (Qwest or Sprint(United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco CITY bF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/22/2014 3:27 PM Receipt No. 00241757 CLERK: AshleyM PAYEE: R.E.C., Inc 7500 West 78th Street Edina MN 55439 - Planning Case 2014-04 Lakeside 8th Addition ------------------------------------------------------- Site Plan 510.00 Subdivision 300.00 Final Plat 250.00 GIS List 51.00 Notification Sign 200.00 Total Cash Check 60803 Change 1,311.00 0.00 1,311.00 0.00 R.E.C., INC. 1-16-14 1/16/14 LAKESIDE 7 - BLOCK 3 1311.00 1311.00 SCANNED 1311.00 1311.00 LAKESIDE 8TH ADDITION - PLANNING CASE 2014-04 $510.00 Site Plan $500 + $10 (2 lots x $5/lot) $300.00 Subdivision $250.00 Final Plat $51.00 Property Owners List (17 x $3/address) $200.00 Notification Sign $50.00 Escrow for filing fees (Site Plan Agreement) $1,361.00 TOTAL $1,311.00 Less Check 60803 from REC, Inc. $50.00 Applicant Owes SCANNED Meuwissen, Kim From: Meuwissen, Kim Sent: Wednesday, January 22, 2014 4:10 PM To: 'Mike Roebuck' Cc: Generous, Bob Subject: RE: Charlestone (Lakeside) Attachments: 14-04 Fee Breakdown.xls Mike, Please send us the full-size printed sets of the floor plans and elevations for our file. Also, the $50 recording fee for the Site Plan Agreement was not included with your application (see attached fee breakdown). Could you please submit this amount at your earliest convenience? Thank you. KIM MEUWISSEN %P ®CITY OF CHANHASSEN SR. COMMUNICATIONS ADMINISTRATIVE SUPPORT SPECIALIST 952-227-1107 KMEUWISSEN@CI.CHANHASSEN.MN. US Find us on Facebook From: Generous, Bob Sent: Tuesday, January 21, 2014 4:25 PM To: Meuwissen, Kim Subject: FW: Charlestone (Lakeside) Save to the file please. Thanks. From: Mike Roebuck [maiito:mike(a ronclark.coml Sent: Tuesday, January 21, 2014 4:26 PM To: Generous, Bob Subject: Fwd: Charlestone (Lakeside) Bob, Attached are our floor plans & elevations for Lakeside 8th. Please let me know if you want the full size printed sets. Thanks Mike Roebuck (sent from lead) Begin forwarded message: From: "Habib" <habib(a ronclark.com<mailto:habibCcionclark.com > To: "Mike Roebuck" <mike aronclark.com<mailto:mikenasonclark.com>> Subject: Charlestone (Lakeside) Mike, Attached are the new plans and elevations. Habib Tajik Ron Clark Construction & Design 7500 West 78th Street Edina, MN 55439 952-947-3038 Direct 952-947-3039 Fax habib(7ronclark.com<mailto:habib(a)ronclark.eom> This email has been scanned for email related threats and delivered safely by Mimecast. 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SCAB N6 Friday, January 17, 2014 Robert Generous Senior Planner City Of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN Subject: Development Review Application RE: Lakeside 88': Replat Lakeside 7'" Block 3 7500 West 7P Street Edina. MN 55439 c+n CfCHMK4SSEN RECEIVED JAN 2 7 2013 0RUMA83EN PLANP11N OVI, (952) 947-3000 fax (952) 947-3030 Dear Bob, Attached for your review are the below listed documents as part of our development review application for the above referenced project: 1) Development Review Application 2) Architectural Design Package (8.5'x11"): Coversheet/Overall Site and Civil Plans (1-7 of 7), Project Site Plan (1 of Sl), Revised Grading Plans (1-3 of G3). a. (7) Full Size & (1) 8.5"x11" Size. 3) Check for $1,311.00 4) Plat for Lakeside 8"Addition, Block 1 Lots 1-2. (Sheets 1-2 of 2). a. (7) Full Size & (1) 8.5"x11" Size. b. Please contact me with any questions. Ron oo"tee A lace 14cipene �m Construction & Design MN Builder License N 1220 w ..RonClwk.com COMMUNITY DEVELOPMENT DEPARTMENT A��ryiA�(`� �j Planning Division — 7700 Market Boulevard CITE OF CHANHASSEN Mailing Address -P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 /Fax: (952) 227-1110 0 APPLICATION FOR DEVELOPMENT REVIEW Date Filed: —��— �' l 60 -Day Review Deadline:a--A `C Planner: � � Case #: I�—O Section 1: Application Type (check all that apply) ❑ Comprehensive Plan Amendment ......................... $600 0 Subdivision ❑ Minor MUSA line for failing on-site sewers ..... $100 El Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot ❑ Conditional Use Permit ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Single -Family Residence ................................ $325 ❑ Consolidate Lots .............................................. $150 ❑ All Others .........................................................$425 ❑ Lot Line Adjustment ......................................... $150 FinalPlat*........................................................$250 ❑ Interim Use Permit 'Requires additional $450 escrow for attorney costs. ❑ In conjunction with Single -Family Residence.. $325 Escrow will be required for other applications through the development contract. ❑ All Others......................................................... $425 ❑ Grading >_ 1,000 cubic yards ........................... UBC ❑ Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 Sign Plan Review ................................................... $150 ❑ Vacation of Easements/Right-of-way................... $300 (Additional recording fees may apply) ❑ Variance............................................................... $200 ❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 [B Hite Plan Review ❑ Zoning Appeal ...................................................... $100 rl Administrative.................................................. $100 Commercial/Industrial Districts' ...................... $500 ❑ Zoning Ordinance Amendment............................ $500 Plus $10 per 1,000 square feet of buildin 9 area NOTE: When multiple applications are processed concurrently, 'Include number of existing employees: the appropriate fee shall be charged for each application. / and number of new employees: 9 and Districts........................................ $500 (Refer to the appropriate Application Checklist for required submittal Plus $5 per dwelling unit tD information that must accompany this application) ADDITIONAL REQUIRED FEES: 2rJ Notification Sign ................................................ $20 TOTAL FEES: $ 11a6 � (City to install and remove) Property Owners' List within 500' ........ $3 per addre�eceived from: QiE�— • Y� • I r 3t I p o +�� r�a� (City to generate - fee determined at pr [ion meeting) L:J ESCrowfor ecording Documents.. 50 er document Date Received: 1-1-7-4 Check Number:Opp g03 (CUP P ACNARMAP/Metes & Bounds Subdivision) SectionRequired Project Name: Lakeside6th Addition Property Address or Location: 35, 45 & 55 Riley Curve Parcel #: PID# 25.4340080, so & too Legal Descri tion xe Block 3, Lots 1-3 Losi� Z+h "i{i on Total Acreage: •2338 ac PUD -R 9 P Wetlands Present? ElYes ® No Present Zoning: Requested Zoning: PUD -R Present Land Use Designation: High Density Residential Requested Land Use Designation: High Density Residential Existing Use of Property: Residential Description of Proposal: Current site Wan was aporov for 3Isis. we are reguwwg to change me 3 Lob info 2 rots in oN to aowfe 2 w r Lar w Eerier sift yard separation 0 Check box if separate narrative is attached Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. 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 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. I certify that the information and exhibits submitted are true and correct. Name: Ron Clark Construction (R.E.C., Inc.) Contact: Michael R. Roebuck Address: 7500 West 78th Street Phone: (952) 947-3022 City/State/Zip: Edina, MN 55439 Cell: (612) 363-0464 Email: mike@ronclark.co Fax: (952) 947-3015 Signature: Date: 1/16/14 PROPERTY OWN R: Ini ing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. 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. I certify that the information and exhibits submitted are true and correct. Name: Ron Clark Construction (R.E.C., Inc.) Contact: Michael R. Roebuck Address: 7500 West 78th Street Phone: (952) 947-3022 City/State/Zip: Edina, MN 55439 Cell: (612) 363-0464 Email: mike@ronclark.co Fax: (952) 947-3015 Signature L Date: 1/16/14 This application must 6e 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, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. 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. PROJECT ENGINEER (if applicable) Name: Pioneer Engineering Address: 2422 Enterprise Drive Contact: Paul Cherne Phone: (651) 251-0630 City/State/Zip: Mendota Heights, MN 55120 Cell: (651) 269-7645 Email: pcheme@pioneereng.com Fax: (651) 681-9488 Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ ❑ Property Owner Via: Applicant Via: Engineer Via: Other' Via: ❑ Email E] Email E) Email ❑ Email ❑ Mailed Paper Copy ❑ Mailed Paper Copy ❑ Mailed Paper Copy ❑ Mailed Paper Copy Name: Address: City/State/Zip: Email: Friday, January 17, 2014 Robert Generous Senior Planner City Of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN Subject: Development Review Application RE: Lakeside 8th: Replat Lakeside 7'h Block 3 7500 West 781h Street Edina, MN 55439 CITY OFCHANR4&$W RECEIVED JAN 21 2013 CHANHASSEN PIANNIWM" (952) 947-3000 fax (952) 947.3030 Dear Bob, Attached for your review are the below listed documents as part of our development review application for the above referenced project: 1) Development Review Application 2) Architectural Design Package (8.5'x11"): Coversheet/Overall Site and Civil Plans (1-7 of 7), Project Site Plan (1 of Sl), Revised Grading Plans (1-3 of G3). a. (7) Full Size & (1) 8.5"x11" Size. 3) Check for $1,311.00 4) Plat for Lakeside 8b Addition, Block 1 Lots 1-2. (Sheets 1-2 of 2). a. (7) Full Size & (1) 8.5"x11" Size. b. Please contact me with any questions. Ron OXY+4t A k ma ReNyie,e ATMs' Construction & Design MN Builder license # 1220 auw.RonClarkcom 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.2271110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: March 10, 2014 q� SUBJ: Lakeside 8`s Addition — Replat and Site Plan Amendment Planning Case #2014-04 PROPOSED MOTION "The Chanhassen City Council approves the subdivision creating two lots out of three lots; an amendment to the site plan to permit a two -unit structure in place of the three -unit structure, and adopts the Findings of Fact." City Council approval requires a majority vote of City Council. Finance Phone: 952.227.1140 EXECUTIVE SUMMARY Fax: 952.227.1110 The applicant is requesting a replat of three lots into two lots and an amendment to Park & Recreation the approved site plan to permit a two -unit structure in place of a three -unit structure. Phone: 952.227.1120 Fax: 952.227.1110 PLANNING COMMISSION SUMMARY Recreation Center 2310 Coulter Boulevard The Planning Commission held a public hearing on February 18, 2014 to review the Phone: 952.227.1400 project. The Planning Commission approved a motion recommending approval of the Fax: 952.227.1404 subdivision and an amendment to the site plan to permit Lakeside 8'h Addition by a vote of six for and none against (6-0). Planning & Natural Resources Phone: 952.2271130 The PlanningCommission had no issues or concerns with theproposed development. Fax: 952.227.1110 The minutes from the February 18, 2014 meeting are a consent agenda item in the March 10, 2014 City Council packet. Public Works 7901 Park Place RECOMMENDATION Phone: 952.227.1300 Fax: 952.227.1310 Staff recommends approval of the replat and site plan amendment for Lakeside 8a' Addition. Senior Center Phone: 952.227.1125 Fax:952.2271110 ATTACHMENTS Web Site Planning Commission Staff Report Dated February 18, 2014. www.ci.chanhassen.mn.us g:\plan12014 planning cases12014-04 lakeside 8th additim\mmutive summary.dim SCANNE' Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow PROPOSED MOTION: "The Chanhassen Planning Commission recommends City Council approve the subdivision creating two lots out of three lots, and an amendment to the site plan to permit a two -unit structure in place of the three -unit structure, and adopt the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting a subdivision of property (replat of Lots 1-3, Block 3, Lakeside 7'a Addition) into two (2) lots, and a Site Plan Amendment to change a three -unit townhouse to a twinhome (LAKESIDE 8'+ ADDrrION). LOCATION: 35, 45 and 55 Riley Curve (PID 25-4340080, 254340090 & 2514340100) a1p. APPLICANT: Ron Clark Construction (REC, Inc.) 7500 West 78a' Street Edina, MN 55439 (952)947-3022 mikea,ronclark.com PRESENT ZONING: Planned Unit Development -Residential (PUD -R) 2020 LAND USE PLAN: Residential — High Density ACREAGE: 0.2338 acres DENSITY: NA LEVEL OF CITY DISCRETION IN DECISION-MAIQNG: 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. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting a replat of three lots into two lots and an amendment to the approved site plan to permit a two -unit structure in place of a three -unit structure. Planning Commission Lakeside 8th Addition — Planning Case 2014-03 February 18, 2014 Page 2 of 5 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Lakeside Design Standards BACKGROUND On October 22, 2012, the Chanhassen City Council approved the final plat for Lakeside Seventh Addition, the development contract for the subdivision as well as the plans as specifications. On September 24, 2012, the Chanhassen City Council approved the following: Planned Unit Development — Residential Amendment revising sections b and c of the zoning standards; Preliminary Plat creating 17 lots and 7 outlots; and Site Plan with Setback Variances: Approve a 17 -unit townhouse development consisting of 10 twinhomes, 1 detached townhouse (Villa) and 6 three -unit townhouses, plans prepared by Pioneer Engineering, dated 08-03-12, with a 1.5 -foot variance to pemvt the decks to project 8.5 feet into the required yard along the eastern project boundary (21.5 -foot setback), and a 8.7 -foot variance to permit decks to be set back 21.3 feet from the wetland buffer edge SITE PLAN The applicant is amending the site plan converting a three -unit townhome into a two -unit twinhome. The previous approval was for 17 total units (see left graphic below). This amendment will reduce the total units to 16. The three -unit structure in the south central portion of the development adjacent to Lake Riley Drive is being replaced with a two -unit structure. !� 2 KE R TL6I E Planning Commission Lakeside 8`s Addition — Planning Case 2014-03 February 18, 2014 Page 3 of 5 The `prairie style' architecture is a variation of the existing twinhome units. Exterior materials are to be a combination of cement board trim and stone accents with premium vinyl siding. The roofing is to be Architectural Series asphalt. The exterior colors are to be of rich natural earth tones complementing the colors of the existing development. The proposed architecture should complement the existing and proposed housing within the project. The design and materials match those required for the townhouse development of Lakeside. There are three pallets of colors proposed for the project. All units incorporate projecting porches and decks. The twin homes comply with the Lakeside PUD design standards. SUBDIVISION B LO CN The applicant is replatting Lots 1-3, Block 3, Lakeside 7`s Addition into two (2) lots. The total site area being replatted is 0.2338 acres (10,187 square feet). There are no perimeter drainage and utility easements within the r lots. � I STREETS/UTILITIES -y---r-- L T The streets and utilities were installed with the Seventh Addition improvements. The developer proposes to abandon the sewer and water service within the driveway shown for Lot 1; services for Lot 1 are to the west. This mmnosal is accentahle- GRADING Minor grading adjustments are required for the proposal. The grading plan includes a 10 -foot long retaining wall on the side of each unit that will be constructed with the building. If the walls are four feet high or taller, the walls must be designed by an engineer and a building permit is required. MISCELLANEOUS H.P. 3 -in _ 17 08 _ 16.66 4. Is t 9 1 Im AININC W, LO LO i D __ rN _ 4 136 13.6 Buildings over 9,250 square feet in area (floor area to -A Eos , include all floors, basements and garages) must be R protected with an automatic fire protection system. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Retaining walls over four feet high require a design by a professional engineer, a building permit, inspections and final approval. Walls and projections within five feet of property lines are required to be of one-hour Planning Commission Lakeside 8`b Addition — Planning Case 2014-03 February 18, 2014 Page 4 of 5 fire -resistive construction. Buildings are required to be designed by an architect and engineer (licensed in the State of Minnesota) as determined by the Building Official. