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CAS-27_MINGER BUILDINGCS - 2-1 PC - Status Report 6/1110 PLAMOR2 mom9 2000 2000 T F M T W T F S S M T W T F 1 2 3 4 1 2 6 7- 8 3. 7 8 9 10.11. 12 3 4 -5 6 7 8-�91314 1613 14 15 16 17 18 19 18 15 12 13 14 15 160 21 22 2021 22 23 24 2$ 26 17.18.19 20 21 22 257 28 29 27 28 29 30 31- --- - 24 25 26 27 29 29 99___.._. ...... _._....... _...___.. _..__.... Securities Start Due S P Category Description 6/1/10 611/10 ® LC#703694 Expires 4/19/07 Minger Construction Lot 4, Block 2, Chanhassen West Business Park Site Plan Agreement 05-27 Planning Case 2005-27 $5,000 ($2,500 - boulevard restoration & $2,500 - erosion control) Automatically renews for additional 12-month periods. Notify Bob Generous on 311/07 3/1/07 - Per Bob Generous, allow LC to renew for another year. Check status 7/1/07. 7/27/07 - Per Jill, seed/erosion control not sufficient Retain LC for another year. Check status 6/1108. Kim 6008 - Jill, status? Kim 6/3/08 - Jill inspected the site and found the following: Remove dead transplanted maple 2 dead oaks by entrance sign 2 dead parking lot trees 1 missing tree in parking lot in north island (only I tree by rain garden -should be more?) Dead plants in rain garden Check status 7/31/08. Kim 827ro8 - Bobdill, status? Kim 9/11108 - Per Jill there are still dead trees/missing tree. Ground cover on eastern open area sparse. Check status 6/1/09. Kim M109- Notified Bob/Jill. Kim 721/09 - Per Jill the site is a bit of a mess. Lots of weed the mingarden, a missing tree in an island, dying oaks by the entrance sign, but no erosion. It doesn't appear that the landscaping is cared for at all. Continue to hold LC and see if conditions improve. Check status 10/1/09. Kim 102109 - Notified Bob/Jill. Kim 1017/09 - Jill spoke with Pat and Karen Minger regarding outstanding issues: weed rain garden, cut down dead oak near cul-de-sac, remove staking from trees. City will be contacted when work is done and LC can then be released. Kim 6/4/10-Notified Jill. Kim 928/10 - Per Jill, ok to release letter of credit. Reamed to bank with letter on 929/10. Activity closed. Kim o 2010 Lot-perelopmenl Cory 5vM10 at 11:24M 6-SIe1u P-Proe4y SCANpage, /1p� September 29, 2010 CITY OF CHANHASSEN Mr. Thomas J. Hughes A.V.P. Commercial Lending 7700 Market Boulevard Community Bank Chanhassen PO Box147 455 Pond Promenade Chanhassen, MN 55317 P.O. Box 1177 Chanhassen, MN 55317 Administration Phone: 952.227.11 W Re: Release of Letter of Credit No. 703684 Fax:952.227.1110 Minger Construction Site Plan Agreement 2005-27 Building Inspections Dear Mr. Hughes: Phone: 952.227.1180 Fax:952,227.1190 Enclosed is Letter of Credit No. 703684 in the amount of $5,000. I have Engineering inspected the landscaping on the referenced project and have found it to be Phone:952,227.1160 acceptable; therefore, I am returning the letter of credit. Fax: 952.227.1170 If you have any questions or concerns, please contact me by email at Finance iineIair@ci.chanhassen.mn.us or at 952-227-1133. Phone: 952.227,1140 Fax: 952.227.1110 Sincerely, Park & Recreation Phone:952.227.1120 CITY OF CHANHASSEN Fax:952.227.1110 Recreation Center G 2310 Coulter Boulevard Phone:952.227.1400 Jill Sinclair Fax:952.227.1404 Environmental Resources Coordinator Planning& JS:ktm Natural Resources Phone: 952.227.1130 Fax:952.227.1110 Enclosure: Letter of Credit No. 703684 Public Works c: Pat Minger, Minger Construction 1591 Park Road Phase: 952,227.1300 Fax: 952.227.131a gxpianx2005 planning casesx05-27 minger construction site plan\lc release letter 9-29-1 O.doc senior Center Phone:952,227.1125 Fax: 952.227.1110 Web site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Prooft for Today and Panning for Tomorrow .7 COMMUNITY BANK CHANHASSEN OFFICE 455 Pond Promenade • PO Box 1177 • Chanhassen, MN 55317 . 