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. PARKS & RECREATION The developer has previously paid $78,600 in park dedication fees for Lakeside 7'b Addition. The reduction of one lot will require that the City process a $1,400 credit in park fees. The three -unit building slated for the 7'b addition paid $11,400 in park fees. The new two -unit building owes just $10,000 in park fees — thus the $1,400 credit due. COMPLIANCE TABLE Lot Areas . ft Width ft Depth ft Notes PUD -R 2,700 NA NA 50 feet Ll Bl 5,294 42 98 Twin unit 0.1215 ac. L2 BI 4,893 41 98 Twin Unit 0.1123 ac. Total 10,187 0.2338 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. Setback Standards Highway 212 20 feet East(Perimeter) Lot Line 50 feet - townhouses; 30 feet - twin homes; Building Height of the Condominiums with a minimum of 30 feet Lyman Boulevard 30 feet West Perimeter Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Minimum Driveway length (to back of curb, trail or sidewalk 25 feet Hard Surface Coverage 150 % Wetland: Buffer and buffer setback 20 feet and 30 feet Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. Planning Commission Lakeside 8th Addition — Planning Case 2014-03 February 18, 2014 Page 5 of 5 RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the subdivision and site plan subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Subdivision 1. The development shall comply with the conditions of approval for the Lakeside 7th Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Site Plan 1. Buildings over 9,250 square feet in area (floor area to include all floors, basements and garages) must be protected with an automatic fire protection system. 2. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 3. Retaining walls over four feet high require a design by a professional engineer, a building permit, inspections and final approval. 4. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 5. Buildings are required to be designed by an architect and engineer (licensed in the State of Minnesota) as determined by the Building Official. 6. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 7. The site plan shall comply with the conditions of approval granted in conjunction with Lakeside 7th addition. ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Reduced Copy Lakeside 7th & 8th Addition Cover Sheet. 4. Reduced Copy Lakeside 7th & 8th Addition Sanitary Sewer and Watermain Plan. 5. Reduced Copy Lakeside 7th & 8th Addition Site Plan. 6. Reduced Copy Lakeside 7th & 8`h Addition Grading & Erosion Plan. 7. Reduced Copy Lakeside 8th Addition Final Plat. 8. Reduced Copy Lakeside 8th Addition Area Sketch. 9. Reduced Copy Lakeside (The Charleston) Sheet A3.0 Elevation. 10. Reduced Copy Lakeside (The Charleston) Sheet A3.1 Elevation. 11. Reduced Copy Lakeside (The Charleston) Sheet A2.2 Lower Level Floor Plan. 12. Reduced Copy Lakeside (The Charleston) Sheet A2.3 Main Level Floor Plan. 13. Public Hearing Notice Affidavit of Mailing. gAplant2014 planning casest2014-04 lakeside 8th additioMstatrn:pon lakeside 8thdoc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Ron Clark Construction for subdivision approval to replat Lots 1, 2 and 3, Block 3, Lakeside 7a' Addition into two lots (Lakeside 8`s Addition); and site plan approval to amend the approved site plan to convert a three -unit structure to a two -unit structure. On February 18, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ron Clark Construction for subdivision approval to replat Lots 1, 2 and 3, Block 3, Lakeside 7`s Addition into two lots; and site plan approval to amend the approved site plan to convert a three -unit structure to a two -unit structure. The Planning Commission conducted a public hearing on the proposed Planned Unit Development 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 Planned Unit Development -Residential (PUD -R). 2. The property is guided in the Land Use Plan for Residential -High Density. 3. The legal description of the property is: Lots 1, 2 and 3, Block 3, Lakeside 7`s Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: I . Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. 5. Site Plan Findings: a. The twin home project 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 twin home project is consistent with this division; c. The twin home project 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 twin home project 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 twin home project 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. The twin home project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2014-04 dated February 18, 2014, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve subdivision and site plan amendment for Lakeside 8`s Addition. ADOPTED by the Chanhassen Planning Commission this 18th day of February 2014. CHANHASSEN PLANNING COMMISSION L:" Its Chairman COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division – 7700 Market Boulevard Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 1 APPLICATION FOppt R DEVELOPMENT REVIEW 11 Date Filed: —`�— �"� 60 -Day Review Deadline 3 _1 D- I ` Planner. � Case #: ki ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Grading >_ 1.000 cubic yards ........................... UBC ❑ Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others.. ....................................................... $500 Sign Plan Review ................................................... $150 ❑ Subdivision [Site Plan Review ❑ Zoning Appeal ...................................................... $100 M Administrative ..................................................$100 Commercial/Industrial Districts` ...................... $500 ❑ Zoning Ordinance Amendment............................ $500 Plus $10 per 1,000 square feet of building area NOTE: When multiple applications are processed concurrently, Include number of existing employees: the appropriate fee shall be charged for each application. and number of new employees ER"'Residential Districts ........................................ $500 (Refer to the appropriate Application Checklist for required submittal Plus $5 per dwelling unit to information that must accompany this application) ADDITIONAL REQUIRED FEES: ❑ Notification Sign .................. .............................. ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot ?-I –cc ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 rV'Final Plat.........................................................$250 'Requires additional $450 escrow for attorney costs. Escrow will be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way ................... $300 (Additional recording fees may apply) ❑ Variance............................................................... $200 ❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 [Site Plan Review ❑ Zoning Appeal ...................................................... $100 M Administrative ..................................................$100 Commercial/Industrial Districts` ...................... $500 ❑ Zoning Ordinance Amendment............................ $500 Plus $10 per 1,000 square feet of building area NOTE: When multiple applications are processed concurrently, Include number of existing employees: the appropriate fee shall be charged for each application. and number of new employees ER"'Residential Districts ........................................ $500 (Refer to the appropriate Application Checklist for required submittal Plus $5 per dwelling unit to information that must accompany this application) ADDITIONAL REQUIRED FEES: ❑ Notification Sign .................. .............................. . $20 TOTAL FEES: 00 $�3Ei — (City to install and remove) dProperty Owners' List within 500......... $3 per addre4fDeceived from: ?-I –cc 0,,e SL) (City to generate - fee determined at pr tion meeting) ErEscrow for ecordingDocuments. . 550 ii6erdocument Date Received: 1–I-11-4 Check Number:O`p S03 (CUPCSP ACNARWAP/Metes & Bounds Subdivision) Project Name: Lakesideeth Addition Property Address or Location: 35. 45 & 55 Riley Curve Parcel #: Plo#25.4340080.90& too Legal Description: Block 3, Lots 1-3 –14+t i4iMi}ion Total Acreage: 2338 ac Wetlands Present? ❑ Yes ® No Present Zoning: PUD -R Requested Zoning: PUD -R Present Land Use Designation: High Density Residential Requested Land Use Designation: High Density Residential Existing Use of Property: Residential Description of Proposal: current site Pian was approved for 3I WS. We are wvveseng to change the 3 Lots into 2 Lots in order to prowde 2 under Lots —th bene, rode yard separatim. 0 Check box if separate narrative is attached Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application. I, as applicant, represent to have obtained authorization from the property owner to file this application. 1 agree to be bound by conditions of approval. subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. 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 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. I certify that the information and exhibits submitted are true and correct. Name: Ron Clark Construction (R.E.C., Inc.) Contact: Michael R. Roebuck Address: 7500 West 78th Street Phone: (952) 947-3022 City/State/Zip: Edina, MN 55439 Cell: (612) 363-0464 Email: mike@ronclark.co _ Fax: (952) 947-3015 Signature: Date: 1/16/14 PROPERTY OW R: In i Ing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions. subject only to the right to object at the hearings or during the appeal periods. 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. I certify that the information and exhibits submitted are true and correct. Name: Ron Clark Construction (R.E.C., Inc.) Contact: Michael R. Roebuck Address: 7500 West 78th Street Phone: (952) 947-3022 City/State/Zip: Edina, MN 55439 Cell: (612) 363-0464 Email: mike@ronclark.co Fax: (952) 947-3015 Signature: Date: 1/16/14 This application must 6e 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, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. 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. PROJECT ENGINEER (if applicable) Name: Pioneer Engineering Contact: Paul Cheme Address: 2422 Enterprise Drive Phone: (651) 251-0630 City/State/Zip: Mendota Heights, MN 55120 Cell: (651) 269-7645 Email: pcheme@pioneereng.com Fax: (651) 681-9488 Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: _ 0 Applicant Via: 0 Email ❑ Mailed Paper Copy Address: ❑✓ Engineer Via: E) Email ❑ Mailed Paper Copy City/Stall ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: _ 3CANNED mD xG LAKESIDE 7TH & 8TH ADDITION �• �IX°. „"X"�GRADING UTILITY & STREET CONSTRUCTION PLAN SANITARY VE;. *, N N M ' ��„,K CHANHASSEN MINNESOTA ~-1— NM[ WILnuXENEEEFNNEESEEN�EN�1M � O o ° . r°u. •.Mb.� •• I EI NN„, ,° .,.,N - CITY OF CHANHASSEN RECEIVED ( JAN 21 2013�� CHANHASSEN PLANNING DEPT — — — {' ",• SHEET INDEX �a"_ a�.;W,N"��a _ h�Y �-I - 1. COVER SHEET :: ,N,.w��°,.,, /, 2. SANITARY SEWER &. 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M1®i+p wawa'�g$$.-,,. :x2 920 '�9t�� ~ !9$il j $5� 2:t� 920 9E3 �;a 91,. 915. enarmes _.. ! __. s uit. win...\...J. '. 910. _. . .. .. `m°w"o 'mvv" ... 905 9001e _ AAAA. .• .• .• e.e ?w s w. :. _. 9[.:: C C .. „ 895 \ _AAAA mx ,........ AAAA. AAAA.. nry emv.ro".miae1O°'iu - `v°xrni�i ..I. a°o:wnn 890 -»m 890 ................ ELM m r.m.. ...t.00 weo ... i.m um- swkz:.. OF CAANHASSE" ylr RECEIVE...... ....... JAN 21 2013 . ............... ........ ---* ...... PLANNING DEPT CHANHASSEN ... ------- 2 I I 1 8 2 1 — aiTOT 5 Mw Ll ail DUTLOT F 2 4 17 Tr '.LAKE��RIMY I ou C" 0 0 L ---------- f 0 MNEER',v�-,g 111, Vhwm— RON �RK CONMUCUO N & DESIGN �27H ST71 AD DMON sl SCANNEP LAKESIDE EIGHTH ADDITION _ _ [.only. xnm.v v I ; W[SUE Ytt .pang. n.a.d. r. u. r_vrm Mvr mnmt [v_r -`drp nmv`MY� iimr. v n_II ev I A.I. n1 M1. y.Ov da.b W 0.4vY le W ptlk n. c dc, rbn nn .r..e rnm ..mid Y N .pue W rd pw ebe iWd.r yY. CE.2 T WXx®i. MlrxlY V n ..c[m, i..,e`rYne�b mwere.s star a uu`svpe.ra. y� •Y.dmr C ON WW. Ydemn 9AMRR5 m11RIGlE ��n••< a.bw ami�.biM1a ei rpeuimniMku om.Gs` �.�iiuVxnn Fiu.nYrtuaauYwa ma.�.We�`.aero..ueiv.m m.e_�rdma mdw .n ai Wdy rderwbru .r V.. a MI coaxer a WII mm vmq pnp vY.n..b vYC yl. d,— .r er.mt.. Wb�m MiW L.EMMY _� � �Y Y It wnM.. mrn a. v..Ym. N YFnml. BY Y.M F ax. .7" 1M[ ' y ym1 ... ..mmr r. [xmrn ne. III ._..r r..i.1I e_ .....o.,.m ud _ M a _ an_ w Ln Gs.m C_�amp tlYM.Y .LLNIOI/1121YrOE Oim Cnnl} YYn.M. d W MImY JmMm W.YM1 O.W aY_M MY [rqM� MmV wCd/xe.n eaxn xcowom. e.... y.mY ne...r. o .r —..a.. _Y. �.a. a.`..v 4. >w. mx. CITY OF CHANMASSEP, RECENED JAN 2 I ?013 CHANHASEN PIANNINQ 0FPT SCANNED 3CANNEP LAKESIDE EIGHTH ADDITION PLAT FILE NO. C.R. DOC. NO. Pn iie.�c .t WiVO'e0i �� Y II I \i £ I BLOCK 1 I e \. 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F ' 8 So O.wPT.-OraWNER'S BATH Lot -2 XX Riley Curv � 71 So O.wPT.-OraWNER'S BATH Lot -2 XX Riley Curv � 71 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 February 6, 2014, 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 Lakeside 8`h Addition — Planning Case 2014-04 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 swom to before me this 11� day of^ ^ /� 12014. AM 1 1 - 1 • JP 0 A C.e�(JJ11�iY`� Notary Pilbl Depl* Clerk KIM T. MEUWISSEN Notary Public -Minnesota ,-ai MY Cortx� �N dr: 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 18, 2014 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 Subdivision of .2338 acres of property (replat of Lots 1-3, Block 3, Lakeside 7 I Addition) into two (2) lots; and a Site Proposal: Plan Amendment to change a three -unit townhouse to a twinhome on property zoned Planned Unit Development - Residential PUD -R — LAKESIDE BTR ADDITION Applicant: Ron Clark Construction (REC, Inc. Property 35, 45 and 55 Riley Curve 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. 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/2014-04. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerousOci.chanhassen.miri or by phone at Comments: 952-227-1131. 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 wilting. 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. Al 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 commemial/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 spokespemorthepresentalive 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 Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 18, 2014 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 Subdivision of .2338 acres of property (replat of Lots 1-3, Block 3, Lakeside 71h Addition) into two (2) lots; and a Site Proposal: Plan Amendment to change a three -unit townhouse to a twinhome on property zoned Planned Unit Development - Residential PUD -R — LAKESIDE 8TH ADDITION Applicant: Ron Clark Construction (REC, Inc. Property 35, 45 and 55 Riley Curve 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: 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/2014-04. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerous(a)ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. 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 PlanningCommission 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 wnespondence 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 Plannina Staff person named on the notification. STATE OF MINNESOTA - DOT LAND HOLD CO LLC WOODDALE BUILDERS INC 1500 W COUNTY ROAD B2 3080 CENTERVILLE RD 6109 BLUE CIRCLE DR STE 2000 ROSEVILLE, MN 55113-3174 LITTLE CANADA, MN 55117-1185 MINNETONKA, MN 55343-9185 JOHN ARTHUR HOMES AT LAKESIDE 707 COMMERCE DR STE 410 SAINT PAUL, MN 55125-7747 KAREN ELAINE SAMSTAD 8668 LAKE RILEY DR CHANHASSEN, MN 55317-4501 DAVID STALOCH 8683 LAKE RILEY DR CHANHASSEN, MN 55317-4501 JAMES T & SUZANNE FRANKLIN 8735 LAKE RILEY DR CHANHASSEN, MN 55317-4562 THE LIBERTY AT LAKESIDE OWNERS 7100 MADISON AVE GOLDEN VALLEY, MN 55427-3602 ROBERT M COLBY 8675 LAKE RILEY DR CHANHASSEN. MN 55317-4501 DONLOY D FLUEGGE 8684 LAKE RILEY DR CHANHASSEN, MN 55317-4501 JAMES WILLIAM DUCHARME 8743 LAKE RILEY DR CHANHASSEN, MN 55317-4562 REC INC 7500 W 78TH ST EDINA, MN 55439-2517 KENNETH J MILLER 8676 LAKE RILEY DR CHANHASSEN, MN 55317-4501 ROGER O LEDEBUHR 8691 LAKE RILEY DR CHANHASSEN, MN 55317-4501 RONALD J MARTIN 8751 LAKE RILEY DR CHANHASSEN, MN 55317-4562 RON CLARK CONSTRUCTION CITY OF EDEN PRAIRIE BEARPATH GOLF/COUNTRY CLUB 7500 WEST 78TH STREET 8080 MITCHELL RD LP EDINA MN 55439 EDEN PRAIRIE, MN 55344 18100 BEARPATH TR EDEN PRAIRIE, MN 55347 CARVER COUNTY RECORDER/REGISTRAR OF TITLES DOCUMENT COVER SHEET Document NO. OFFICE OF THE A 594977 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on June 09, 2014 12:25 PM III �INIl01 DOCUMENT TITLE: DOCUMENT DATE: DOCUMENT NAMES: Fee: $48.00 Mark Lundqren County Recorder SCANNED CERTIFICATION STATE OF MINNESOTA) Custom Home Bkh. Tide ) ss 10850 Old County Road 15 COUNTY OF CARVER ) Plymouth, MN 55441 I, Karen J. Engelhardt, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of "Resolution No. 2014-16A entitled Resolution Approving a Subdivision creating two lots out of three lots — Lakeside 8th Addition" adopted on March 10, 2014 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21' day of April, 2014. Ku6n Engel is t, DepUy Clerk Cita � C[tankass-«, moos Cbw.hha, MM 5531-1 L-. t� CERTIFICATION STATE OF MINNESOTA) Custom Home Bkh. Tide ) ss 10850 Old County Road 15 COUNTY OF CARVER ) Plymouth, MN 55441 I, Karen J. Engelhardt, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of "Resolution No. 2014-16A entitled Resolution Approving a Subdivision creating two lots out of three lots — Lakeside 8th Addition" adopted on March 10, 2014 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21' day of April, 2014. Ku6n Engel is t, DepUy Clerk Cita � C[tankass-«, moos Cbw.hha, MM 5531-1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 10, 2014 MOTION BY: Ernst RESOLUTION NO: 2014-16A SECONDED BY: Laufenbureer A RESOLUTION APPROVING A SUBDIVISION CREATING TWO LOTS OUT OF THREE LOTS LAKESIDE 8TH ADDITION WHEREAS, Ron Clark Construction (REC, Inc.) has requested a subdivision of the property (replat of Lots 1-3, Block 3, Lakeside 7a' Addition) into two (2) lots; and WHEREAS, the Chanhassen City Council held a public hearing on March 10, 2014, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves Lakeside 81b Addition (Planning Case #2014-04) for Ron Clark Construction (REC, Inc.) for property legally described as Lots 1-3, Block 3, Lakeside 7'h Addition, Carver County, Minnesota, subject to the following conditions: 1. The development shall comply with the conditions of approval for Lakeside 7b Addition. 2. The reduction of one lot will require that the City process a $1,400 credit in park fees. Passed and adopted by the Chanhassen City Council this 10th day March of 2014. ATTEST: To Gerhardt, City Clerk/Manager YES NO Furlong Tjornhom McDonald Ernst Laufenburger IC Thomas A. Furlong, Mayor ABSENT M LVA 2�1 Z I �<(AAt sv oia,to-. G(aoj 2 ti '4-CM,t" t cal la t r Ica- OFTYOFCHAhWASMRE CEM FEB 0 4 2013 NWHA99Er1 RAN//N��I DEF' t SC NNGV op I LU , T , IN0 W o Q 2 ai i r � 4 0 F U� 2 W a a f�i W Q i W a 3 N O N $W Q g w J w x � W (D- I ) (2 40'-0" 14'-7" 14'-7" 11'-4" —2 __ _ __ 1 2-2X10'S TREATED Aa.t t 2-2X10'S TREATED A4.3 o C) I o U t g in O kn o 6 A4.2 I o v I------------ _ I I A4.2 A4.3 A4.3 U) T< o 12" CANT ABOVE !� _ 16" CANT ABOVE — o EG±� A y X o AB9VE — 16" CANT ABOVE — — — — — — .. ' . • : • . .. • a EQ. 2-11 7/8" LVL EQ. EQ. 2-11 7/N8" LVL CENTER 1WNDOW IN ROOM CENTER WINDO IN ROOM I 3 , F EQ. — — — 2-9 W LVL — — — — EQ. ~ o o kg a 4 \ A3.1 0 r EQ. — — —2-9 li• LVL EQ. -� CENTER WINDOW IN ROOM I o A3.t A3.t I i i 10 � A3.1 I CENTER WINDOW IN ROOM I :I OFF -SET BEARING WALL 3 1/2" I I FUTURE FUTURE I I OFF -SET BEARING WALL 3 1/2" TO I TO MAKE FLUSH WITH FURRED WALL I GAMES GAMES . I •_ I Cpl I DPT I MAKE FLUSH WITH FURRED WALL — — — — — — — — — — — — — - -� 93t+�L-----EQ. 8'-9" CLG. ' 8'-9" CLG. L EQ. y" 13'-6%q" EQ CENTER WINDOW IN ROOM Eq. 2_g y�• LVL 13'-6 CENTER WINDOW IN ROOM FUTURE FUTURE ,I BEDROOM 2 J BEDROOM 2 J I CPT 3 CPT Q 8'-9" CLG. 8'-9" CLG. z, I z 6'-9y" 2'-10)�" Lj a, 5/0 O / -n m, CLO. 7 SII // SII II UN. II / N 0 -----_ _ILA Ii M I I F 2T 6X6 POST I Iz FUTURE II J BATH I -- TILE N CLG. s ILJ II \ SII I aa.2 1------------ I I Jf I rr---- ==�17 32 x 60 �IIII — In — N 16" FUR. TRUSS AT 19.2 O.C. II — N I :•I FUTURE BEDROOM 3 CPT 8'-9" CLG. 0 I M 51 NOTE: ALL HOUSE DIMENSIONS ARE FRAMING TO FRAMING. 16" FUR. TRUSS16" FUR. TRUSS \ m AT 19.2 O.C. AT 19.2 O.C.J i 2' -toy" 6'-9y" I • 'i � � i 4" CONIC. SLAB POLY N �'i 4" CONIC. SLAB POLY I VAPOR/RADON BARRIER �\ --_ �� 5/0 /,� z' VAPOR/RADON BARRIER & 4" OF WASHED Y'a" ROCK r —_—, FUTURE . & 4" OF WASHED Y'4" ROCK I IP\\ I I�uN. I I CLO. I :• Q II CPT N i L�jLij C> i Aa.2 6X6 POST 2/4 II I m r7 0 4 1 — — 4'-0" III 3'-0" rr -- -- GIRDER TRUSS-----------= r —, oT----------- GIRDER TRUSS ---_— ---- -- II I I — -- 4 =___= FUTURE ___===��1 —�a - c Z� ---- FUTURE 4 ---- II FUTURE N - A41 FAMILY RM. tom, 10 FAMILY RM. Aa' N I TILE L— I ` I BATH a I CPT A3.2 A3.2 CPT I I O fll 8'-9" CLG. ZMI .n a _� 8'-9" CLG. " pe IIS / IIB' -9" CLG, �I I GIRDER TRUSS mol o J ` o GIRDER TRUSS I ��_�I II ___________________=_========== _========--_ -- II II Z�I 6 LINE OF IL I Aa.z 40 POST i — — a r------------ ?� FLOOR ABOVE r n 4X4 POST Iliii 3z x so tl l tt `I 'I L�---- I in n sn — — — — — — — — — — — — — — — — — — — — — — — i 2" LEDGE i - 2" LEDGE - ' I 16" FUR. TRUSS \ `�' , AT 19.2 D.C. N ills1__�\�II"' I 11 I I,. L_ 11IIIA I T I II FUTURE II ' I a' I - U CLO. CPT II Y I OR I I ' II a 10'-9y S-9�" FUTURE FLEX ROOM • 16" FUR. TRUSS \ AT 19.2 O.C. a t %n7 2" LEDGE�I \ u FURN 5'-4V x� UNEX. O MECH./STORAGE o N VERIFY LOCATION OF ALL EQUIP. SUMP ! 13'-6" 5'-10" Lot -2 XX Riley Curve 10 8 A4.2 Lower Level Floorl Plan SCALE: 1/4" = 1'-0" 1 N II FUTURE 11 II CLO. B-� CPT ry�k/ij II G/ FUTURE BEDROOM 3 CPT 8'-9" CLG. 4" CONIC. SLAB OVER SAND CUSHION N II Ir UNEX. N a 0 ' 7 3'- 9Y2 10'-9y" , r I URE FLEXT ROOM W oFcow. _ N 16" FUR. TRUSS \ 4 AT 19.2 O.C. • " 2 N IIS / N " IIN i L IWi 5'-4}�" FURN e UNEX. O — W4. 0 MECH./STORAGE OOR VERIFY LOCATION OF ALL EQUIP. J�4 I � 20'-8" 5-10" 13'-6" Lot - 1 XX Riley Curve 0 I M SCANNED O 2014 R.E.C. INC. NI Rights Retefad Do� oda Om phbb Thee aMLehd om a derege, to aad fan aagemd ad aagaki d wom will to do a in the chip% ad to adaded htdig(s) w ft anda awow pw&iy of Ron oat caebabk Robobd b/ LWIW R tea Cwpw In. M dghb mems Thr adbcbrd Om a Nai* mnbn mddaA ' popiday ad beak Bead 0 faeetm `Awba M be vAod b bo pamdnp b mann d dmegm itldkq bd at ieled b the he of MR ba of W164e) =W dim. M! matelbed me of tm glom b dtktlp plafddd. I I I I 4" CONC. SLAB J m OVER SAND CUSHION N I N UNEX. co WQJZ r I W cdttttttt� f)cq j O I I =0r r I I I 9 � o A4.2 >U I m I I I N I 20'-8" Lot -2 XX Riley Curve 10 8 A4.2 Lower Level Floorl Plan SCALE: 1/4" = 1'-0" 1 N II FUTURE 11 II CLO. B-� CPT ry�k/ij II G/ FUTURE BEDROOM 3 CPT 8'-9" CLG. 4" CONIC. SLAB OVER SAND CUSHION N II Ir UNEX. N a 0 ' 7 3'- 9Y2 10'-9y" , r I URE FLEXT ROOM W oFcow. _ N 16" FUR. TRUSS \ 4 AT 19.2 O.C. • " 2 N IIS / N " IIN i L IWi 5'-4}�" FURN e UNEX. O — W4. 0 MECH./STORAGE OOR VERIFY LOCATION OF ALL EQUIP. J�4 I � 20'-8" 5-10" 13'-6" Lot - 1 XX Riley Curve 0 I M SCANNED O 2014 R.E.C. INC. NI Rights Retefad Do� oda Om phbb Thee aMLehd om a derege, to aad fan aagemd ad aagaki d wom will to do a in the chip% ad to adaded htdig(s) w ft anda awow pw&iy of Ron oat caebabk Robobd b/ LWIW R tea Cwpw In. M dghb mems Thr adbcbrd Om a Nai* mnbn mddaA ' popiday ad beak Bead 0 faeetm `Awba M be vAod b bo pamdnp b mann d dmegm itldkq bd at ieled b the he of MR ba of W164e) =W dim. M! matelbed me of tm glom b dtktlp plafddd. U Q co WQJZ r cdttttttt� f)cq j r— =0r r YC.)Jr m Q� �j >U z W X� X U rc m z z 0 a W z ch IY N C om, m MM OIlIItC � M V zr4l L �N do r CDW 0 LL 0)O V io � 0 �M CC G�O� N �'^ V O � s• Ix � (L SHEET # A2.2 xx hney Lurve XX Riley Curve T 3 C NOTE: ALL HOUSE DIMENSIONS ARE FRAMING TO FRAMING. r�� Lo Q Q m Z i METAL ARCH � Ngr22" MAX. HEIGHT AT THIS POINT r6C-6)V�" 12'-8-" U e 22• MAX. HEIGHT AT THIS POINT 12'-8," WOOD TSPS 16'-6V" z� xx hney Lurve XX Riley Curve T 3 C NOTE: ALL HOUSE DIMENSIONS ARE FRAMING TO FRAMING. r�� 2 Arch At Owner's Suite SCALE: 1 /4• _ , —0• Lo Q Q m Z j C W0 METAL ARCH � N U e Y0JCU � I z� Go >U m 8" WALL I c m U n v } W J_ e HALF WALL WITHIN �O 0 < ih ARCHED SOMT LOs a 2 Arch At Owner's Suite SCALE: 1 /4• _ , —0• Arch At Owner's Suite & Half Wall At Stairs SCALE: 1/4• _ 1'-0" 7'-9Y2" 3'-3" 4'-O/2_ Half Wall Within Arched Soffit SCALE: 1/4• = 1'-0" OPT. OWNER'S BATH SCALE: 1/4" = 1'-0" SGmNF1 O 2014 R.U. INC. All Rights Reamed Do mt mVi a dor tm p kb to be mpiet nme adhcbmd ohne n dovi% the mad bm, m0901a Wd ampaam d Wase ad the *Mmb in the 61* and the mme, I tei"S) ae the ad=k pmpaly of Rom OwktAq� �W t Lm. AN dobe memad. Thn adbftd plm m &W" adm mm6' 1, prWrMtay and bo& mcret0 Ila . Yaldae A be N*d to Ngd ; I l ge to r d dmmgm nddng hA not kr W to the Imes of me fmm the hidig(e) M* cbm. Ary ma bW me of time on 'a *ic* pah3led. 6 WZ Y Lo Q Q m Z j C W0 METAL ARCH � LU < =0t U Y0JCU L z� Q� >U 3 8" WALL c m U . W v } W J_ LL HALF WALL WITHIN �O v < ARCHED SOMT LOs a N m o co HALF WALL W/ WD CAP HANDRAIL N C r- a � alo a 0 0m..... 0 Co i o I M Arch At Owner's Suite & Half Wall At Stairs SCALE: 1/4• _ 1'-0" 7'-9Y2" 3'-3" 4'-O/2_ Half Wall Within Arched Soffit SCALE: 1/4• = 1'-0" OPT. OWNER'S BATH SCALE: 1/4" = 1'-0" SGmNF1 O 2014 R.U. INC. All Rights Reamed Do mt mVi a dor tm p kb to be mpiet nme adhcbmd ohne n dovi% the mad bm, m0901a Wd ampaam d Wase ad the *Mmb in the 61* and the mme, I tei"S) ae the ad=k pmpaly of Rom OwktAq� �W t Lm. AN dobe memad. Thn adbftd plm m &W" adm mm6' 1, prWrMtay and bo& mcret0 Ila . Yaldae A be N*d to Ngd ; I l ge to r d dmmgm nddng hA not kr W to the Imes of me fmm the hidig(e) M* cbm. Ary ma bW me of time on 'a *ic* pah3led. 6 WZ Y Lo Q Q m Z j C W0 (V � LU < =0t U Y0JCU L z� Q� >U 3 Jj c m U . W ca } W J_ LL R �O X X U K Lo V 41T O � mm U L z� q1t L 3 N c m r . W ca rc 0 LL �O LOs LU a � 0 0m..... Co FA• 7mA� SHEET # A2.3 Lo V 41T O � Cr) U L z� q1t L N c m r . W ca 0 LL �O 7mA� SHEET # A2.3 Lo V �o CM L q1t CcN In nor. LOs 7mA� SHEET # A2.3 Lot -2 XX Riley Curve Front Elevation (North SCALE: 1/4' = 1'-0" Lot - 1 XX Riley Curve CEDAR CORBEL ALUM. SOFFIT & FASCIA DECORATIVE LOUVER 5/4 X 6 MIRATEC TRIM 3/4 X 4 MIRATEC TRIM HARDIE PANEL 5/4 X 4 MIRATEC TRIM 5/4 X 8 MIRATEC TRIM STONE CAP STONE VENEER MAIN LEVEL 5/4 X 4 MIRATEC TRIM 5/4 X 6 MIRATEC TRIM ALUM. SOFFIT & FASCIA 5/4 X 8 MIRATEC TRIM VINYL SHAKE SIDING 5/4 X 4 MIRATEC TRIM 5/4 X 8 MIRATEC TRIM MAIN LEVEL /4 X 4 MIRATEC TRIM 5" HARDIE SIDING, rn 00 i LOWER LEVEL, i m SCANNEE O 2014 REC. INC. All Rglds Reserved Do M m% m dw No pib 6 he copied Thm mdeTeded Om a d o*% hand fan mmgmmd and oarpoebmi d *MOW Um e6m6 6 the doiph ad the amehuded b8 wl) m Ym eakiw agpiyh . peperly d Ron Ckrk Cmabudm. Rdm6d b/ U ft Robe Capfw In. N rude mend Thm mdeLdN pkm m dmkgn mdm mi 51 R I, poptdmy ad bode mel hdmnmb *Wm d he sod 6 bo penodnke 6 mean d dmmpm i ddq but not fm W 6 tlm ko of pal hmn Um hd 4s) =Aid= NW uodlaml an d No On i U C Lo V 0 Q 00 m Wz 1 x m ,F— (n �/1 j vW 1 vi =bt N Y�Jr QLu �>U U } w o O J_ R x x U C Lo V 4-10 cl) m Cc C t] vi N r o o O O C MQ t=4• T SHEET # A3.01 Lo V 4-10 cl) I Cc 0P0 vi N o �� SHEET # A3.01 5/4 X 4 MIRATEC TRIM rn I HARDIE PANEL CEDAR CORBEL MAIN LEVEL LOWER LEVEL 12 6� 12 6� 10:12 ARCH. GRADE ASPHALT SHINGLES 5/4 X 6 MIRATEC TRIM 2" MIRATEC F.P. VENT 1■ 111■11■11■1t■11■r1■111 I�'1 r�1■11■111■t1■r11��1■� 1■1��1■■1r•■r�■��■1�■ 1!1 111■11■11NI■11�NI■11l is■ r -■_.■_-■r.■_-■_-■_■ Side Elevation SCALE: 1/4" = V-0" 10:12 ARCH. GRADE ASPHALT SHINGLES 12 6� 10:12 \ ARCH. GRADE ASPHALT SHINGLES 12 �6 F.P. VENT 12 �6 ■'I1■11■Itis Simon will ■11�rr■r1■ 11r■1t■1t■111■1rlmrrl■'rl loin IIrte•--•--•--•--•--• est 12 �6 10:12 ARCH. GRADE ASPHALT SHINGLES io U q1tO ■ U V 3040 ■ 1 WzY C N a 0 mg LA — CO 1LU J p N w 0) W��to r cc =bt �V J r LU 4-111 m Q� v 0U 0 ■ ^�^ ■ J_ 3 x x est 12 �6 10:12 ARCH. GRADE ASPHALT SHINGLES 5" HARDIE Side Elevation (East SCALE: 1/4" = 1'-0" UlI 5" HARDIE SIDING MIRATEC TRUSS MAIN LEVEL LOWER LEVEL rn I 5/4 X 6 MIRATEC TRIM 5/4 X 4 MIRATEC TRIM VINYL SHAKE SIDING WRAP DEPTH OF CANT 5/4 X 8 MIRATEC TRIM 5" HARDIE SIDING MAIN LEVEL LOWER LEVEL 1■11■11■ ■1■m1ww1 1mm11:�mm Partial Elevation at Owner's Suite SCALE 1/4' = 1'-0" �11�■11�1I� 1■t1■�l■�1 I�■1■■11111 ■11■11■111• TRUSS BEARING IE PANEL X 4 MIRATEC TRIM H MAIN LEVEL r713I Go I 12 LOWER LEVEL a�6 Lot 2 Riley Curve Partial Elevation �4 SCALE: 1/4" = V-0- 5/4 X 6 MIRATEC TRIM I�'1\1I�� 111■1 ■1■r1 1 11�■r ■rir �u■r1■u ELEC 5/4 X 4 MIRATEC TRIM HARDIE PANEL CEDAR CORBEL 5/4 X 6 MIRATEC TRIM 5/4 X 4 MIRATEC TRIM I. VINYL SHAKE SIDING _; WRAP DEPTH OF CANT I 5/4 X 8 MIRATEC TRIM 5" HARDIE SIDING MAIN LEVEL rn I LOWER LEVEL Lot 1 Riley Curve SCMNEr ial Elevation O 2014 1 INC. NI fi Reserved Do rot copy coda fm ito be copied 11_ mdiLehed i a daebgt the wad pant alaq■m! ad anpo 0 d epr ad the 41w im it the deigt ad the cmii ed bdNnq(a) m the arida coo io piapMy of Ran i Cwiiii � Matec4d by Udd Saba Copyright t... m *i mi mdid■d'■ ppepietayy and bade ■rid iiamotiort Yalub d be mbjeot to Wo piooe ci to neaar d dm■y■ iiddig bd M li to i■ b■ of pail tam the YYidbg(a) m iiii Iny ■■dMtad coo d tl_ oma is >�Y pahifid. i io U q1tO Q U V 3040 00 1 WzY C N a 0 mg LA — CO 1LU J p N w 0) W��to r cc =bt �V J r LU 4-111 m Q� v 0U 0 ^�^ 5" HARDIE Side Elevation (East SCALE: 1/4" = 1'-0" UlI 5" HARDIE SIDING MIRATEC TRUSS MAIN LEVEL LOWER LEVEL rn I 5/4 X 6 MIRATEC TRIM 5/4 X 4 MIRATEC TRIM VINYL SHAKE SIDING WRAP DEPTH OF CANT 5/4 X 8 MIRATEC TRIM 5" HARDIE SIDING MAIN LEVEL LOWER LEVEL 1■11■11■ ■1■m1ww1 1mm11:�mm Partial Elevation at Owner's Suite SCALE 1/4' = 1'-0" �11�■11�1I� 1■t1■�l■�1 I�■1■■11111 ■11■11■111• TRUSS BEARING IE PANEL X 4 MIRATEC TRIM H MAIN LEVEL r713I Go I 12 LOWER LEVEL a�6 Lot 2 Riley Curve Partial Elevation �4 SCALE: 1/4" = V-0- 5/4 X 6 MIRATEC TRIM I�'1\1I�� 111■1 ■1■r1 1 11�■r ■rir �u■r1■u ELEC 5/4 X 4 MIRATEC TRIM HARDIE PANEL CEDAR CORBEL 5/4 X 6 MIRATEC TRIM 5/4 X 4 MIRATEC TRIM I. VINYL SHAKE SIDING _; WRAP DEPTH OF CANT I 5/4 X 8 MIRATEC TRIM 5" HARDIE SIDING MAIN LEVEL rn I LOWER LEVEL Lot 1 Riley Curve SCMNEr ial Elevation O 2014 1 INC. NI fi Reserved Do rot copy coda fm ito be copied 11_ mdiLehed i a daebgt the wad pant alaq■m! ad anpo 0 d epr ad the 41w im it the deigt ad the cmii ed bdNnq(a) m the arida coo io piapMy of Ran i Cwiiii � Matec4d by Udd Saba Copyright t... m *i mi mdid■d'■ ppepietayy and bade ■rid iiamotiort Yalub d be mbjeot to Wo piooe ci to neaar d dm■y■ iiddig bd M li to i■ b■ of pail tam the YYidbg(a) m iiii Iny ■■dMtad coo d tl_ oma is >�Y pahifid. i io U LOWER LEVEL Lot 1 Riley Curve SCMNEr ial Elevation O 2014 1 INC. NI fi Reserved Do rot copy coda fm ito be copied 11_ mdiLehed i a daebgt the wad pant alaq■m! ad anpo 0 d epr ad the 41w im it the deigt ad the cmii ed bdNnq(a) m the arida coo io piapMy of Ran i Cwiiii � Matec4d by Udd Saba Copyright t... m *i mi mdid■d'■ ppepietayy and bade ■rid iiamotiort Yalub d be mbjeot to Wo piooe ci to neaar d dm■y■ iiddig bd M li to i■ b■ of pail tam the YYidbg(a) m iiii Iny ■■dMtad coo d tl_ oma is >�Y pahifid. i O io U q1tO Q U V 00 1 WzY C N a 0 mg LA — CO 1LU J p N w 0) W��to r cc =bt �V J r LU 4-111 m Q� v 0U 0 ^�^ } J_ 3 x x O io U q1tO � U V z0) 1 L C N Mimi LA U will cc W O 4-111 m (D 0 ^�^ 3 0 W IA z \MC/' 111 N O io U q1tO � CO V z0) 1 L N Mimi LA U will cc W O 4-111 LL (D 0 SHEET # A3.1 io U CM cc LON U will O Lf) ^�^ SHEET # A3.1 N89°40'00"E -- NORTH LINE OF LOT 1, BLOCK 3, LAKESIDE SEVENTH ADDITION LAKESIDE EIGHTH ADDITION 118.76 co 0 LLJ 10 4-09 9'49" N89040'00"E 95.10 I R=174.00 29.35 (3r0 10 5 0 10 ( IN FEET ) 1 inch = 10 feet DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED WITH LICENSE NUMBER 42299 • DENOTES FOUND IRON MONUMENT. FOR THE PURPOSES OF THIS PLAT, THE NORTH LINE OF LOT 1, BLOCK 3, LAKESIDE SEVENTH ADDITION, IS ASSUMED TO HAVE A BEARING OF NORTH 89040'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. PIONEERnemn-g, PA. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIII"fECPS 3m LL I L Vr L 3m LL I J SCANNED LAKESIDE KNOW ALL MEN BY THESE PRESENTS: That R.E.C., Inc., a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Lots 1, 2, and 3 , Block 3, LAKESIDE SEVENTH ADDITION, according to the recorded plot thereof, Carver County, Minnesota Has caused the some to be surveyed and platted as LAKESIDE EIGHTH ADDITION and does hereby donate and dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said R.E.C., Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 201 R.E.C., Inc. Ronald E. Clark as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201. by Ronald E. Clark as of R.E.C., Inc., a Minnesota corporation, on behalf of said corporation. Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County, Minnesota EIGHTH ADDITION CHANHASSEN, MINNESOTA This plat of LAKESIDE EIGHTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 201,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By. . Mayor By. COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this COUNTY AUDITOR/TREASURER, Carver County, Minnesota Clerk day of B v: John E. Freemyer Carver County Surveyor 201 I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 201 I Peter J. Hawkinson 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 plat; that all monuments depicted on the plat have been or will be correctly set within one By year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of Laurie Engelen, County Auditor/Treasurer this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of STATE OF MINNESOTA COUNTY OF 201 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 The foregoing Surveyor's Certificate by Peter J. Hawkinson, Minnesota License No. 42299, was acknowledged before me this day of . 