952-227-2265 • Fax: 952-227-2424 • i<mail: mail@cbchanhassen.com April 19, 2006 IRREVOCABLE LETTER OF CREDIT NO.703684 To: City of Chanhassen Applicant Name: MP Development, LLC Gentlemen: At the request and instructions of our customer, MP Development, LLC, we have established this clean Irrevocable Letter of Credit in favor of the aforesaid addressee (Beneficiary) for drawings up to $5,000.00 effective immediately. This Letter of Credit is issued, presentable and payable at our office in Chanhassen, Minnesota and expires with our close of business on April 19, 2007 unless renewed. After the letter has been issued, it can not be revoked or reduced without the consent of the Beneficiary. The tern Beneficiary includes any successor by operation of law of the Beneficiary including, without limitation, any liquidator, rehabilitator, receiver or conservator. We hereby undertake to promptly honor your sight draft (s) drawn on us, indicating our letter of credit No. 703684 and a sworn affidavit stating that the developer is in default of that certain Site Plan Agreement #05-26 between the City of Chanhassen and the developer, dated and to the attention of Thomas J. Hughes, for all or any part of this credit if presented at our office on or before three PM on the expiry date or any automatically extended expiry date. This Letter of Credit shall automatically renew for additional 12 month periods unless the bank notifies the City of Chanhassen via certified mail within 60 days of any expiry date. If you choose, you will be able to draw on this Letter of Credit more than once, so long as the sum of all amounts, which you have drawn, does not exceed the full amount of the Letter of Credit. This Letter of Credit sets forth in full the terms of our undertaking and such undertaking shall not in any way be modified, amended, or amplified by reference to any note, document, instrument, or agreement referred to herein or in which this Letter of Credit relates and any such reference shall not be deemed to be incorporated herein by reference to any note, document or agreement. The obligation of Community Bank Chanhassen under this Letter of Credit is the individual obligation of the bank and is in no way contingent upon reimbursement with respect hereto. Except as otherwise stated, this irrevocable Letter of Credit is subject to the Uniform Customs and Practice of the Documentary Credits (1993 version) of the International Chamber of Commerce Publications #500. Re e Thomas J. ughes ANY Commercial Lending An Office of Community Bank Corporation March 30, 2006 ��r U I�p OF Mark Undestad �I1tll1DHJJ�11 ��tt�L S N 8156 Mallory Ct. Chanhassen, MN 55317 7700 Market Boulevard PO Box 147 Chanhassen, MN V17 Brian Houwman 833 Third St. S.W. Administration New Brighton, MN 55112 Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax:952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax 952.227.1110 Reaealion 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 1591 Park Road Phone: 952.227.1300 Fax 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us Re: Plan review for: Gentlemen: Proposed Office/Warehouse for Minger Construction 2471 Galpin Ct. Chanhassen, MN 55317 The plan review for the above named building is complete to the extent possible. The plans have been reviewed by the Building Inspection Division, Fire Marshal, and Planning Department. Inspection Division review does not include plumbing or mechanical review. Fire Marshal review does not include fire sprinkler review. The plans were reviewed for conformance to the 2003 Minnesota State Building Code which adopts the 2000 International Building Code by reference. Below are comments and corrections related to the plan review. Inspection Division 1) Submit a certificate of survey, signed by a registered land surveyor. 2) Submit SAC letter from the Metropolitan Council, Wastewater Services (contact Jodi Edwards, 651-602-1113). 3) Submit a completed special inspection and testing schedule; to include: the work requiring special inspection, names of firms and individuals performing the inspections and/or tests, and the required frequency of their occurrence. 2000 IBC 1704.1. 4) Submit designs for primary and secondary roof drainage systems. Designs to comply with 2000 IBC 1503.4 (with Minnesota amendment) and the Minnesota State Plumbing Code. NOTE: secondary system to be signed by mechanical or structural engineer. 5) Submit 3 sets of the HVAC plans for review, one with the original signature of the mechanical engineer. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play r March 30,2006 Page 2 6) Submit 3 sets of the plumbing plans, one with the original signature of the mechanical engineer or master plumber. 7) Submit 3 sets of the electrical plans, one with the original signature of the electrical engineer or contractor. 8) Submit fire sprinkler plans — signed by MN Fire Protection Engineer or NICET level 4 designer. 9) Submit the lighting power budget requirement checklist for the interior and exterior. MEC 7670.0800. 10) Submit Minnesota Energy Code exterior envelope energy calculations. MEC 7676.0600. 11) Submit, 2 sets, structural steel "shop" drawings, approved by the structural engineer. Please note, a "certificate of compliance" (see 2000113C 1704.2.2) will be required before a Certificate of Occupancy is issued. 12) A guard is required at roof -edge side of the roof access hatch (IFGC 306.5 and IMC 306.5 with Minnesota amendment). Submit revised plan. 13) Roof openings, roof opening support and support for any roof -top equipment to be by structural engineer. Submit designs as needed. 14) Sheet S6, Detail 7 (roof opening curb support) refers to details 5 and 7 on sheet S5, however, details 5/S5 and 7/S5 contain information concerning "typical stoop" and "typical baseplate" not mechanical roof openings. Review referenced details and correct as necessary. Submit revised plans. 15) Sheet A2, Detail 2 and Sheet A4.1, Detail 5. Guards and handrails at the stairway and landings must meet the requirements of 2000 IBC 1003.2.12 (guards must be a min. 42" high with openings less than 4") and MSBC 1341.0434 (requirements for accessible stairways and handrails). Submit revised detail(s). 16) Submit listed design for one -hour rated wall enclosing storage area under stairway. Ref. 2000 IBC 1005.3.2.2. 17) Regarding two-hour rated walls at the perimeter of the office space. Is the intended design "Separated uses" (2000 IBC 302.3.3) or "Nonseparated uses" (2000 IBC 302.3.2). Note: rated walls would not be required under the "nonseparated uses" provision. Please clarify and submit revisions as needed. 18) Submit "Hardware Schedule", door hardware must comply with 2000 IBC 1003.3.1.8 (Note: Exception #2 is revoked throughout the city). 19) Provide a minimum of 18" clear space at the latch -side of all doors or as required by MSBC 1341.0442. Acknowledgment required. 20) Twelve inch high address numbers required on east elevation of building (location per fire marshal). Acknowledgement required. 21) See city approved site plan for fire lanes as required by fire marshal (areas highlighted, see also item # 30). Acknowledgment required. 22) Please note: Revised plans, addendums, letters, or other instruments of documentation will be required from the appropriate design professional for any changes to the approved plan. March 30,2006 Page 3 Fire Marshal's Office: Fire Marshal, contact Mark Littfin, 952-227-1151. Fire Protection Systems: 23) Submit sprinkler plans and application, and obtain a permit for the installation of the fire sprinkler system. Chanhassen Fire Department Policy #40- 1995. 24) A PW is not required. 25) Complete and submit the enclosed form "New/Existing Construction/Remodel and plan Submittal Criteria for Commercial Building". Fire Department Policy 52.2005. 26) Fire department connection to be near main entry (approx. grid E5). Submit revised elevation. 27) Please refer to the City/ Fire Department Policy on the installation of the water service for fire protection systems. Chanhassen Fire Department Policy #34-1993, #36-1994. 28) Please refer to Sheets A2.1 and A2.2 of the city approved plans for locations of exit signs, emergency lights and fire extinguishers. All fire extinguishers shall be a minimum of 4A60BC in size. 29) Please refer to the Fire Department Policy on the installation of fire hydrants. The hydrant shown at approximately mid -point of the western edge of the west parking lot (Sheet C3) must be moved east approximately 15 feet with the lot curb extended around it (i.e. placed in a small peninsula). Contact Chanhassen Fire Marshal (Mark Littfin, 952-227-1151) if clarification is required. Submit revised utility plan (Sheet C3). 