201 Notary Public, My Commission Expires County, Minnesota COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE EIGHTH ADDITION was filed this at o'clock .M. as Document No. day of , 201 B y. Mark Lundgren, County Recorder PISNEERneerin, P.A. OVR. ENGID ERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIRTECTS Jh LL 1 Ut Z Jhitt I LAKESIDE EIGHTH AREA SKETCH ADDITION 10 5 0 10 ( IN FEET ) 1 inch = 10 feet AREA SUMMARY TOTAL LOT AREA =0.2338 AC TOTAL AREA =0.2338 AC PISNEERneering, P.A. CI ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHI I F(I'S LEGEND EXISTING PROPOSED FUTURE DESCRIPTION SELECT BACKFILL MATERIAL GRAVEL CONST. ENTRANCE PI'ONEERenginem ing CN ENGINEERS LA PLANNIRS LA SUR YORS LA SCAPEARCFQMM 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei g www.pioneeeng.com © 2012 Pioneer Engineering LAKESIDE 7TH & 8TH ADDITION GRADING, UTILITY &STREET CONSTRUCTION PLAN CHANHASSEN, MINNESOTA D N r- 0— 0— D ox --4m �2N O Z ® SANITARY MANHOLE -- - - -- --- — EXISTING SANITARY SEWER �) PROPOSED SANITARY SEWER > > FUTURE SANITARY SEWER L�J HYDRANT pQ ►� �J GATE VALVE ► ® REDUCER - EXISTING WATERMAIN PROPOSED WATERMAIN I I FUTURE WATERMAIN [,I ® m CATCH BASIN & ® ® BEEHIVE 0 • ® STORM MANHOLE C= ► ® FLARED END SECTION ® ® CONTROL STRUCTURE -- -->r----:.>:>— EXISTING STORM SEWER )�))� PROPOSED STORM SEWER >> >> FUTURE STORM SEWER SURMOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER RIBBON CURB & GUTTER mu mm no mm no sm PHASE LINE ------------ EASEMENT LINE -- — — —so<— — -- EXISTING 2' CONTOUR LINE EXISTING 10' CONTOUR LINE 902--- PROPOSED 2' CONTOUR LINE —900— PROPOSED 10' CONTOUR LINE OUTLET -957.0 POND OUTLET LINE HWL=900'2 - - — POND HIGH WATER LINE 84.3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW — — — DELINEATED WETLAND LINE FEMA FLOODPLAIN BOUNDARY • • • • • • • • • • • • • • • • STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY-DUTY EROSION CONTROL TREE FENCE RETAINING WALL C CONSERVATION AREA SIGN T W WETLAND BUFFER SIGN _ _ _ _ EX. CULVERT oh oh EX. OVERHEAD UTILITY LINES tv tv EX. UNDERGROUND TELEVISION LINE t t EX. UNDERGROUND TELEPHONE LINE fo fo EX. UNDERGROUND FIBER OPTIC LINE e e EX. UNDERGROUND ELECTRIC LINE 9 9 EX. UNDERGROUND GAS LINE x x EX. FENCE (BARBED WIRE) # # EX. FENCE (CHAIN LINK) [] [] EX. FENCE (WOOD) EX. CAST IRON MONUMENT ■ EX. ELECTRIC BOX C•3- EX. FLAG POLE • EX. NATURAL GAS METER O EX. HAND HOLE • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK >Yt EX. LIGHT POLE ® EX. PK NAIL t EX. UTILITY POLE 5= EX. LAWN SPRINKLER VALVE EX. LAWN SPRINKLER HEAD EX. SEMAPHORE Q1 EX. SERVICE IN EX. TELEPHONE BOX • EX. TEST HOLE ® EX. TELEVISION BOX "eL EX. WATER WELL EX. MONITORING WELL ® EX. MAILBOX 1& EX. CONTROL POINT A EX. SPIKE EX. SIGN EX. CLEANOUT EX. SIGNIFICANT TREE rYYWYI EX. TREE LINE EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE EX. CONCRETE SURFACE SELECT BACKFILL MATERIAL GRAVEL CONST. ENTRANCE PI'ONEERenginem ing CN ENGINEERS LA PLANNIRS LA SUR YORS LA SCAPEARCFQMM 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei g www.pioneeeng.com © 2012 Pioneer Engineering LAKESIDE 7TH & 8TH ADDITION GRADING, UTILITY &STREET CONSTRUCTION PLAN CHANHASSEN, MINNESOTA D N r- 0— 0— D ox --4m �2N O Z v m f L�J L �� I z 0 x m D W v • • �1 ' jl��f'l / g", \ Q\ 4 �d: q D TyFS/0 l \� 0 F \ �-- D—H /\via oOm Z Z r--� m r FI o v D m Lz�n� I— o In �- zo m� v m0> OM r L _u 0 06 Z:m� —r7 oma I— o m �z v o_d l I � D'n> pm 0O 0 �� m r _ J I 1 0'm L - —r� �m �ozn c� z vm / 0 r D m 0 m y L -D— --I (I Tl \ °T 0 D (A v LOCATION MAP SHEET INDEX 1. COVER SHEET 2. SANITARY SEWER & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS 6. CITY DETAILS 7. CITY DETAILS S1. SITE PLAN G1. REMOVAL PLAN G2. GRADING & EROSION CONTROL G3. GRADING DETAILS C" R�ECEINrM JAN 2 1 2013 CWMASSEN RMMNQDEPT m � __j _ BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN D r BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF v D—{ I THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. a I M ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN c rvi I BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF 0 50 100 200 THE INTERSECTION OF LAKE RILEY ROAD AND O y I I LYMAN BOULEVARD. -1I I ELEVATION=896.13 GRAPHIC SCALE IN FEET 07 -ENG -11205 3 -SHEET -C V R. D W G Erl SCANN t., u r D m 0 m y L -D— --I (I Tl \ °T 0 D (A v LOCATION MAP SHEET INDEX 1. COVER SHEET 2. SANITARY SEWER & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS 6. CITY DETAILS 7. CITY DETAILS S1. SITE PLAN G1. REMOVAL PLAN G2. GRADING & EROSION CONTROL G3. GRADING DETAILS C" R�ECEINrM JAN 2 1 2013 CWMASSEN RMMNQDEPT m � __j _ BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN D r BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF v D—{ I THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. a I M ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN c rvi I BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF 0 50 100 200 THE INTERSECTION OF LAKE RILEY ROAD AND O y I I LYMAN BOULEVARD. -1I I ELEVATION=896.13 GRAPHIC SCALE IN FEET 07 -ENG -11205 3 -SHEET -C V R. D W G Erl SCANN t., STEEL POST 2" CURB 1 STOP & BOX HYDRANT W/6 -GV 12'-6"PVC C900 GND. ELEV.=914.2 2" COPF SERVICE 2" CORP. STOP 2" COPPER /-(TYPE-K) VARIES 2" COPPER SERVICE CONNECT TO EXISTING SANITARY SEWER. VERIFY LOCATION & ELEVATION. ELEV=898.47 CONNECT TO EXISTING WA W/6 -GV. REMOVE EXIS' VERIFY LOCATION & EL F/GV. \ . T10N 906•x!-__-__-_ 0+81 S=1+19 0+43 t =917.9 CS=917. =918.0z407. INV -907 2 01-906.5_- 9 7.5 CS=9 7.9 =9 7.0 INV= 07.( I�0 - S S=0+83 CS=916. 1 INV=905.6 6"-9013END S=0+80 2 CS=916. INV=90 6 HYDRANT -X6 -TEE -GV S=0+58a 6 W/6 31NV=904 A 6'-6"PVC C900 . NV=90.5 � t GND. ELEV.=915.4 I S= CS 4 S=0+41 IN\ CS -914.7 INV=904 SURROUND COPPER STUBS WITH THREE STEEL POSTS 2" COPF SERVICE 2" CORP. STOP 2" COPPER /-(TYPE-K) VARIES 2" COPPER SERVICE CONNECT TO EXISTING SANITARY SEWER. VERIFY LOCATION & ELEVATION. ELEV=898.47 CONNECT TO EXISTING WA W/6 -GV. REMOVE EXIS' VERIFY LOCATION & EL F/GV. \ . T10N 906•x!-__-__-_ 0+81 S=1+19 0+43 t =917.9 CS=917. =918.0z407. INV -907 2 2 SALVAGE & RECONN EXISTING HYDRANT-� 6"X6"TEE W/6"GV 5' -6 -PVC C900 A \: GND. ELEV.=912.7 8.3 CONNECT TO EXISTING WATERMAIN W/6 -GV. VERIFY LOCATION & ELEVATION 2+86.31 CS=915.0 1 INV=904.6 S=0+59 CS=915.2 2 INV=904.6 0+36 =915.2 3 '=904.8 4 S=0+21 CS=914.8 4 �=0+44 CS=914.0 5 INV=903.2 S=0+98 GS=913.0 6 PE K) IRRIGATION SERVICE. STOP ELEV=911.9 S=1+17 CS=913,2 7 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 `CONCRETE BLOCK 6" PVC SUPPORT TOP NUT HYDRANT (INH) ON NORTH SIDE OF WATERMAINIRRIGATION SERVICE LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE (TYPICAL SECTION NOT TO SCALE) RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 PIONEERenginem ing C ENGINEERS LANDPLANNERS LANDSU WYORS LANDSCAPEAR( s 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9488 8 Mendota Hei o www.pioneeregcom © 2012 Pioneer Engineering nrea.ce>l�:eal�cay:la:recs�o��.YH 06 6 9 7.5 CS=9 7.9 =9 7.0 INV= 07.( I�0 2 SALVAGE & RECONN EXISTING HYDRANT-� 6"X6"TEE W/6"GV 5' -6 -PVC C900 A \: GND. ELEV.=912.7 8.3 CONNECT TO EXISTING WATERMAIN W/6 -GV. VERIFY LOCATION & ELEVATION 2+86.31 CS=915.0 1 INV=904.6 S=0+59 CS=915.2 2 INV=904.6 0+36 =915.2 3 '=904.8 4 S=0+21 CS=914.8 4 �=0+44 CS=914.0 5 INV=903.2 S=0+98 GS=913.0 6 PE K) IRRIGATION SERVICE. STOP ELEV=911.9 S=1+17 CS=913,2 7 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 `CONCRETE BLOCK 6" PVC SUPPORT TOP NUT HYDRANT (INH) ON NORTH SIDE OF WATERMAINIRRIGATION SERVICE LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE (TYPICAL SECTION NOT TO SCALE) RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 PIONEERenginem ing C ENGINEERS LANDPLANNERS LANDSU WYORS LANDSCAPEAR( s 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9488 8 Mendota Hei o www.pioneeregcom © 2012 Pioneer Engineering nrea.ce>l�:eal�cay:la:recs�o��.YH RAINGARDEN A RE: 908.0 OUTLET=908.5 INV: 905.0 HWL=908.5 WET VOL.=0.000 AC*FT STOR. VOL=0.022 AC*FT RAINGARDEN B7' -FILTER MATERIAL OUTLET=908.5 BOTTOM: 905.0 8"—CPE C.O. HWL=908.5 RE: 998.0 WET VOL.=0.000 AC*FT RE: 907.5 INV: 905.0 , STOR. VOL=0.029 AC*FT INV: 905.0- 8"— CPE SLOTTED -' DRAINTILE PIPE` - w w RE: 908.1 INV: 9050.-R INV- 904.6(FES_ # Z F _ 1 , DRAINTILE (TYP.) j r CD CB -104 1 , 1 t � / C'pmirPVC I DRAINTILE (TYP.) I I 3 A PERF. PSC 1 �4H-102 r i i CB -100A RIM: 903.5 REM0 INV OUT -901.67 12" HDPE SA4W PIPES 7' — 12" HDPE 0 20.12% I' I X. MANHOLE. & REINSTALL ZEA DRAIN. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB -104 27" DIA. R-2501 CBMH-102 48" DIA. R-3067 V CBMH-103 48" DIA. R-3067 V CBMH-105 48" DIA. R-3067 V CBMH-106 48" DIA. R-3067 V MH -100 48" DIA. R-2501 MH -101 48" DIA. R-1642 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION =886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION =896.13 PI'ONEERengineering CIVILENGWFERS LA PLANNERS LA SU NTYORS LA SCAPEARCIU=S 2422 Enterprise Drive (651)681-1914 Heights, MN 55120 Fax: 681-9488 Mendota Hei g www.pioneereng.com 0 2012 Pioneer Engineering 07-ENG-112053-SHEET-321.DW G 4' TOPSOIL & SEED (TYP) SURMOUNTABLE CONCRETE CURB & GUTTER 1' TYP. CURB LEGEND TYPICAL SECTION PRIVATE ROAD 24' PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2' MNDOT 2350 LWW35030B 6" CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR SUBBASE (MNDOT 3149.2 B2) 08.15 = TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB 08.32 = TOP OF CURB ELEVATION DELTA FOR B -STYLE CURB 07.82 = TOP OF CURB ELEVATION PC FOR RIBBON CURB Cl =MOUNTABLE CURB & GUTTER 30.97 = B -STYLE CURB & GUTTER 16.33 = RIBBON CURB & GUTTER 0+73.62 = CONCRETE PEDESTRIAN RAMP SURMOUNTABLE CONCRETE CURB & GUTTER ��m CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT Cl 44'50'49" 30.97 39.57 16.33 0+42.65 0+73.62 C2 23'34'40" 66.66 162.00 33.81 -0+00.00 0+66.66 DRWY-B DRWY-C DRWY-A 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION =896.13 PIONEERenginem ing C ENGINEERS LANDPLANNPRS LA SU WNORS LA SCAPEARCf{I'R:CLS 2422 Enterprise Drive (651)681-1914 Mendota Heiohts, MN 55120 Fac: 88 o www.pioneerereng.cng.com 0 2012 Pioneer Engineering 07 -ENG -112053- 331.D W G BLOM (TY HYDRANT LEADS CROSSES IDENOTES ...� MECALUG FIENDS_ 1. 1YEEUALUGa TO BE USED AT ALL LEEMA10CAL 2 PLACE BLOCI( MM ML GTE VALVES ANO HYONNDRAHTS. 11S 3. CEI. BLaaoLL lc AT ATEE; raps. AND CD AT CERTNN IRDRAfIii l ALL FlTIN(:S NUR ND BOLTS OOLT BE UNIODBSPRAYED USING A BnUYMWS COAL TM CGT SLPRED BY ucicko AGAD6T MANUFACTURER. S BG IBt61uesim woos. ate. TYPICAL MEGALUG LOCATION ENGINEERING DEPARTMENT PIAIE Nip.. 1009 FAE MMAER G 1 / I usher e- t. 2'ad ..3 4'i.d. 0 2 req./ belt of manhole 0 O /8" galvanized 45' BEND N SIZE Or Equal e D7 c S to accept a D3 3/4'( belt 1'-5' a 4 - 1' Dio. holes I manhole frame evenly Manhole cone Not to Scale X3';i PLAN VIEW I TOP COVER REMOVED 4" f - 8 1n 2'-0' 12" amnokJ (HYD) Or Equal and cove or equal with 27" R/W 0 I = � R/W 4 m S -6- R1981J or equal, 16"o.c. X-C Aluminum steps approved. 10' S-A 8'-4' 4'-0' 24" 4'-4" S-0" 6'-10" 0 W-8' S-0' W. 32 12" MH Gate wive location 17'-0 6'-0' 4 an projection of 21 48 4 property line. R/W R/W NOTE: 6 12 All dead ends to be 65 5 11 extended o minimum of 63 5 11 we pipe length beyond 61 20" NOTE: gate vel" and dosed 35 80 Water main to be on with plug tied back to 34 77 north and west side tee. 32 75 of center line unless 8 17 41 hydrants pew conflict 8 16 40 with proposed sidewalk MTN TYPICAL 38 INTERSECTION PEMSED:1-OB ENGINEERING DEPARTMENTPLATE N0. 1001 ru NME. M\uwNVMNJW BLOM (TY HYDRANT LEADS CROSSES IDENOTES ...� MECALUG FIENDS_ 1. 1YEEUALUGa TO BE USED AT ALL LEEMA10CAL 2 PLACE BLOCI( MM ML GTE VALVES ANO HYONNDRAHTS. 11S 3. CEI. BLaaoLL lc AT ATEE; raps. AND CD AT CERTNN IRDRAfIii l ALL FlTIN(:S NUR ND BOLTS OOLT BE UNIODBSPRAYED USING A BnUYMWS COAL TM CGT SLPRED BY ucicko AGAD6T MANUFACTURER. S BG IBt61uesim woos. ate. TYPICAL MEGALUG LOCATION ENGINEERING DEPARTMENT PIAIE Nip.. 1009 FAE MMAER G 1 / I usher e- t. 2'ad ..3 4'i.d. Eccentric aide 2 req./ belt of manhole 0 O /8" galvanized 45' BEND Romnek bolt SIZE Or Equal e D7 Threaded Insert D2 to accept a D3 3/4'( belt 1'-5' 4 required 4 - 1' Dio. holes I manhole frame evenly Manhole cone spaced reinforcing PLAN VIEW I TOP COVER REMOVED 4" f - 8 TIE DOWN DETAIL 2'-0' 12" amnokJ Neanah R -1755G frame Or Equal and cove or equal with 27" 2 conceded pick holes 0 I 3'-0' � 3'-10' 4 Manhole Stape, Neenah S -6- R1981J or equal, 16"o.c. X-C Aluminum steps approved. A 48' '0"- Ring gasket ECCENTRIC WATERTIGHT MANHOLE off WATERTIGHT M= 4usluealoe MANHOLE lsl�z w ENGINEERING DEPARTMENT ' No.. 2105 FkE NAAEc a 106 PISNEERengineering CVILENGDNTE.RS LANDPLAN7iER5 LANDSURVEYORS LANDSCAPEARCEBiECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 e www.pioneereng.ceng.com © 2012 Pioneer Engineering NOTES - 1. Shape of back of buttress may wry as long as poured against firm undisturbed earth. 2. Dimension C1,C2.C3 should be Imge enough to make angle than 45'. 0 egad to or large 3. Dimension AI,AZA3 should be as Inge as possible without interfering with MJ bolls. 4. Y = 45' Minimum. S. Place polyethylene between concrete & pipe. B. All bends & fittings shall be restrained with Megalugs thrust reetroints or equal 6 - See ne e - see note 4 PLAN 90' BENDS PLAN 45' BENDS VulaNe Y Y 6 - See role 4 CONCRETE SHALL BE A IN CONTACT WITHA 9 THIS QUADRANT OF PIPE BEDDING MATERIAL .. .• UNDISTURBED EARTH ooslE SECTION A -A PLAN 22 1/2' BENDS CONCRETE 1THRUST BLOCKING IREYISED.2-are ENGINEERING DEPARTMENT PIATE No.. 1002 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. BUTTRESS DIMENSIONS 7.0' COVER VARIABLE PIPE 22 1/2BEND 45' BEND 90' BEND SIZE BI D7 B2 11 D2 B3 D3 6" 1'-5' 1'-5' 1'-5' V-5' T-1' V-6" 8 18 2 2'-1' 8 2'-8" 2'-0' 12" V-10" V-10" S-4' 2'-0' 4'-9" 2'-6" 16" 3'-0' - - 3'-10' 3'-0' 6'-2" S -6- 20n X-C 2'-B" 5'-6' S-A 8'-4' 4'-0' 24" 4'-4" S-0" 6'-10" S-10 W-8' S-0' W. 32 12" 9'-3' 6'-0" 17'-0 6'-0' e - see note 4 PLAN 90' BENDS PLAN 45' BENDS VulaNe Y Y 6 - See role 4 CONCRETE SHALL BE A IN CONTACT WITHA 9 THIS QUADRANT OF PIPE BEDDING MATERIAL .. .• UNDISTURBED EARTH ooslE SECTION A -A PLAN 22 1/2' BENDS CONCRETE 1THRUST BLOCKING IREYISED.2-are ENGINEERING DEPARTMENT PIATE No.. 1002 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 IDENTIFlED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE RON 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. WIN I RESTRAINED PIPE REQUIREMENT FOR DIP RLvlsm: ENGINEERING DEPARTMENT PLATE Nq.. 1011 FlIE MME C G CS 1 1 INNER MANHOLE BARR(RING SEAL` AS MANUFACTURED BY 'STRIKE PRODUCTS' OR APPROVED EQUAL PRECAST, BLOCK. OR BRICK MANHOLE CONE CORBEL FRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINDS MASTIC SEAL BETWEEN FRAME AND STRUCTURE INFl-SHIELD EXTERNA SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPUCATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES, 1. TRIM TOP OF SEA TO 1' ABOVE TOP OF RINGS. CASTING SHOULD M REST ON SEAL 2. PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTAL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. 1& BARRIER aLVISED I -1p ENGINEERING DEPARTMENT RALE No.. FILE NME G sKM oar 21 D9 kmnoi O1" CORPORATION STOP ° PLUGGED END WATER MAIN LJ AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. �9 AIR BLEED DETAIL iEVlsEv z -w ENGINEERING DEPARTMENT PUTh N7.. 1003 NYC Q Cs 100] CL PL 7.0' COVER VARIABLE .. III s o 7.5' COVER I-11 STT I I -1 11 -III -I 11 - 9' POSTS 8.0' OOVER i PIPE SRE 1. 225 45 I DEAD 90 F1lD 225 45 90 END 225 IS 90 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 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30 1 21 50 117 10 20 48 113 9 19 46 109 36"a 24 59 138 11 23 57 133 11 22 54 129 42" 28 67 159 13 27 65 153 12 26 62 148 48" 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFlED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE RON 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. WIN I RESTRAINED PIPE REQUIREMENT FOR DIP RLvlsm: ENGINEERING DEPARTMENT PLATE Nq.. 1011 FlIE MME C G CS 1 1 INNER MANHOLE BARR(RING SEAL` AS MANUFACTURED BY 'STRIKE PRODUCTS' OR APPROVED EQUAL PRECAST, BLOCK. OR BRICK MANHOLE CONE CORBEL FRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINDS MASTIC SEAL BETWEEN FRAME AND STRUCTURE INFl-SHIELD EXTERNA SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPUCATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES, 1. TRIM TOP OF SEA TO 1' ABOVE TOP OF RINGS. CASTING SHOULD M REST ON SEAL 2. PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTAL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. 1& BARRIER aLVISED I -1p ENGINEERING DEPARTMENT RALE No.. FILE NME G sKM oar 21 D9 kmnoi O1" CORPORATION STOP ° PLUGGED END WATER MAIN LJ AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. �9 AIR BLEED DETAIL iEVlsEv z -w ENGINEERING DEPARTMENT PUTh N7.. 1003 NYC Q Cs 100] CASTING SHALL BE NEENAHNI R-1642 OR MCI7 309 AND SHALL INCIIE SELF SEALING VARIES TWE UDS STAMPED SANITARY SENER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2') ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2' RING WITH _ PRECAST CONCRETE MORTOR - 0.2') ADJUSTING RINGS 1&I BARRIER 27" 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES - 1. AST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2' MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL mom MANHOLE CASTING AND {1m11um10M ADJUSTING DETAIL rcvlsm:l-10 ENGINEERING DEPARTMENT PUTT No.. RE NAMED C CS 110 211Q w Q u) �' m s $ 8 O u. U �� 6 as W I.r \ q i < x z��" No \ & o k'S 1p � y Y i Win „ r4i o S rem 3 Z K U F N O r n 60 3 c6� 0 °acs gd x A N in s $iii'es m a m m �ZX6x U I(VN .9'1 _ (a F_.ax u, a O = W 0<W O x W2W O aIFZeOO V�8O �ZOjK OJ <� �3 --ll x o. a ¢ =obi's rd Id k`14 2X �O In 8M3 �[�� Dry ¢��< r Iy Z p 0 M. M 2 IG�f R � Y-JZO< Y rax Q$F B c Mxzd:rc x _ e,F z��ly•8 4 5 � X x¢= Sar 23�a+:�•<LL' O'CIVI ild rd SYN xiT'3�477i x<Yat Z TYPICAL HYDRANT INSTALLATION ENGINEERING DEPARTMENT PIAIE 1004 FILE N 1k CS 1004 CL PL VARIES 9' Metal Fence Poet 0 I VTee d ,z NeededPugg,Y1,Z7) (X2,Y2,Z2 Min. Slope 1/4/Ft. ts of Excavation 2'x2" Marker SDR -26 wye & service line. Fillye and 45' band crete Encasement aayeer NOTES. 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service R not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fenn Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use o1 Bends Shall be Restricted to the Two Shown an This Detail. 4. Cleanout Required an Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Ccxrdinatw of service line at any & all bends at ROW (in Carder County Coordinates). El of SANITARY SERVICE RISER (GREATER THAN 16' DEEP) ENGINEERING DEPARTMENT PUTS xa. Fl� NAYE@ cs z 2002 Use MNDOT 3149.2A Granular Borrow VARI Use MNDOT 3149.2. (Pipe FMaterieldation - Required The bottom of the tench Mall be 1=0 31"d 031"d tL of the the Pig b d alfa r at Pipe Dia. z 0.5 Min. 'Dio' Denotes outside diameter of pipe u NOTES 1. When existing will conditions arc not acceptable far backfill and/Or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils w9inev will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material mall be accordance with MNDOT 3149.2H course filter aggregate. 11R I PIPE BEDDING IN POOR SOILS RINISED:z 10 ENGINEERING DEPARTMENT PIAIE w.. 2201 RLE NYE: G, 6 rL Street PL Variable 9' 6' Metal fence post dart tMg wrb box. Tap 8" painted blue. Curb box with 1 1(4* standpipe and staff!anory rod i s Watt/ Service I` 1'X1' Corporation Cock 1" Type "K" Capper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one conlinous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1' Inside diameter. 5. Saddles required an 6" DIP or smaller mains. 6. Saddles when required shall be Ford stye F202 double strap. 7. Stainless steel wddks required an all PVC watermain. �I�q�p TYPICAL Wl1V[ WATER SERVICE RLwtsfn roe ENGINEERING DEPARTMENT PIATE NO.. 1005 FILE NAYE:Q GBP lope Manhole Casting and Adjusting Ring (Sou Plate 2110) Provide I&I Barrier on all sanitary sewer malhole(sn plate 2109) Manhole steps sholl be Neenah R -1981J, 16' an center. Steps Shall be an Downstream Side Unless Ppe Diameter is 18' or Larger All joints In manhole to hove "O'ring rubber gaskets. Infi-shield external seals A Maximureq of 2 by the Engineer. mm o1 Short ManholeRisers to Used Directly Below Cone, Ssction Pipe shall be cut out flush with inside face of wall. Kar -n -sed required Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION, VIEW Sloped 2" Toward the Invert Minimum thickness of precast base Is 6" for 14' deep ar less, and increases 1' M thickness for awry 4' of depth greater than 14'. NM 1. Kor-n-awl manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch begin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. QIIIOP STANDARD MANHOLE afllsED:4-oe ENGINEERING DEPARTMENT PUTS No.. 2101 FlLE NMiQ G Ede tat Compacted Normal FIN CL PL 95% of the Standard VARIABLE .. III s o rl I_ > I-11 STT I I -1 11 -III -I 11 - 9' POSTS e i Z WYE PLUGGED END -\I s foundation embedment material if needed. Pipe foundation material shall m BEND N1/8 6' PVC SDR -26 PIPE MIN. SLOPE 1/4' PER FOOT No. 58 PIPE BEDDING HDPE OR 2'X2' MARKER �1/2 PIPE DIAMETER MIN. SEE NOTE 2. ®I®6S®i SANITARY SEWER NEvlsEm l -tar GRAVITY MAIN PRECAST CONCRETE a ECS 2202 FILE NAMED S SANITARY SEWER SERVICE CONNECTION DETAIL No. 59 20" SERVICES TO BE USED IN CON NC ON C PIPED RINGS SHALL BE SET ON ABS ' V8520 MAINS FOR DEPTH OF COVER 16 FEET OR LESS. 9' NOTES 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2 WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN Md BARRIER THE SAME TRENCH, INSTALL A 5' HEAVY META FENCE POST NEXT TO 2 X 2 27" 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. AL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER WEAR COURSE ADJ. DETAIL AGGREGATE (3149H)11p On TYPICAL SANITARY SEWER SERVICE P @}� ENGINEERING DEPARTMENT PUh W... 2001 FEE NYE CS Om CASTING SHALL BE NEENAHNI R-1642 OR MCI7 309 AND SHALL INCIIE SELF SEALING VARIES TWE UDS STAMPED SANITARY SENER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2') ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2' RING WITH _ PRECAST CONCRETE MORTOR - 0.2') ADJUSTING RINGS 1&I BARRIER 27" 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES - 1. AST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2' MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL mom MANHOLE CASTING AND {1m11um10M ADJUSTING DETAIL rcvlsm:l-10 ENGINEERING DEPARTMENT PUTT No.. RE NAMED C CS 110 211Q w Q u) �' m s $ 8 O u. U �� 6 as W I.r \ q i < x z��" No \ & o k'S 1p � y Y i Win „ r4i o S rem 3 Z K U F N O r n 60 3 c6� 0 °acs gd x A N in s $iii'es m a m m �ZX6x U I(VN .9'1 _ (a F_.ax u, a O = W 0<W O x W2W O aIFZeOO V�8O �ZOjK OJ <� �3 --ll x o. a ¢ =obi's rd Id k`14 2X �O In 8M3 �[�� Dry ¢��< r Iy Z p 0 M. M 2 IG�f R � Y-JZO< Y rax Q$F B c Mxzd:rc x _ e,F z��ly•8 4 5 � X x¢= Sar 23�a+:�•<LL' O'CIVI ild rd SYN xiT'3�477i x<Yat Z TYPICAL HYDRANT INSTALLATION ENGINEERING DEPARTMENT PIAIE 1004 FILE N 1k CS 1004 CL PL VARIES 9' Metal Fence Poet 0 I VTee d ,z NeededPugg,Y1,Z7) (X2,Y2,Z2 Min. Slope 1/4/Ft. ts of Excavation 2'x2" Marker SDR -26 wye & service line. Fillye and 45' band crete Encasement aayeer NOTES. 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service R not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fenn Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use o1 Bends Shall be Restricted to the Two Shown an This Detail. 4. Cleanout Required an Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Ccxrdinatw of service line at any & all bends at ROW (in Carder County Coordinates). El of SANITARY SERVICE RISER (GREATER THAN 16' DEEP) ENGINEERING DEPARTMENT PUTS xa. Fl� NAYE@ cs z 2002 Use MNDOT 3149.2A Granular Borrow VARI Use MNDOT 3149.2. (Pipe FMaterieldation - Required The bottom of the tench Mall be 1=0 31"d 031"d tL of the the Pig b d alfa r at Pipe Dia. z 0.5 Min. 'Dio' Denotes outside diameter of pipe u NOTES 1. When existing will conditions arc not acceptable far backfill and/Or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils w9inev will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material mall be accordance with MNDOT 3149.2H course filter aggregate. 11R I PIPE BEDDING IN POOR SOILS RINISED:z 10 ENGINEERING DEPARTMENT PIAIE w.. 2201 RLE NYE: G, 6 rL Street PL Variable 9' 6' Metal fence post dart tMg wrb box. Tap 8" painted blue. Curb box with 1 1(4* standpipe and staff!anory rod i s Watt/ Service I` 1'X1' Corporation Cock 1" Type "K" Capper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one conlinous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1' Inside diameter. 5. Saddles required an 6" DIP or smaller mains. 6. Saddles when required shall be Ford stye F202 double strap. 7. Stainless steel wddks required an all PVC watermain. �I�q�p TYPICAL Wl1V[ WATER SERVICE RLwtsfn roe ENGINEERING DEPARTMENT PIATE NO.. 1005 FILE NAYE:Q GBP lope Manhole Casting and Adjusting Ring (Sou Plate 2110) Provide I&I Barrier on all sanitary sewer malhole(sn plate 2109) Manhole steps sholl be Neenah R -1981J, 16' an center. Steps Shall be an Downstream Side Unless Ppe Diameter is 18' or Larger All joints In manhole to hove "O'ring rubber gaskets. Infi-shield external seals A Maximureq of 2 by the Engineer. mm o1 Short ManholeRisers to Used Directly Below Cone, Ssction Pipe shall be cut out flush with inside face of wall. Kar -n -sed required Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION, VIEW Sloped 2" Toward the Invert Minimum thickness of precast base Is 6" for 14' deep ar less, and increases 1' M thickness for awry 4' of depth greater than 14'. NM 1. Kor-n-awl manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch begin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. QIIIOP STANDARD MANHOLE afllsED:4-oe ENGINEERING DEPARTMENT PUTS No.. 2101 FlLE NMiQ G Ede tat Compacted Normal FIN r.25'-.5" L1.5' 95% of the Standard BIT. WEAR .. III s o rl I_ > I-11 STT I I -1 11 -III -I 11 - !�2" BIT BASE NEEHNAH-1979-0207 WITH in the pipe zone, pipe bedding and backfill shall be used as shown an 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 2' MIN. RISE OR 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. No. 58 PIPE BEDDING HDPE OR APPROVED EWA ®I®6S®i RCP & DIP NEvlsEm l -tar ENGINEERING DEPARTMENT PRECAST CONCRETE a ECS 2202 FILE NAMED S 14' No. 59 20" ADJUSTING RINGS RINGS SHALL BE SET ON ABS ' V8520 No. 57 9' VB521 SEALANT OR APPROVED EQUAL 14' V8522 6" DUCK CONCRETE Md BARRIER VS523 27" COLLAR SEE DEATAIL 2109 NOTE 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAHNI R-1642 OR MCI7 309 AND SHALL INCIIE SELF SEALING VARIES TWE UDS STAMPED SANITARY SENER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2') ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2' RING WITH _ PRECAST CONCRETE MORTOR - 0.2') ADJUSTING RINGS 1&I BARRIER 27" 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES - 1. AST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2' MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL mom MANHOLE CASTING AND {1m11um10M ADJUSTING DETAIL rcvlsm:l-10 ENGINEERING DEPARTMENT PUTT No.. RE NAMED C CS 110 211Q w Q u) �' m s $ 8 O u. U �� 6 as W I.r \ q i < x z��" No \ & o k'S 1p � y Y i Win „ r4i o S rem 3 Z K U F N O r n 60 3 c6� 0 °acs gd x A N in s $iii'es m a m m �ZX6x U I(VN .9'1 _ (a F_.ax u, a O = W 0<W O x W2W O aIFZeOO V�8O �ZOjK OJ <� �3 --ll x o. a ¢ =obi's rd Id k`14 2X �O In 8M3 �[�� Dry ¢��< r Iy Z p 0 M. M 2 IG�f R � Y-JZO< Y rax Q$F B c Mxzd:rc x _ e,F z��ly•8 4 5 � X x¢= Sar 23�a+:�•<LL' O'CIVI ild rd SYN xiT'3�477i x<Yat Z TYPICAL HYDRANT INSTALLATION ENGINEERING DEPARTMENT PIAIE 1004 FILE N 1k CS 1004 CL PL VARIES 9' Metal Fence Poet 0 I VTee d ,z NeededPugg,Y1,Z7) (X2,Y2,Z2 Min. Slope 1/4/Ft. ts of Excavation 2'x2" Marker SDR -26 wye & service line. Fillye and 45' band crete Encasement aayeer NOTES. 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service R not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fenn Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use o1 Bends Shall be Restricted to the Two Shown an This Detail. 4. Cleanout Required an Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Ccxrdinatw of service line at any & all bends at ROW (in Carder County Coordinates). El of SANITARY SERVICE RISER (GREATER THAN 16' DEEP) ENGINEERING DEPARTMENT PUTS xa. Fl� NAYE@ cs z 2002 Use MNDOT 3149.2A Granular Borrow VARI Use MNDOT 3149.2. (Pipe FMaterieldation - Required The bottom of the tench Mall be 1=0 31"d 031"d tL of the the Pig b d alfa r at Pipe Dia. z 0.5 Min. 'Dio' Denotes outside diameter of pipe u NOTES 1. When existing will conditions arc not acceptable far backfill and/Or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils w9inev will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material mall be accordance with MNDOT 3149.2H course filter aggregate. 11R I PIPE BEDDING IN POOR SOILS RINISED:z 10 ENGINEERING DEPARTMENT PIAIE w.. 2201 RLE NYE: G, 6 rL Street PL Variable 9' 6' Metal fence post dart tMg wrb box. Tap 8" painted blue. Curb box with 1 1(4* standpipe and staff!anory rod i s Watt/ Service I` 1'X1' Corporation Cock 1" Type "K" Capper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one conlinous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1' Inside diameter. 5. Saddles required an 6" DIP or smaller mains. 6. Saddles when required shall be Ford stye F202 double strap. 7. Stainless steel wddks required an all PVC watermain. �I�q�p TYPICAL Wl1V[ WATER SERVICE RLwtsfn roe ENGINEERING DEPARTMENT PIATE NO.. 1005 FILE NAYE:Q GBP lope Manhole Casting and Adjusting Ring (Sou Plate 2110) Provide I&I Barrier on all sanitary sewer malhole(sn plate 2109) Manhole steps sholl be Neenah R -1981J, 16' an center. Steps Shall be an Downstream Side Unless Ppe Diameter is 18' or Larger All joints In manhole to hove "O'ring rubber gaskets. Infi-shield external seals A Maximureq of 2 by the Engineer. mm o1 Short ManholeRisers to Used Directly Below Cone, Ssction Pipe shall be cut out flush with inside face of wall. Kar -n -sed required Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION, VIEW Sloped 2" Toward the Invert Minimum thickness of precast base Is 6" for 14' deep ar less, and increases 1' M thickness for awry 4' of depth greater than 14'. NM 1. Kor-n-awl manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch begin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. QIIIOP STANDARD MANHOLE afllsED:4-oe ENGINEERING DEPARTMENT PUTS No.. 2101 FlLE NMiQ G Ede tat Compacted Normal FIN Material, Compacted to 95% of the Standard Proctor Density .. III s o rl I_ > I-11 STT I I -1 11 -III -I 11 - Shaped Natural Ground to Dipe NOTES 1. When existing wil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown an 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 3149.211 course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. No. 58 PIPE BEDDING IN GOOD SOILS ®I®6S®i RCP & DIP NEvlsEm l -tar ENGINEERING DEPARTMENT vuTT No.: 2202 a ECS 2202 FILE NAMED S aw1ER DRO LID 7.5' Minimum cover required MuelNo. 6860 ler No. H-10361 over top of water main. EEFBibby -Ste -Croix No. B-5160 Provide Valve Stem Risers VTo Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. BOTTOM Toler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Gobi No. VB516 60" 60" Val" and Boz to be II plastic wrapped pt/ ILS.. BASE rs(�lotion 2.03a-Jjm��j lJi Adjust top to 3/4' below grade. Box to be set to Provide 12' of adjustment. Tyler No. 6660 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box screw type, 3 piece, 5 1/4V shaft, size G box, 7'-6 extended, iW round base Gate Valve Adapter: 1/4' Steel With Protective Coating, 1/2" Rubber Gasket In Between The Gate Valve And Gate Valve Adapter. Mueller or American Flow Control Reailiant Wedge Valve L Conforming to AWWA C-515-80 Standards With All Stainless Steel Nuts & Bolts. 18'X18'X8" Concrete Block Off TYPICAL GATE VALVE AND BOX INSTALLATION REVEM.2-Qo ENGINEERING DEPARTMENT PIAIE No.. 1006 OL I-1 Cs 100e A T' 3' r Y+ tea 7 PLAN SECTION HORSESHOE DETAILS Manna. ending Ring (See Plate 2en11d0)edpade9 -Provide IM Banter on at owltary waver .has (see plate 2109) -ManhaM steps, Nwnoh RIMJ Nuwoum stars apposed. Manholeslips ewll be portion of that vertical Portion 4fa e o/ sans 'w foolnp downetrgn. AN joints In manhole to have '0'ring rubber g.keta infl-shWd external sees as required by the Engineer. A Max. of 2 Short Manhole RMwe to be Used Directly Below Cone Section NMI 1. �-n-nal manhole or approved 2 W71eri the m'hole or crotch brain structure Is @letryeted Wteke the travwlon roadway a eflnew post Mrd Man Whet be inWtalled next to fhe mwind. J. Pipe Halt be int bush with inedn len ai WI. 4 All dap houses sholl be grouted on the inside and outaft. S Precut Invert should M 1/2 Zla.le ward invert bench. stand 6. Precast Invert 4 reaaked. 7. Horizontal dime shat be pay waved Minknum gkpnes, of prnnt ben 106" far 14' deep or to w, endin. 1" in thickness for every 4' or deem greater Nan 14' deep. Cul bel sun DIP join with st., steel repair W. or 'proved pool e-0" DIP se e'- wctien noroes filled conarste tor on all s (see detal) i Db of pipe Precast Ir -1/4 band intpral with ban notion SECTION VIEW SANITARY SEWER OUTSIDE DROP MANHOLE RLYLSED2 p6 ENGINEERING DEPARTMENT PIAIE 2103 FlLE NMIEC SPECS N p.wmpacu .'. Backfill 12' + + + + + + + + + + + r + + + + + + + + + + + + a + + + + + + + + + + + + a + ++ + + + + Embedment a + + + + + + + + + + + a + r r y L+ + + + Motorial +++a 6.+ + + + + + + + + + + + + / Foundation - If Required (sae (Note 1) "Be* Denotes outside diameter of pipe NOTES - 1. A soils Engineer will be required to determine the depth of the pipe foundation 9 9 P DD embedment material if needed. Pipe foundation material shall be In accordance with MNDOT 314 course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with iDOx passing a 3 4" slew, and lees than 10.5 pawing a NO. 200 sieve. P 9 / D 9 R% PIPE BEDDING FOR P.V.C. PIPE RLNSED:2-10 RATE NO.: ENGINEERING DEPARTMENT 2203 FlLE N/J.IE: e c s+Ea zzo3 07-ENG-112053-DTL S.D W G Grade TOP Tyler No. 26' H-1 No. N-10361 26' ElibbyMueller Bibby -Ste -Croix No. OB502 27" EXTENSION Tyle No. 58 14' No. 59 18" No. 60 24' Mueller No. 58 14' No. 59 20" Bibb,Ste-Croix V8520 No. 57 9' VB521 No. 58 14' V8522 No. 59 20' VS523 No. 60 26' BOTTOM Toler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Gobi No. VB516 60" 60" Val" and Boz to be II plastic wrapped pt/ ILS.. BASE rs(�lotion 2.03a-Jjm��j lJi Adjust top to 3/4' below grade. Box to be set to Provide 12' of adjustment. Tyler No. 6660 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box screw type, 3 piece, 5 1/4V shaft, size G box, 7'-6 extended, iW round base Gate Valve Adapter: 1/4' Steel With Protective Coating, 1/2" Rubber Gasket In Between The Gate Valve And Gate Valve Adapter. Mueller or American Flow Control Reailiant Wedge Valve L Conforming to AWWA C-515-80 Standards With All Stainless Steel Nuts & Bolts. 18'X18'X8" Concrete Block Off TYPICAL GATE VALVE AND BOX INSTALLATION REVEM.2-Qo ENGINEERING DEPARTMENT PIAIE No.. 1006 OL I-1 Cs 100e A T' 3' r Y+ tea 7 PLAN SECTION HORSESHOE DETAILS Manna. ending Ring (See Plate 2en11d0)edpade9 -Provide IM Banter on at owltary waver .has (see plate 2109) -ManhaM steps, Nwnoh RIMJ Nuwoum stars apposed. Manholeslips ewll be portion of that vertical Portion 4fa e o/ sans 'w foolnp downetrgn. AN joints In manhole to have '0'ring rubber g.keta infl-shWd external sees as required by the Engineer. A Max. of 2 Short Manhole RMwe to be Used Directly Below Cone Section NMI 1. �-n-nal manhole or approved 2 W71eri the m'hole or crotch brain structure Is @letryeted Wteke the travwlon roadway a eflnew post Mrd Man Whet be inWtalled next to fhe mwind. J. Pipe Halt be int bush with inedn len ai WI. 4 All dap houses sholl be grouted on the inside and outaft. S Precut Invert should M 1/2 Zla.le ward invert bench. stand 6. Precast Invert 4 reaaked. 7. Horizontal dime shat be pay waved Minknum gkpnes, of prnnt ben 106" far 14' deep or to w, endin. 1" in thickness for every 4' or deem greater Nan 14' deep. Cul bel sun DIP join with st., steel repair W. or 'proved pool e-0" DIP se e'- wctien noroes filled conarste tor on all s (see detal) i Db of pipe Precast Ir -1/4 band intpral with ban notion SECTION VIEW SANITARY SEWER OUTSIDE DROP MANHOLE RLYLSED2 p6 ENGINEERING DEPARTMENT PIAIE 2103 FlLE NMIEC SPECS N p.wmpacu .'. Backfill 12' + + + + + + + + + + + r + + + + + + + + + + + + a + + + + + + + + + + + + a + ++ + + + + Embedment a + + + + + + + + + + + a + r r y L+ + + + Motorial +++a 6.+ + + + + + + + + + + + + / Foundation - If Required (sae (Note 1) "Be* Denotes outside diameter of pipe NOTES - 1. A soils Engineer will be required to determine the depth of the pipe foundation 9 9 P DD embedment material if needed. Pipe foundation material shall be In accordance with MNDOT 314 course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with iDOx passing a 3 4" slew, and lees than 10.5 pawing a NO. 200 sieve. P 9 / D 9 R% PIPE BEDDING FOR P.V.C. PIPE RLNSED:2-10 RATE NO.: ENGINEERING DEPARTMENT 2203 FlLE N/J.IE: e c s+Ea zzo3 07-ENG-112053-DTL S.D W G 1eMYW e" a COYPACIED SAND SEAM O. le" xim. SEPARARA TION • :i e' ~ S STYROFOAM I I INSULATION mAranox TO NL IST Z f2CIN WIN 111 I I LULS AS REINED. WATERMAIN UNDER STORM SEWER tim OISAATION AMID CT PACIED WIND SRAI EXTEND 12 -;AST OUTSIDE OF PPE NSILATIDN SHALL OVER LAP AT JGNTS BY MN. a 1 KIMWATERMAIN / STORM SEWER , 1M� CROSSING ' 10 ENGINEERING DEPARTMENT PIATE ND" 2204 FILE NAE:G SPE ni to °V1 I,C, ct&cagtehbasto be transitioned ✓ s'y l N .R Top of Curb g Nb�ael[chbgesp33t0p669u�tae�eve%J* va Ia�.1h, r 30 7 -VB shall be used �5Suu oy�{rile Curr6" BrVIs Concrete 2-/4-60'Lang Rebar Each Way Design gutter line grade SECTION A -A No Scale ISOM TRIC o e R 5' Min. Transition W -60' LONG Rabors Each way Frame & Casting �� CURB F��p�� CONSTRUCTION 1�11061L1Ge AT CATCH BASIN REVRD: t-10 ENGINEERING DEPARTMENT PLATE NO.; 3106 FlIE MME: G C SPECS 310° SAWCUT ALL EXISTING MANHOLE OR BITUMINOUS EDGES GATE VALVE (TYP.) 12' MIN. EXISTING BI UMIOUS SURFACE r1/4" ABOVE CASTING 2- MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 2)(:' 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 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 845E 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 ROWING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL 8. MNDOT 2350 -ORDINARY COMPACTION METHOD REQUIRED. QrIOF TYPICAL STREET PATCHING AT MANHOLES OR 16 GATE VALVES (BITUMINOUS) gym` 2-10 ENGINEERING DEPARTMENT PUTS NO.. 52028 nE NATE: a sPEcs 52om PIONEERengineei ing CIVIl.ENGIN ERS LANDPI.ANNP.RS LANDSURVLYORS LANDSCAPEARCFDIECI'S 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9488 Mendota Hei 8 www.pioneel-eng.com ©2012 Pioneer Engineering FINAL GRADE 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 ROARD - b 5' 5' 6' 3' Uff OF INSULATION DETAIL NEV6ED:'-'O ENGINEERING DEPARTMENT No.. 2205 FAE W Q G SPECS W111 RIP RAP DETAIL 0 PEYn5FD:2-10 PULE NO.: ENGINEERING DEPARTMENT 3107 FlE MA1CQ G CS 310] PLAN 1/2'r RIPRAP REQUIREMENTS NTS 3'r Top Bituminous Material 1/Yr Nope 3 4 a ft PIPE DIA RIPRAP REWIRED GRANULAR FILTER REWIRED 127 TO 24" 8 to 12 CY 0..3 UNDER RIP RAP AND 2 27' TO 33' 14 to 20 CY CL3 LAYERS OF 5DOX MIRAFl 36' TO 48' 23 to 38 CY 0..3 FABRIC OR EQUAL 54' AND UP 62 CY and up CL4 X YA (One cubic ywd Is approxknotely 2,800 lbs.) HDPE adjusting rings. Parking Lots, or Medians. 28 8 - A - 2' RIPRAP Minimum of 2-2"L N r r N Varies Granular Flter (MNDOT 3601.26) concrete odjuwwt 24' x 36' SECTION A -A Geotexthe Filter Type III rings allowed with 1/4' Precast NTS .1/2. • }: °.'` •,1T1/2'' 1101/2' � ill 1 RIPRAP ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. r 3' Grout Surmountable an the outside. Granula Filter (MNDOT 3501.28) 28' SECTION B -B Geoteatile Filter Type III pun NO.. 5209 NTS Bituminous W111 RIP RAP DETAIL 0 PEYn5FD:2-10 PULE NO.: ENGINEERING DEPARTMENT 3107 FlE MA1CQ G CS 310] NOTE: 1- V Grata Shown y,l 2- VB Grote Shown shall be used at all low points. Face of Curb Direction of Flow PLAN 6" 1 Distance to rt variable 1/2'r �■{ IBS ro 3'r Top Bituminous Material 1/Yr Nope 3 4 a ft ,r1 n N Grate to be 2' below Er 18' MnDOT 8618 Concrete Curband(utter 1/2"r DIM.... to 3"r 1/2"r Top Bituminous Material `f0 slope per \ io 3 4" Jra CATCH BASIN IN RADIUS IMB612 Concrete Curb and Gutta Gown (25 WARP) Precast concrete or X YA 12. ;Rse Only with Private Driwwoye, HDPE adjusting rings. Parking Lots, or Medians. 28 8 - A - 12'R 16' Top Bituminous Material Minimum of 2-2"L 68"R r r N Varies puTE No.. 5205 concrete odjuwwt 24' x 36' A J c rings allowed with 1/4' Precast S. 3' minimum .1/2. • }: °.'` •,1T1/2'' 1101/2' � ill 7. ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. between each and a 6' thick concrete colla 3' Grout Surmountable an the outside. Concrete Curb and Gutter 28' SECTION A -A 6"Min. base pun NO.. 5209 4 4" r Bituminous Surface BltaminWa Curb 6" Shoe Formed N aff9 0AND TYPICAL CURB neve and Outside. GUTTER RDASm: 3 -lo ENGINEERING DEPARTMENT PLATE No.. 5203 aE NAME:G G sPEa szw NOTE: 1- V Grata Shown y,l 2- VB Grote Shown shall be used at all low points. Face of Curb Direction of Flow PLAN 0 �O,mf,Of STORM SEWER CATCH BASIN 1� 2' X 3' RECTANGULAR REVISED: 1 10 1 ENGINEERING DEPARTMENT PLATE NO, 3101 FlIE NAIE:Q GrECS 3101 See City Plate No. 3107 for riprap placement. Use 2 He Ins /astenara per t Install at 80' om top or bottom of pipe. ISOMETRIC NTS NOTES 1. NI Reinforced Concrete Aprons shall be fumished & installed without Trash Guards 2. Al new Reinforced Concrete Aprons ca new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons an existing pipe shall be tied to the first pipe adjacent to the apron. W1 of FLARED END SECTION REV6ID.2-10 ENGINEERING DEPARTMENT PUTS NO.. FllE NNIE:G SI�Ecs 31oe 3108 COtchbasin casting 227.02' W� �■{ IBS andate Neenah e 51 R306T V or equal Grate to be 2' below V, Y radius curb box. g9utter grade. `f0 Ramow 5' transition curb an each CIRCUM 45.5' RADIUS -2B5.88'/360' 90 Jra CATCH BASIN IN RADIUS side of catchbosin. Gown (25 WARP) Precast concrete or X YA & GUTTER a To HDPE adjusting rings. Top of Curb CURB & GUTTER - A - Varies TYPICAL RESIDENTIAL RADIUS - 20' Minimum of 2-2"L 6 1/2 CUL-DE-SAC maximum of 5-2 Varies puTE No.. 5205 concrete odjuwwt 24' x 36' L10' long transitional height cu bang' 4' height rings allowed with 1/4' Precast S. 3' minimum E to 1/2' bed of mortar 7. ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. between each and a 6' thick concrete colla 3' Grout 7. an the outside. 1�Y�11 8618 CONIC. C & G SURMOUNTABLE C & C SECTION A -A 6"Min. base pun NO.. 5209 Doghoums shall be CURB �any l�llmldGll ?rOuted an both the SECTION NEVISFD '-10 ENGINEERING DEPARTMENT neve and Outside. FlIE NA1NE G o\ssEcs4uo+ NOTES' 1. Steps shall be provided In all Catch basin/monhules and storm sewer manholes. 2. Casting to be totally aroused In concrete Curb section. the Outside and melds. 3. No block structures am allowed. 2. Contraction Joints 8' O.C. in Cross Gutter. 4. No wood shims ore permitted In the adjusting rings. STREET INTERSECTION 0 �O,mf,Of STORM SEWER CATCH BASIN 1� 2' X 3' RECTANGULAR REVISED: 1 10 1 ENGINEERING DEPARTMENT PLATE NO, 3101 FlIE NAIE:Q GrECS 3101 See City Plate No. 3107 for riprap placement. Use 2 He Ins /astenara per t Install at 80' om top or bottom of pipe. ISOMETRIC NTS NOTES 1. NI Reinforced Concrete Aprons shall be fumished & installed without Trash Guards 2. Al new Reinforced Concrete Aprons ca new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons an existing pipe shall be tied to the first pipe adjacent to the apron. W1 of FLARED END SECTION REV6ID.2-10 ENGINEERING DEPARTMENT PUTS NO.. FllE NNIE:G SI�Ecs 31oe 3108 16' Conc. E E i 24•x36• Nab opening for Neenah R3067 -V or equal OIL 1- V Grate shown 2- VB Grates sholl be used at all low points. -Nwoh 83067-V Casting and grate or equal. PLAN/ Minimum of 2 maximum of 5-2' concrete adjustrnent rings with full beds of mortar. HDPE sadjustingt rings. I 6- precast reinforced Concrete Nab. Top of barrel section under top slab to hate flat top edge sealed with 2 beads of formal, or equal. All joints in manhole to haw Varies '0' ring rubber gaskets. -0 Typ. Precast concrete section NOTES: 5• 1. Doghouses shall be grouted an both the Outside and inside. 2. No block structures ore allowed. Manhole steps. Neenah R1981J or equal, 16' o.c., Aluminum steps approved. s r h'.' • Minimum Nab thickness 6' for 14' depth. Increase hicknau 1' for each 4' of depth greater than 14', and reinforce with 6 XB" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at Doe and Nape grout Z' tolrae invert. �Q��PpI�O�F TYPICAL 4' DIAMETER VYE006�611 CATCH BASIN MANHOLE REISED:2-10 NO.: ENGINEERING DEPARTMENT PULE 3102 FRE HAMS Q G ECS 102 6" Tito COLLAR NEDIAH R -W12 GRATE OR AWROWFD EQUAL CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 ADARTING Isms (Y) REINFORCING To CONSIST ff N BARS AT 6' O.0 WIN WAYS LLS TO BE PRECAST SECTION CONC. S BLOCK sE-CAST OFENNG AS IEgiARFD Qf[OF CATCH BASIN Kum 27" DIAMETER NENSFD:I-10 ENGINEERING DEPARTMENT PUTS No.: 3103 111E NAYEQ SPECS 103 tl9IIY 1. Grates to m mor W (2) pbw, 2 Al meld Wdl be hot-Ebpee-aalwnb d See Was A -A 5Ye W. 1/eat' Flat Steel. PL 0. PL Has See .COM rsuch ay 4' um .Nx, ear (4) 1/2" e-13 me Ha Head stakJees Stas Bate wen: Nub and wady. tlg7E6: 1. Standard pp bsddin9 npuked an bofh HN ! oNM pipes. 2 lie lest ares Jsn4 UCO tw as bolt lastenere pit laHt crop POND OUTLET CONTROL STRUCTURE REv6TI°0-I0ENGINEERING DEPARTMENT PLAN No.. 3109 EXE NUN E: QImxSPECS 3108 x Y 227.02' W� �■{ IBS b i e 51 HIGH/SOW PT. 60' R DIUS 'b�A gp,2g n FOR DRAINAGE n W GU v V, P.C. inimum of 2 of 5 `f0 Ramow J CIRCUM 45.5' RADIUS -2B5.88'/360' 90 Jra CATCH BASIN IN RADIUS �$�3"y3'• v Gown (25 WARP) 8618 CURB --_ ti X YA & GUTTER a To SURMOUNTABLE -- TRANSITION CURB & GUTTER - A - A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL TYPICAL COLLECTOR RADIUS - 30' CUL-DE-SAC 6" height ENGINEERING DEPARTMENT puTE No.. 5205 2'drop L10' long transitional height cu bang' 4' height Yam 2 beads of Ramnek a equal. 2 E Varies 7. ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. l�'[Of '0' ring rubber gaskets. 7. TLMNDOT 1�Y�11 8618 CONIC. C & G SURMOUNTABLE C & C SECTION A -A 3/4' Slope per toot pun NO.. 5209 TYPICAL CURB �any l�llmldGll RADIUS NEVISFD '-10 ENGINEERING DEPARTMENT PUTE No.. 5204 FlIE NA1NE G o\ssEcs4uo+ 16' Conc. E E i 24•x36• Nab opening for Neenah R3067 -V or equal OIL 1- V Grate shown 2- VB Grates sholl be used at all low points. -Nwoh 83067-V Casting and grate or equal. PLAN/ Minimum of 2 maximum of 5-2' concrete adjustrnent rings with full beds of mortar. HDPE sadjustingt rings. I 6- precast reinforced Concrete Nab. Top of barrel section under top slab to hate flat top edge sealed with 2 beads of formal, or equal. All joints in manhole to haw Varies '0' ring rubber gaskets. -0 Typ. Precast concrete section NOTES: 5• 1. Doghouses shall be grouted an both the Outside and inside. 2. No block structures ore allowed. Manhole steps. Neenah R1981J or equal, 16' o.c., Aluminum steps approved. s r h'.' • Minimum Nab thickness 6' for 14' depth. Increase hicknau 1' for each 4' of depth greater than 14', and reinforce with 6 XB" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at Doe and Nape grout Z' tolrae invert. �Q��PpI�O�F TYPICAL 4' DIAMETER VYE006�611 CATCH BASIN MANHOLE REISED:2-10 NO.: ENGINEERING DEPARTMENT PULE 3102 FRE HAMS Q G ECS 102 6" Tito COLLAR NEDIAH R -W12 GRATE OR AWROWFD EQUAL CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 ADARTING Isms (Y) REINFORCING To CONSIST ff N BARS AT 6' O.0 WIN WAYS LLS TO BE PRECAST SECTION CONC. S BLOCK sE-CAST OFENNG AS IEgiARFD Qf[OF CATCH BASIN Kum 27" DIAMETER NENSFD:I-10 ENGINEERING DEPARTMENT PUTS No.: 3103 111E NAYEQ SPECS 103 tl9IIY 1. Grates to m mor W (2) pbw, 2 Al meld Wdl be hot-Ebpee-aalwnb d See Was A -A 5Ye W. 1/eat' Flat Steel. PL 0. PL Has See .COM rsuch ay 4' um .Nx, ear (4) 1/2" e-13 me Ha Head stakJees Stas Bate wen: Nub and wady. tlg7E6: 1. Standard pp bsddin9 npuked an bofh HN ! oNM pipes. 2 lie lest ares Jsn4 UCO tw as bolt lastenere pit laHt crop POND OUTLET CONTROL STRUCTURE REv6TI°0-I0ENGINEERING DEPARTMENT PLAN No.. 3109 EXE NUN E: QImxSPECS 3108 x Y 227.02' W� �■{ IBS N YI 're e 51 HIGH/SOW PT. 60' R DIUS 'b�A gp,2g n FOR DRAINAGE n W GU v V, 28552'50'PRC 4 inimum of 2 of 5 `f0 Ramow 60.25' CIRCUM 45.5' RADIUS -2B5.88'/360' 90 3 Sm �$�3"y3'• v Gown (25 WARP) STANDARD CUL-DE-SAC X YA COM./IND. 60' RAD. 48'. RAD. URBAN 60' RAD. 45.5' RAD. RURAL 60' RAD. 40'. RAD.. 'NOTE: T.--AiLL DISTANCE FOR STREET MOTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) Varies TYPICAL �(IffQ Iml1�6n CUL-DE-SAC SAO a use ENGINEERING DEPARTMENT puTE No.. 5205 na 4' Topsoil. Seed & Mulch or Sod. Concrete Curb Wear Course to be 1/2' Above Edge of Gutter 1 i 3 -OX 2.0% t 1 1/2"-MNDOT 23W LVIE3503OB Tack Coat - 2357 2'-MNDOT 2350 LVNW350308 12' -Gass 5 Aggregate Base, 1DDX Crushed 24" MNDOT 3149.28 Select Granular Borrow (°See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.OL 3. Minimum street grade 0.7516 4. 4.0' Topsoll placed In disturbed areas. 5. 2 Rohs cod behind Curb. 6. The bituminous wearing enface shall be placed the next construction season Wowing placement of he bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner In the presence of a city Inspector. The city has the Wthorlty to require additional subgrode correction based an he test roll. 8. Draintse shall be placed along both sides of roadway. See plate 5232 for detaBN m'[OF TYPICAL 0 RESIDENTIAL STREET SECTION NCO' -10 ENGINEERING DEPARTMENT PLATE NO.. 5200 FILE 24•x36• Nab opening for Neenah 3067-V or equal 1 NOTE. V Grate shown 2- VB Orales shall be used at Oil low points. 11� �1f Neenah R3067 -V casting and �■{ IBS o �3 grate or equal. \I` AN I ns' "VOL' cert Do OF NeAWeY vsAean�smn me inimum of 2 of 5 3' Radius Ramow adjustment rings concrete adjustment rings With full 6' Cane collar Expansion Joint Gown (25 WARP) Expansion Joint 1 ad cox swrAwxr �nm Resit rwatwn !! HDPE adjusting rings. 6' oe 6" precast reinforced concrete Nab. Varies FARIOUSIS rHfN A NN w S RADRAD a REIMNA Y SAO a use Top of barrel section below top slob E Tipoul Gutt- haw flat top edge sealed with Yam 2 beads of Ramnek a equal. 2 E Varies AN joints In manhole to haw ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. l�'[Of '0' ring rubber gaskets. gym, A �Waterflow 1�Y�11 To REVISED: 2-10 3/4' Slope per toot pun NO.. 5209 5" from bottom equal, 16' o.e, Aluminum steps 1 6" Claes 5 base approved. 1 Incidental to apron I{4 Rubor O 6. O.C. SECTION A -A the Outside and melds. No Scale 1 2" Preformed 'pint filler material - AASHTO M213. N. 1/ 2. Contraction Joints 8' O.C. in Cross Gutter. `o of�ff� STREET INTERSECTION 1 � �� p (BUM= CONCRETE VALLEY GUTTER REV1SDa 2-10 ENGINEERING DEPARTMENT PIAIE No.: 5206 Fla NA1fiEG:WC\SPECS\5206 24•x36• Nab opening for Neenah 3067-V or equal 1 NOTE. V Grate shown 2- VB Orales shall be used at Oil low points. EXISTING BITUMIOUS SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 2Y2' MNDOT 2350 TYPE LV3 NON -WEAR (B) 12' MIN. CLASS 5, IOOX 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 ROWING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGUNE ALL PATCHES PRIOR TO APPROVAL 7. MNDOT 235500 -ORDINARY COMPACTION METHOD REWIRED. IdYOF TYPICAL STREET PATCHING BITUMINOUS REMSED. 2-10 ENGINEERING DEPARTMENT PLAN ND.. 5202A FILE NAYEQ \SPEC5\5202A Ia owt Ewes PA NO CURB & GUTTER 11� �1f Neenah R3067 -V casting and �■{ IBS saw-' grate or equal. \I` AN rah: a a vAwAnr ns' "VOL' cert Do OF NeAWeY vsAean�smn me inimum of 2 of 5 3' Radius amu G amtr somal smmx vRasf3s adjustment rings concrete adjustment rings With full 6' Cane collar Ina au newrnssq beds of mortar. Precast concrete Or ad cox swrAwxr �nm Resit rwatwn !! HDPE adjusting rings. 6' A 6" precast reinforced concrete Nab. Varies FARIOUSIS rHfN A NN w S RADRAD a REIMNA Y SAO a use Top of barrel section below top slob E haw flat top edge sealed with Yam 2 beads of Ramnek a equal. 2 E Varies AN joints In manhole to haw ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. l�'[Of '0' ring rubber gaskets. gym, 4'-0' Typ. 1�Y�11 To REVISED: 2-10 Precast concrete auction pun NO.. 5209 5" Manhole steps, Neenah R1981J or equal, 16' o.e, Aluminum steps approved. Doghouses shall be grouted on both e the Outside and melds. O'¢O 0 4 No block structures are allowed. `o Minimum lob ab thickness,8' for 14' 1 each. hkdmer 1" for M 6• depth greater than 14', each ofincreasedept A and rolniorCa with B z6' 10/10 mesh. ei o SECTION No drain holes My CATCH BASIN MANHOLE WITH SUMP REVISED: 1-10 ENGINEERING DEPARTMENT PATE NO: 3104 RILE NWEG G SOECS 101 EXISTING BITUMIOUS SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 2Y2' MNDOT 2350 TYPE LV3 NON -WEAR (B) 12' MIN. CLASS 5, IOOX 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 ROWING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGUNE ALL PATCHES PRIOR TO APPROVAL 7. MNDOT 235500 -ORDINARY COMPACTION METHOD REWIRED. IdYOF TYPICAL STREET PATCHING BITUMINOUS REMSED. 2-10 ENGINEERING DEPARTMENT PLAN ND.. 5202A FILE NAYEQ \SPEC5\5202A Ia owt Ewes PA NO CURB & GUTTER !a YA% a01EwW aOTI M6LF RIO'ar1T �■{ IBS saw-' F A cows N WSTAL= A NN M s sawn e \I` ; F_ rah: a a vAwAnr ns' "VOL' cert Do OF NeAWeY vsAean�smn me TAa srsaw PAww eQa ®a NIIW]R sNEFIa WINI{Igr Nl4r fI,NAn AND NA/Q we 1e rel res vAwNNT ro cots I1NIRa snNET amu G amtr somal smmx vRasf3s owNudY n11Wlq no M NNNT a wAr 9MIL E A Nxrw o 2-Y Ism a stwnn NN r a aAss s cox 9A4 Ina au newrnssq CURB & GUTTER ad cox swrAwxr �nm Resit rwatwn !! W nuRocom Auom e M YAY xDM N 0.x.1 -HON FARIOUSIS rHfN A NN w S RADRAD a REIMNA Y SAO a use Yam Q pmnAY TIeoaf64 5xNL BA YRwAN a 2-2' Usha G F amall E atwa xaus RIM r wss s FOR BASE s 11i aAB rims ro E snMRD nntN 1xE .coat PETAL F6R eIIEEr NvumExr snNL sE IIID No 11E aAB imam ro 1xr rEASII .ILII a s,AR4vr s s a- ave COLA Rdxx m ns ntxr VONT Ano aro LAE YWTAR6 maRar onAMAQ. l�'[Of RESIDENTIAL BITUMINOUS gym, DRIVEWAY ENTRANCES 1�Y�11 WITH AND WITHOUT CURBS REVISED: 2-10 ENGINEERING DEPARTMENT pun NO.. 5209 FILE NNE: c: c�sPEcs�szoB 07-ENG-112053-DTLS.DWG CURB 2' VARIABLE HYDRANT VALVE BOX I, t' I Min. 6' 6' VAPoES 5'-8' ;SEE PLANS) 1/4' PER FT. OPE ro ROADWAY ASS 5 BASE � - CONCRETE SEE NOTES 1 & 3 NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. Uff 9 1 CONCRETE Cm= SIDEWALK RLMSED: 1-10 ENGINEERING DEPARTMENT PLUM ND.. FIFE NAME: G:\ENG SPECS 521. 5214 8'-0' CURB DETAIL .,�• 11 -11 -II -u'-. BACKFILL AREA WITH ROCK 111111111�7�E.IIj II Il,�p/•L - Gdveribed Steel Iy1yt1�1�1.��1�� • 1.1.�.�.�. to DO NOT CONNECT _�• II II .11=11=II=11=11-IIF ��• 1 _-_ TO EXISTING MAIN II.11 MILE PIPE 1L=11- TILE._---- ,11,TM, DRAM E TRIENCH AND PIPE TRENCH DETAIL TRENCH DETAIL Q ROCK TO BE 1IRAPED NN. Grade Lumber Gra IN 13EOTEXTUE FABRIC Js ... TOPSOIL ( a- E �I/ 0 APPROX. SPACINGON 2'-9" lV > LrIED 1OI �e •DIA. N. HOUSEPLASTIC g PIPE. 1 1I -1I.. -11=11=11=1 7 STREET DETAIL umm E mAu m •Aiurl .+nw+as Mrzwwai mm�AM rR IED wi A Mmux Twr R.I in agar rax e TYPICAL SUMP PUMP iF li, MYi DRAIN CONNECTION a Ir 8'-0' SEE • 2'-0' 4'-0" 2'-0' 1/2'x6" Galvanized Baits 2.5LB. 7' Upper With Cut Washers Gdveribed Steel (Carriage, Hex. or Sq.) m 7-1/2' i• . DISCHARGE V-3 1/4* 6 DRANTLE E V-3 1/4" 4 Galvanized Steel E n amoral Q 1 NN. Grade Lumber Gra _ Js ... PIPE E Ez Ground 0 APPROX. SPACINGON 2'-9" lV > Treated Wood Posts 4'x4' x 8'-0' No. 2 Grade Lumber or better hum The baraade board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete abating of White Wood Primer paint conforming to MnDot aper. 3513, followed by a second coot of white paint conforming to MnDot spec. 3531 applied Only to the surfaces not covered with reflectivi, sheeting. The barricade boards shall be completely painted and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0' from and of bituminous road, barricades to be centered on the roadway. to be facing trafic flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Traffic Control Devices. CS11OP TYPICAL BARRICADE REMSED: 1-10 ENGINEERING DEPARTMENT 5244 FILE NAME G: SPE. SZH PI8NEERenginee ring aVILENGINEFRS LANDPLANNFRS LANDSURVEYORS LANDSCA11EARCialtiC-1'S 2422 Enterprise Drive (6 ax: 681-1914 Mendota Heights, MN 55120 Fax: reng.c 88 g www.pi(meereng.com 0 2012 Pioneer Engineering FIAPE m MMTW .URB a BUFFER 6-4' I L (y € 0 I- c E f i ....:......... as R./Fr. Et FLATIFJt® 2 1 SECTION A -A 0.08 FT.iir.sum OF PLANED 9°E,8 a EXISTING DTDNS DO Nor PDtNIr AY 5• 4• USE 0.10 Fr./FE- U.DB FT./FrS[6k ) 6' S' Y e' R 3' 4' a' Met. 6' r a' Y ELEVATION OF RAMP 0, 6 10' B' (D 1/2 Npl P1ETaR JDNT MILLER MATERIAL AAS TO M 01 m MEW A MEDIAN 5 Nor ODE ENRICH FM TWO PEDESTRIAN RAMPS MD A Or LA M BETWEEN FFM. THE PEDEESTRIAN CROSSING SOUL BE CUT MROUDH THE MEDIAN AT STREET IEVFl. 0 a' 10 Ir IS INE REWIED OFFSET OF INE 11NNGAIE) DOME AREA FRDM INE FRONT FACE OF "a. ADA tEBNRED 71?LNGATED DONE MEA SHALL BE Z 0' MN. N DRE OF TRAVEL AND SHALL EXTEND ME FULL WIDTH (4' If TM.) M THE CURB RAMP. THIS Y 0' BY 4' 0' WIDTH (TVP.) TRUNCATED DOME AREA STALL CONTRAST MWA11Y MIH TIE ADJACENT WALKING SURFACE. TIE ENTRE TRUNCATED DQE AREA STALL BE A UGIT COLOR (GRAY) WHEN THE ADJACENT SEEWALN 6 A DARN COLOR. INE ENTRE TRUNCATED DARE AREA SHALL BE A DARK Cal (MAY) WHEN ME ADJACENT SXEWAX 5 A •061£ OR UGHT MAY CEMENT COUM. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WLL NOT BE ALLOWED. TRUNCATED DOME MEA STALL BE NEENM DEECTMLL WARNING PLATE R064 MAT LEETS ME CURRENT MNDOT STANDARDS FOR DEIECTAINE WARNING SYSTEMS - 0 Iff11 PEDESTRIAN asm CURB RAMP REVISED: 1-10 i ENGINEERING DEPARTMENT Fu1E Ho: FEE NAME G:\ENG\SPECS\5215 5215 �6' z 24" or 30' or 36' Traffic Sign Double Aluminum Street as Required Sign - Both Directions SEE • -- STREET 2.5LB. 7' Upper Typical Traffic Gdveribed Steel UNDERGROUND m EXISTING _:;1"ffi1!!N1M . DISCHARGE II•.- DRAINTILE DRANTLE K (2) 5/16' z i' I /-FOUNDATION WALL Galvanized Steel E MINIMUM 1.0 Q o Pipe 12 Guoge POSITIVE SLOPE uilr• EllMle suit c 0arml •u-ICAWwR Mi•Fa TIFPe® arra nee by Da e PIPE 2 with 2' MINIMUMIi" /JR PCV C11'IOF SPACINGON ` IMeI.2 .rAIIpIRp V aI.EMA2 > ■ :a, uilse srAl•w NeL MNL E ,Wc+I rAa son PIPE �e WIWI O HOUSEPLASTIC g °O nanl MAs i TM u.rMw avu aTuo rILWI M RIwQ 0ic wRM ova DETAIL umm E mAu m •Aiurl .+nw+as Mrzwwai mm�AM rR IED wi A Mmux Twr R.I in agar rax e - �6' z 24" or 30' or 36' Traffic Sign Double Aluminum Street as Required Sign - Both Directions 3LB. ' Mchw ±Y to Post -Pneumatically Driver 2.5LB. 7' Upper Typical Traffic Gdveribed Steel Sign Installation m Distancefrom Sewer Main to Cleanout E! Sign Post IMI ROaw 91WN IDa M1Is Depth at P.L__- 238" O.D. K (2) 5/16' z i' 1 Length, Size and Type of Service Pipe Galvanized Steel E in Poet Bolts - Q o Pipe 12 Guoge Tam erDr. pWashers uilr• EllMle suit c 0arml •u-ICAWwR Mi•Fa TIFPe® arra nee by Da e wwaon and DqM of Sena• Cwtlfled by 2 with ,V 1WE• r , iw,bm. m utlny boea ally rot b aupbd.11 Zrmow. C11'IOF STANDARD SERVICE ♦ O IMeI.2 .rAIIpIRp V aI.EMA2 REVrsm: 1-10 2' Min. uilse srAl•w NeL MNL E ,Wc+I rAa son FILE NAMEB\XyC 5121 �e v Curb O 1L, Anchor Plate U 3LB. ' Mchw ±Y to Post -Pneumatically Driver Typical Street Typical Traffic Sign Installation Sign Installation m Distancefrom Sewer Main to Cleanout iC Bolt Post With Sign to Post in Concrete Post Expansion Joint Pictorial 4 Sides Full Depth muu Typical Sign Installation In Concrete Median Anchor Plate Detoil NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952-227-1303). 2. Far Material Specifications Sae Section 4.11 of Standard Street Specs. 3. Traffic Signa with 9 Sq. FL or More of Surface Area and 36' or Larger In Sze, Must be Mounted with Two Separate Posts. 4. Far Private Streets, Signs Shall be the Same as Above, Except Lettering to be White on Blue Background. 71 OF STREET AND TRAFFIC SIGN maw INSTALLATION FlLEt1WE G'\ENG\SPECS\5217 ENGINEERING DEPARTMENT Puh ND" 5217 GENERAL NOTES LOPMe AMgy •Wl be i AL WNA1xM M)aM rya y wM xAn. we a Nrel MACE r%xftM, TE MfPMllw eW1 ARMY NO ni Odx to W an. pJ :NS =. NO YYAyn Awa`wA cowim wN ALL rAMryR Ne wblaatb Mylep ne rLCI IIIYIOI or NL SIR,. ATmLS wINL E n.YID in'. .1 aAiAm SYG ell•W i IFAS MMIC, e Z . NO A m1 CTNIARM'wax 'ewSTIL . fi ne Rs'..Lw1VINIQ'wesa VL QOOIAIS 1611S.m.lw wM be WIY.ap NY. Ip1®RATf. mrY® MTK PYOpR ell Z rrCNIY ••fid SNSP NxN ieMl wld OSrld A-wx .wnwai set vas ru rAm s.c o>wre .1. E sw ciu A ' a9od ri IED wN rO uvn few fJA . ru uon M6 (.msec wws EIwnI aero w.a NO m¢r i0®cs) eWL R RI®M O.MT. MIS® iM/YrJ6 •WL E Mi AT Nl 411RT a[a91R TWAT MIK /ll ira•I[ 61Yrf R.I. rRT I es ROL M.me IA RO A, Wal aO•w rux (TAi aW - IgoY-Avel C[ITOP LIGHTING POLE REVISED. 2-0e ENGINEERING DEPARTMENT "Ey" Flu NAME: C SECS 5x40 5240 CITY PROJECT NO. 1O WNERAL NOTES - lYPF R WMINARr: LLYIMS 8WL E RAWN !e6 Ilwlr ImwF Street Name sa-IaAsarrnld n wAKAw• uollwo a FW.JL FPTIIE IAa Downstream Manhole No. Sto. at P.L. from Downstream Manhole -+ tl MY MNI Distancefrom Sewer Main to Cleanout S of Grade for Service to be Installed - IMI ROaw 91WN IDa M1Is Depth at P.L__- Distance Sewer Main to Riser _+_ Riser Height nR R M@drN MTMITI Mi Nre 1 Length, Size and Type of Service Pipe 1i �A3 Na WLT Iia u Q AI• M.0 be iner. Y vi® AMAir us lza•:. rz . Irz Ivey (SHOW SKETCH WITH TES HERE) 0 uilr• EllMle suit c 0arml •u-ICAWwR Mi•Fa TIFPe® arra nee by Da e wwaon and DqM of Sena• Cwtlfled by I.la•••e MIIM Mw9 fwFi i MIVRa aL♦L ,V 1WE• r , iw,bm. m utlny boea ally rot b aupbd.11 Zrmow. C11'IOF STANDARD SERVICE ♦ O IMeI.2 .rAIIpIRp V aI.EMA2 REVrsm: 1-10 Q uilse srAl•w NeL MNL E ,Wc+I rAa son FILE NAMEB\XyC 5121 �e NAXs Mi alu4 E ReN'A•L •a1n•eWpi r. r,/e • r Rl O IIhTQ w1aN4 aMM IlG g °O nanl MAs i TM u.rMw avu aTuo rILWI M RIwQ 0ic wRM ova Em mm�'oarm'�ors�iw iarz e A raw -uc nm umm E mAu m •Aiurl .+nw+as Mrzwwai mm�AM rR IED wi A Mmux Twr R.I in agar rax GENERAL NOTES LOPMe AMgy •Wl be i AL WNA1xM M)aM rya y wM xAn. we a Nrel MACE r%xftM, TE MfPMllw eW1 ARMY NO ni Odx to W an. pJ :NS =. NO YYAyn Awa`wA cowim wN ALL rAMryR Ne wblaatb Mylep ne rLCI IIIYIOI or NL SIR,. ATmLS wINL E n.YID in'. .1 aAiAm SYG ell•W i IFAS MMIC, e Z . NO A m1 CTNIARM'wax 'ewSTIL . fi ne Rs'..Lw1VINIQ'wesa VL QOOIAIS 1611S.m.lw wM be WIY.ap NY. Ip1®RATf. mrY® MTK PYOpR ell Z rrCNIY ••fid SNSP NxN ieMl wld OSrld A-wx .wnwai set vas ru rAm s.c o>wre .1. E sw ciu A ' a9od ri IED wN rO uvn few fJA . ru uon M6 (.msec wws EIwnI aero w.a NO m¢r i0®cs) eWL R RI®M O.MT. MIS® iM/YrJ6 •WL E Mi AT Nl 411RT a[a91R TWAT MIK /ll ira•I[ 61Yrf R.I. rRT I es ROL M.me IA RO A, Wal aO•w rux (TAi aW - IgoY-Avel C[ITOP LIGHTING POLE REVISED. 2-0e ENGINEERING DEPARTMENT "Ey" Flu NAME: C SECS 5x40 5240 CITY PROJECT NO. CITY OF CHANHASSEN SEWER, WATER all O AMM SERVICE CIP0u ENE Street Name Lot_ Black_ Addition Nome Downstream Manhole No. Sto. at P.L. from Downstream Manhole -+ Elevation at C.L. of Sewer Main-- ob _Distance Distancefrom Sewer Main to Cleanout S of Grade for Service to be Installed - Length, Size and Type of Service Pipe Depth at P.L__- Distance Sewer Main to Riser _+_ Riser Height WATER - Downstream Potentials No. Sta. at P.L. from Downstream Manhole -+-- Length, Size and Type of Service Pipe Depth at P.L. Curb Stop Carver Co. Coordinates: X Y__- Z 0 Check If Sewer SeMce Riser Instilled F Denotes Sewer Service End ®-Denotes Water Service End (SHOW SKETCH WITH TES HERE) Conbaclw F. nee by Da e wwaon and DqM of Sena• Cwtlfled by .ae w Adl x eMng w of net nls,e than I00' In Nngth bzmzzn Pie P nlz and wldl be Pica NO penninrat ."C Anf Man .. bvgabg aw.l.., ww bow monnden, wtah bnenA hydrant., etc. n.. to i pea« salve, r , iw,bm. m utlny boea ally rot b aupbd.11 Zrmow. C11'IOF STANDARD SERVICE Cks® TIE CARD REVrsm: 1-10 ENGINEERING DEPARTMENT �- 5221 FILE NAMEB\XyC 5121 ..•)S. (T12-DHARDWARE PACKAGE INCWDES (4) 1 B2 AT WASHMS.eBTS NLL THREADS. REMD R (6) 1' NUTS 4 LOCKA5. a ({) rX YXr TF`ED RETMNING WASHER. T BR• TO 17' EA BOLT CRCE (4) NOTOIES IN SIAFT To ALLOW BD.T HEAD CLEARARCE �S• 8.0 1 141• HOT OR G VMIM PER ASM -A155 (LATEST Z BASETNUTE M BE PERPFNQWUA TO SHAFT AMS (& 1') AND HD.E CENTERUNE CONCENTRIC (4.185) TO SHAFT AXIS 3 STENCIL MN 1/2 N. FETTERS MANUFACTURat'S NUMBER AFTER GALVANIZING. 4. PLOT PENT AND SHAFT AXES TO BE CONCENTRIC 9.66' DIA. 125 F/H) AND IN UNE (+/- 2•). S PLANE CUT SLOT PERPENCWUR To THE BASEPLATE I REHEAT. 111MREHLAST, HANERtD. AND CLEAN BMEPFATE HEUX AND PLOT PONT ON ALL WELDED REAS. 7. FLMEWT RREWLAITES PERYISaBIE. (1) VAUE15 NOT To EXCEED 3/3Y BELOW NCMNAL SURFACE LEVa. (2) 14•DIA. PEAKS OR POUTIME IRREGULARITIES NOT TO EXCEED I/SY ABOVE NOIINA SURFACE LEVEL OR INTERSECTIONS OF HELIX NORMAL SURFACES. B. ALL MATERIAL IS To BE NEW. UNFUSED AND MILL MACEABIE MEETING ME roLLOONG SPEdFlCAT0N4 RASvI ATE' ASM A20-(I.ATEST REWISEL) STFUCTURAL STEN (CONFORM To AASITO TECH. BUL 1270.) 9faQ1 ASM: A252 -(LATEST IEMSON) GRADE 2 STEEL PIPE PEES. ALTERNATE MATWA: ASM ALL RADAL SECTIONS NQtMAL AS (LAMST REMSW) TYPE E OR B. GRADE B STEEL PIPE M AIM A50a-(LATEST REVdaoN) TO 6 +/- 3• GRADE B SMUCTURAL STEEL TUBING. tt ASM A83 (I_AAMST REVISION) HDT ROLLED S Fit Of SANT ASM A575 -(LATEST REMSON) STEEL SM. BOLA CARR BOLT PER MSI B10.11, 815 MM)E-5. 10. BASEPLATE IS PEAMAIENTLY STARED WIN ALL MEAL SELM1N5 NMMAL MANUFACTURER'S NENMICATON 'ABC' N 1/1• LETTERS AND TO AXIS +/- 3' DATE NDE IN 1/4' FETTERS 11. HARDWARE SCI BE PACKAGED IN BURLAP BAG AND ATTACHED TO FOUNDATION. IEUX MUST BE FEam BY MATCHNG ZETA DE RECOMEIDED TORQUE NO GREATER MAN I6,000 Fr. LB. (SEE MEW OF TRUE HELMAL FOMI) cm op LIGHTING ASSEMBLY CHMM BASE DETAIL F� NAMEGc SPECS szal 5 ENGINEERING DEPARTMENT PLATE OL 5241 ta' AGGREGATE BASE MNOOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE MNDOT 3149.2H 12' DEEP � CLAY S 4' PERFORATED PIPE NOTCH CLAY SIB -GRADE CEOTEXTILE WRAP (3733, TYPE 1) FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. PIPE DETAIL NOTES 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRARJTILES. 3. OPENINGS IN STRUCTURE FOR DRANTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. U1111f 4" SUB -SURFACE DRAINTiLE Fluruuec c sPEcs sz32 ENGINEERING DEPARTMENT 5232 1H355B) CAPPED ROOF W/DRIP SHIELD (4 -SIDES) PHOTOELECTRIC CONTROL DEVICE AREA UGIUNG RESEARCH /SRT -IES TWISTI. RECEPTACLE, 3-TERIMINAL o 10DOW. 240VAC (MAX) 'AUT -'TEST. Al1EN-BRADLEY TYPE '8001' OILTIGHT /BOOT-H2A. METER SOCKET, 20DAMP DOUBLE PADLOCK PROVISION + GR CIRCUIT BREAKER. 20A/1P tNH Q SURGE SUPPRESSOR. SQUARE -D /SDSA117� CONTROL POWER TEST BREAKER 15AMP/1P V SEIMENS TYPE 'BO' ®4iDUPLEX gRCU Az R . 2-6OA/2P SIEMENS TYPE B0, OR EOUIL 1(2 45 DIADIA. MTG� OONTACTOR 2-6TAMP/2P WOR 0 CdL ALL A R Y TYPE IEC', /1 0VAC Off! RECEPTACLE, 20A. 11 �ANCAE IRON BAST: FRAME MM oPEN BOTTOM FRONT ELEVATION RICHT SIDE ELEVATION NTERIOR DEVICE MTG. PANEL AND CONTINUOUSLY BOTTOM HINGED DEADFRONT ANGLE IRON BASE FRAME (3/16' X 2- X 2') myon I STREET LIGHT SERVICE CABINET -10 ENGINEERING DEPARTMENT w.. 5242 FRE NNISG G S£6 5242 FINISHED GRADE ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES VIA METAL DETECTOR. I I RIDGD SDR -351 10' NOTE; 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) Ig11W SUB -SURFACE 44111111Y� PVC DRAINTILE CLEANOUT PLEASED: 1-10 ENGINEERING DEPARTMENT 5234 MD.. 5234 FEE NAME:C C SPECS 5234 ^-` Joint Filler Between or Concrete Meas rote Foundation 1/4' Foundation in Sidewalk or Concrete areas Steel Wire Mesh Preformed Joint Filer Between Sidewalks m Concrete Meas and Concrete Foundation 2 Ground Line 1 36- MIDI 18' Min. Steel Wire Mesh Longer if Directed by the Engineer in the Fleld Foundation in Shoulder or Boulevard areas 1. FF�E tion yyT1all be [ longer andwider than cabinet base to be Installed. or as specifed in Plans or Special Provisions. 2. Anchor rods, nuts, and washers as approved by cabinet manufacturer. (Number, size and length of anchor rods shall be as required by the cabinet manufacturer.) 3. Upper part of foundation shall be beveled or chamfered in a neat manner as directed by the Engineer in the field. 4. Conduit (number and size) into foundation shall be as required In Plans or Special Provision. Top of conduit shall be threaded and capped after Installation (until signal cad61 s are instalito) CTduit tall goje�t 2 -3' olygr concrete and shall be located fn side the ca met base w ere Ir c ad b1r the closer, but shall not Interfere with my cabinet supporting membuTrs. 5. A 5 8' D'D. z 15" gground rod shill be installed h the foundation and project 2'- "above cmcrele. 6. A sidewalk or concrete area shall be an the door side of the cabinet in all cases. 7. Concrete mix 3A32 or equal to be used for foundation and concrete walk. 6. Service enclosure shoil be orientated away from adjacent street/parking lot lighting. CM OF SERVICE CABINET FOUNDATION REVISED. 1-10 ENGINEERING DEPARTMENT PLATE NO nIE MAE:c:\ENc sPEcs\sea 5243 07-ENG-112053-DTLS.DWG 1 w 1(2 45 DIADIA. MTG� C°OAURE➢ WWAE/SLA ME°/TBRBPRRDOF SEANCE 1 7CDASETED 1DyO/INONR SIVE TASY WF1RR L £T°05. E%RPEODYD BASE LAYOUT pEA(EO�SNC AAWIM PANTED A PRMER SHOP CDAT OAFOXI 3552 507 M° DON GREaN • 3 float twy. tg M NmMH M adI ed.H•P M OVEN BAKED Z SERMCE CABINETS SHALL BELL LISTED AND LABEUD 'SUITABLE FM USE AS SERVICE ENMANQ Eg1REHY. myon I STREET LIGHT SERVICE CABINET -10 ENGINEERING DEPARTMENT w.. 5242 FRE NNISG G S£6 5242 FINISHED GRADE ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES VIA METAL DETECTOR. I I RIDGD SDR -351 10' NOTE; 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) Ig11W SUB -SURFACE 44111111Y� PVC DRAINTILE CLEANOUT PLEASED: 1-10 ENGINEERING DEPARTMENT 5234 MD.. 5234 FEE NAME:C C SPECS 5234 ^-` Joint Filler Between or Concrete Meas rote Foundation 1/4' Foundation in Sidewalk or Concrete areas Steel Wire Mesh Preformed Joint Filer Between Sidewalks m Concrete Meas and Concrete Foundation 2 Ground Line 1 36- MIDI 18' Min. Steel Wire Mesh Longer if Directed by the Engineer in the Fleld Foundation in Shoulder or Boulevard areas 1. FF�E tion yyT1all be [ longer andwider than cabinet base to be Installed. or as specifed in Plans or Special Provisions. 2. Anchor rods, nuts, and washers as approved by cabinet manufacturer. (Number, size and length of anchor rods shall be as required by the cabinet manufacturer.) 3. Upper part of foundation shall be beveled or chamfered in a neat manner as directed by the Engineer in the field. 4. Conduit (number and size) into foundation shall be as required In Plans or Special Provision. Top of conduit shall be threaded and capped after Installation (until signal cad61 s are instalito) CTduit tall goje�t 2 -3' olygr concrete and shall be located fn side the ca met base w ere Ir c ad b1r the closer, but shall not Interfere with my cabinet supporting membuTrs. 5. A 5 8' D'D. z 15" gground rod shill be installed h the foundation and project 2'- "above cmcrele. 6. A sidewalk or concrete area shall be an the door side of the cabinet in all cases. 7. Concrete mix 3A32 or equal to be used for foundation and concrete walk. 6. Service enclosure shoil be orientated away from adjacent street/parking lot lighting. CM OF SERVICE CABINET FOUNDATION REVISED. 1-10 ENGINEERING DEPARTMENT PLATE NO nIE MAE:c:\ENc sPEcs\sea 5243 07-ENG-112053-DTLS.DWG PI'ONEERenginem ing Ch7L ENGINEERS LANDPLANNERS LAND SURVEYORS LANDSCAPE ARCkQTECfS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9488 Mendota Hei S www.pioneereng.com © 2012 Pioneer Engineering 0 15 30 60 GRAPHIC SCALE IN FEET 07-ENG-112053-SHEET-SrrE.DWG 1 i i t i WETLAND i E I I i ! I r r �E j REMOVE -`BITUMINOUS ENTRANCE AND CURB SAWCUT. ,BITUMINOUS__E©GE. REMOVE CULVERT EMOVE CURB AND SAWCUT BITUMINOUS EDGE. REMOVE STORM SEWER PIPE AND CATCHBASIN. --- PIONEERengineei ing CIVa.FNGINEPRS LANDPLAN?MRS LANDSURVEYORS LANDSCAPE ARCfR'iF.Cl'S 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fat: reng.c 88 Mendota Hei 8 www.pioneereng.com © 2012 Pioneer Engineering t— ;a �.•j i i REMOVE BITUMINOUS ENTRANCE AND CURB. SAWCUT BITUMINOUS EDGE. I i ISTORN I i AREA MANHOLE. DRAIN & PIPE. 0 25 50 100 GRAPHIC SCALE IN FEET 07-ENG-112053-SHEET-DEMO.DWG TYPICAL SECTION PRIVATE ROAD 24' SEED NOP) IL & 1' TYP.'�� o SURMOUNTABLE 00W`. ' fF CONCRETE CURBSURMOUNTABLE & . GUTTER CONSTRUCT SITE 0'*0 & CONCRETECUTTER CURB PAVEMENT SECTION GRADING STABILIZATION AFTER ZATION ANDHOME RAINGARDEN A i r J/ CONSTRUCTION. OUTLET=908.5 1.5" MNDOT 2350 LVWE350308 STORM BASIN HWL=908.5:- BITUMINOUS MNDOT 2350 LVNW350308 OUTLET=908.5 WET VOL.=0.000 AC*FT _ .` • • ;1' l ,^ f'f �- 6" CLASS 5 AGGREGATE BASE HWL=908.5 STOR. VOL=0.022 AC*FT 24" SELECT GRANULAR SUBBASE (MNDOT 3149.2 82) WET VOL=0.000 AC*FT-- STOR. VOL=0.029 AC*FTCID -- 00 co • � i I i i - ..y p\ B. 0 _ 08.5 _ , ____. � • . �-- 09.8 _.--' gob' / ray,} i ) / `f ^ � / E i i •r-t.-.�---"fir......- L-'' • � ---- •�r'e- �%'�._--'� �I•s-- 20- • / , ! !, !/ rf f I iO OW� ..--•;��.._:__._-.-_. 3 1813 i 18. / 1 ! � t — r i l � E f - \\� Q4 - s' l//�•.:.�� \�i 41 21 �olm - Ji X_3.18%' ./•'` rlj� ' t I — 1+00 0} �1 • . 4.45%€ 16.86 yj+ oy ( j ; t { 'a r •• :r .�.t5./ 41 ��\\ _ \\ \\\ i ,i •l\ Y/'� t`v`; -M1. �'. UI _.-- i r' r 1W f 'I. �o E ;i f � \ �' ' _.— 1� 19.1 4 i f '" ; i •� f ` \ • ' iv 1 'tP w E INING W'TO �E! — j , •jj. [ a: \:; 1 N LLD BUI off/ LAND WETi �' x� �� L 0 I CA 416- 1 PROTECT WETLAND FROM ALL / ( i " CID J s. 'DISCHARGES AND IMPACTS DURING CONSTRUCTION / �!• i 4 \ .- T _ =- +` r i ��/ / • • N .�R r ` �` / „k._-. `y .�.n 1.3.8 1.�6 E I \' N '� j ! 0) US p ,��a • tea. ~ ``. E.O.F. 2.4 ' I l LL / •.' d� -' RETAINING1Ah41I : 9E `�� '. • {\. / ` j }' '� SEED SLOPE ON EDEN PRAIRIE //�y/ •• •. :. ' f i I{TAIiLED 1% BIII:NN..�� .• o . i \,// 1 I SIDE WITH MNDOT MIX #35-621 a { r r \ // �" ` / • • • ♦ .r%. j .:t �' 'XD`J .r✓ t\ Q • t. j E ` t / •• • f/ .re j\ r i 11 , ..�-� j t w� t fJ ♦ '\ @ �,'' i V\ t '.. I _ - / � • •' f • • /_ �Yy. > .'.rj f F.'1 _ .' �.' .' 1( ` _,,,.•-.....J l �� f / .' . ��.� \ '. ..� ` `\ O i/ ` t J %, / :�' ,I/j� �r^.:�/�I. t. j.f i at` t ♦ �..... 'it • • �i E ' '' I ( E •' . i �. rr/ ECJ \-•',`. �t�. ¢ • • • • • • •,• • • • • • •r • • • • • • •, • • •� • • • • • • • } i iNr `F. J:..+l \. ix� e ::1 I ' 2 t+. + • ; j... F i f t A _1' is STREET INLET PROTECTION i' /1 — — i YARD INLET PROTECTION xzi vT EROSION CONTROL BLANKET r7ri PISNEEReneneming CIW.ENGINEERS LANDPLANNUS LANDSURVEYORS LANDSCAPEARMTFM 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei g www.pioneereng.cOm 0 2012 Pioneer Engineering 0 15 30 60 GRAPHIC SCALE IN FEET 07-ENG-112053-SHEET-GR.DWG 5 R. MR. LENGTH POST SLOPE CRADE MAX LENGTH LLESS AN 2% 150p0 S a MN. lFNG1N PAST AT a R. lurz SPeawc 3 FA9iK AT a FT. MAUI. SPAMG ///fEpTEXTLE FABRIC / >d NIDE PLASTIC yP TPS WIDE (so us. �)) /EMAMNE I.00AM M TOP e' PI.eA"A L. LaCAwa N Tan e' ON ZONE FOR SEDIMENT CONTROL NANRAL SOL OO• evw. naw FLOW i VARIABLEB ' SILT FENCE NEAR TOE OF Y SLOPE OUTSIDE OF UNI MITS LOCATION dF SILT FENCE FOR PEREMITER CONTROL -f atm 6' PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM h SATURDAY TM 9AM-5PM R SILT FENCE, HEAVY DUTY� SILT FENCE, MACHINE SLICEDIQiyT MAINTENANCE OR DELIVERIES FABRIC BACKFILL a w FLOW 2�0 . SILT uu m� 6 1N. �O SILT FENCE, PREASSEMBLED 1Q.7 1�+tpBC��fppf1BI��OM0FL�1ppY� SILT LIDMBe0aL11 FENCE REMD I -t0 ENGINEERING DEPARTMENT PLArE NO.: 5300 FILE NAVE: C:\ENC\SPECS\5300 Galvanized J bolt w/ wing nut 21.804 DIA. 11.000 0 S SO r o .225 ICK • oD a q T 0 0 0 0 0 E • a 0o o e • 0 0 o e 0 o E I• 0 0 0 o q LL25.306 DIA. 25.681 DIA. 26.806 DIA. TAB O.D. 27' INFRASAFE SEDIMENT CONTROL BARRIER -DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL I I I 2.7' 8.5' HOLDDOWN BASEMENT FLOOR RAMBLER LOOKOUT (TYPICAL SECTION NOT TO SCALE) VARIES 2.7' HOLD DOWN BASEMENT FLOOR) RAMBLER WALKOUT (TYPICAL SECTION NOT TO SCALE) PI SNEERengineei ing CIVB.ENGINEERS LANDPLAHNERS LANDSURVEYORS LA SCAPEARCE01F.CfS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9488 Mendota Hei g www.pioneereng.com © 2012 Pioneer Frlgineering 1"-2" CLEAN CRUSHED ROCK /cNc��NO� 6-MIN.DEPTH FOR ROCK 1P 10-MIN.DEPTH FOR WOODCHIPS Crj 'PO ,RDH M\N1MUM 18" MINIMUM CUT OFF BERM 70 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE FILTER FABRIC SHALL BEPLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. C1ffOP ROCK CONSTRUCTION am=ENTRANCE REYSED� 1-t0 ENGINEERING DEPARTMENT PLATE No.. FILE NAME:G:\D10\SPECS\5301 5301 4H:1L MAX. SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFl�TIONS�D�AN��S AY YYYLY YI SLOPE CRADE MAX LENGTH LLESS AN 2% 150p0 WA 5T7gHX 75 FEET - YfyLfJa _ p o,.,. s+nr sr,ce RT 10 -1020 % 25 FEET SLE FENCE PMsPEcs, SOURCE GREATER THAN 20% 15 FEET SEE SPECS 073 & s 31116. PROJECT E A 54 OT SINGLE FAMILY LOCATION OF SILT FENCE 0 To Pmt•ct Hwa Free Sewt Fla FOR SEDIMENT CONTROL Ymwnum CmbUutlrq Ara¢ 1 Aee DEVELOPER- NAME SLOPE VARIABLEB ' SILT FENCE NEAR TOE OF 1:� SLOPE OUTSIDE OF UNI MITS LOCATION dF SILT FENCE FOR PEREMITER CONTROL 1�+tpBC��fppf1BI��OM0FL�1ppY� SILT LIDMBe0aL11 FENCE REMD I -t0 ENGINEERING DEPARTMENT PLArE NO.: 5300 FILE NAVE: C:\ENC\SPECS\5300 Galvanized J bolt w/ wing nut 21.804 DIA. 11.000 0 S SO r o .225 ICK • oD a q T 0 0 0 0 0 E • a 0o o e • 0 0 o e 0 o E I• 0 0 0 o q LL25.306 DIA. 25.681 DIA. 26.806 DIA. TAB O.D. 27' INFRASAFE SEDIMENT CONTROL BARRIER -DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL I I I 2.7' 8.5' HOLDDOWN BASEMENT FLOOR RAMBLER LOOKOUT (TYPICAL SECTION NOT TO SCALE) VARIES 2.7' HOLD DOWN BASEMENT FLOOR) RAMBLER WALKOUT (TYPICAL SECTION NOT TO SCALE) PI SNEERengineei ing CIVB.ENGINEERS LANDPLAHNERS LANDSURVEYORS LA SCAPEARCE01F.CfS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9488 Mendota Hei g www.pioneereng.com © 2012 Pioneer Frlgineering 1"-2" CLEAN CRUSHED ROCK /cNc��NO� 6-MIN.DEPTH FOR ROCK 1P 10-MIN.DEPTH FOR WOODCHIPS Crj 'PO ,RDH M\N1MUM 18" MINIMUM CUT OFF BERM 70 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE FILTER FABRIC SHALL BEPLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. C1ffOP ROCK CONSTRUCTION am=ENTRANCE REYSED� 1-t0 ENGINEERING DEPARTMENT PLATE No.. FILE NAME:G:\D10\SPECS\5301 5301 4H:1L MAX. SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFl�TIONS�D�AN��S AY YYYLY YI DESIGN LOADS ILltirm 1�1 nx mlol ulw,w[ w[ Rwr un WA s pp i - YfyLfJa _ p o,.,. s+nr sr,ce WA s O• ,m - OW0YA1t1Y � wYlL91tY �Yly� I� w,m, ,w w.�r al„pw mr rr rVml �Iw14A am m P r ruo PROJECT E A 54 OT SINGLE FAMILY YVYM MMl IWr 34 CS w IT ,FV MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER A r OVERFLOW 2 - TOP OF CURB BOY X10" FILTER ASSEMBLY HIGH-FLOW 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. QI7OF CATCH BASIN GAIM SEDIMENT TRAP REVISED 1-10 ENGINEERING DEPARTMENTr� FILE NAMED 5302A c SFECS 5302A :: -• - Silt Fabric SleeveD Idd -- -'sii- per M1iDOT special ! l� I provision 3886 ti. 24. UNDISTURBED, UNCOMPACTED INSITU SOILT.=•=•- GRADE GRADE 0.5' TOPSOIL RE -SPREAD SHED GRADE DING GRADE 0.5' TOPSOIL RE -SPREAD i� n 66.6% IMPORTED CONSTRUCTION SANDS 33.3% ORGANIC COMPOST (MNDOT GRADE 2) 8" PERFORATED PVCDRAINTILE MATH FABRIC SOCK 1.5" WASHED ROCKJ FILTER FABRIC INFILTRATION FACILITY CROSS-SECTION NOT TO SCALE DEPTH REQUIRED TO DRAIN PRACTICE IN 48 HOURS OR LESS. SCARIFY BOTTOM 12-18" BEFORE PLACING AMENDED SOILS DRAINTILE CLEANOUT SHALL BE INSTALLED A MINIMUMOF 3' ABOVE GROUND FOR FIRST YEAR. BLK. M.I. PLUG (CAST IRON) FINISHED I SET 2" BELOW FINISHED GRADE. GRADE i ........ .. ... 6" FILTER MEDIUM EXISTING SUBGRADE/ ENGINEERED SOIL DRAINTILE 8" 8 PERFORATED HDPE 8" SOLID HDPE RISER NOTES: 1. BENDS & RISER TO BE SAME SIZE AS DRAINTILE MAIN. 2. CLEANOUTS SHALL BE INSTALLED EVERY 100 L.F. f & AT DEAD ENDS OF ALL LINES. 3. ADJUSTMENT OF DRAINTILE CLEANOUT SHALL BE MADE ONE YEAR AFTER INITIAL INSTALLATION & AT SAME TIME AS THE FINAL STORM SEWER INSPECTION. 4. ALL CLEANOUT WHICH ARE IN FRONT OF AN UNDEVELOPED LOT WILL BE LOWERED & MARKED WITH A FENCE POST. DRAINTILE CLEANOUT (TYPICAL SECTION NOT TO SCALE) GUARD TOM OF FES \ OF FES 6" OR 12' BIOROLL - SECURED INSIDE FES ROCK & FABRIC WEIR BOTTOM \ OF PEs 6"-12" or 1X1" TO 2" - WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES QFiOF FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL REMSEa 2-11) ENGINEERING DEPARTMENT I PwE Na. 5302E ITLE NAME G:\ENO\SPECS\5302A Where the Row of water Is sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging on sod Is not specifically required It Is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lock of protection or proper core. �Q�yf�II�OF SOD GEM PLACEMENT REVISED: 1-10 ENGINEERING DEPARTMENT PIATE NO.: 5303 FlUE NAME:G\ENC\SPECS\5303 PHASE SEQUENCE 1. THE SIZE OF EACH FILL OPERATION WILL BE DETERMINED BY THE QUANTITY OF SOIL IMPORT, 2. EACH PHASE WILL CONSIST OF THE GRADING SEQUENCE OUTLINED BELOW. GRADING SEQUENCE 1. DETERMINE SIZE OF FILL AREA BASED ON AVAILABLE SOIL 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. ENT BASIN BASIN TO BE 1800 CF ACRE OF AREA STRIPPED. CLEAN TEMP 5. DIG TEMPORARY SEDIMENT / BASIN ONCE 50% FULL. 6. ALL SOIL WALL BE TESTED FOR SUITABILITY FOR FILL PER THE BORROW PIT RECLAMATION PROTOCOL PRIOR TO BEING BROUGHT ONSITE. 7. ALL SOILS WILL BE COMPACTED PER THE BORROW PIT RECLAMATION PROTOCOL 8. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 9. COMPLETE SITE GRADING PER PLAN. 10. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 11. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 12. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES. 13. CONSTRUCT RAIN GARDENS AFTER SITE GRADING STABILIZATION AND HOME CONSTRUCTION. GENERAL NOTES 1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF 2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 4. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBIUTY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 9. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 387,; CONSISTING OF: • MNDOT MIX 150 O 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTIUZER, 10-10-20 O 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: • MNDOT MIXTURE 240 AT 75 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N O 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DEUNEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS STEEPER THAN 3:1 SLOPES 14- DAYS 10:1 TO 3:1 SLOPES OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE IF THE WATER CANNOT BE DISCHARGED TO A 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 OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE UMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 07 -ENG -112053 -SHEET -GR DTLS.DWG I - PROJECT ON PROJECT E A 54 OT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' 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 S1ZE TO FIT B' X 6' SIGN. am= INFO INFO SIGN REVlsm:1-10 ENGINEERING DEPARTMENT PLATE NO 5313 FILE NAME:O:\ENG\SPECS 13 CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DEUNEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS STEEPER THAN 3:1 SLOPES 14- DAYS 10:1 TO 3:1 SLOPES OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE IF THE WATER CANNOT BE DISCHARGED TO A 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 OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE UMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 07 -ENG -112053 -SHEET -GR DTLS.DWG