30) Twelve inch address numbers are required on the front face of the building, with six inch suite numbers on all exterior doors (service and over -head). A monument address sign will be required at the driveway entrance off the cul-de-sac. Fire Department Policy 29.1991 (copy enclosed). 31) Contact Fire Marshal regarding required "fire lanes" (curb to be painted yellow with "No Parking Fire Lane" signs). Fire Department Policy 06.1991 (copy enclosed). 32) A UL 72 Certificate must be completed for the fire sprinkler and or fire alarm monitoring prior to occupancy. Chanhassen Fire Department Policy #0 1 - 199 1, #40-1995. 33) Label pertinent, rooms/ doors with appropriate signage. See Fire Department Policy "Door Signage" (copy enclosed). 34) The Chanhassen Fire Department requires that a "pre plan" be submitted prior to the Certificate of Occupancy. Please refer to the policy for the requirements. Chanhassen Fire Department Policy #07-1991. March 30,2006 Page 4 35) Two fire department lock boxes are required, located at the mechanical room access and the fire department connection. A master key for the building must be submitted to the Fire Marshal to be placed in the lock boxes. Call the Fire Marshal for exact specifications. 2000 Minnesota State Fire Code, Section 506.1. Copies of the Fire Department Policies are on the city web -site, please go to: www.ei.chanhassen.mn.us/FDPrevl.htm If you have any questions please call the Fire Marshal at (952) 227-1151 or the Deputy Fire Marshal at (952) 227-1152. Planning Department, contact Robert Generous, 952-227-1131 20) The site plan agreement must be executed and the security specified therein submitted prior to building permit issuance. 21) Only one monument sign is permitted per lot. A separate sign permit application shall be required for signage. 22) The sidewalk shall include pedestrian ramps at all curbs (add at northeast comer of building). 23) A minimum six-foot high, opaque fence shall be included in the landscape island around the storage area (northwest comer of site), unless a separate building is proposed. 24) The plans shall be revised to increase the number of peninsulas in the parking lot and delete sod shown in tree preservation area. 25)No sod shall be permitted within the tree preservation area or outside the grading limits. 26) Revise the landscape plan to incorporate the correct quantities of trees. (contact Jill Sinclair at 952-227-1133) Required Proposed Trees/ parking lot 28 overstory trees 6 overstory trees 13 understory trees 4 existing trees Islands/parkingIslands/parking lot 14 islands or peninsulas 6 islands/peninsulas ` March 30,2006 Page 5 27) The watermain connection at the SE corner must drilled and not trenched through the trees. 28) Sheet A3, Elevations. Exterior Finish Schedule: The entrance elevations shall have finish schedule 9.1 Prefinished Metal Coping — Tan to match windows. The band at the parapet height shall be 9 Prefinished Metal Coping — Red to match anchor block. 29) Provide areas for bicycle parking and storage. 30) Sheet Al, Code Data Box. Setbacks are West 30' building and 20' parking, south, north and east interior lot lines 0', Street front 30' building and 10' parking. Engineering Department, contact Mahmoud Sweidan at 952-227-1165. 31)No building permit shall be issue to any of Chanhassen West Business Park lots till the proposed stone water pond is constructed. 32) A professional civil engineer registered in the State of Minnesota must sign all plans. 33) Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 34) Use the latest year 2006 City Detail plates, revise accordingly. 35) Permits from the appropriate regulatory agencies must be obtained, including but not limited to the Watershed District, NPDES and Carver County. 36) On the utility plan add a note that any connection to existing structure must be core drilled. 37) On the grading plan revise the construction entrance to 75 feet minimum. 38) On Sheet Al revise the over all site plan to match Chanhassen West Business Park Addition. Please note, Engineering Department approval is required for permit issuance. March 30,2006 Page 6 Items #5-21 are approved as deferred submittals and must be submitted through the architect or engineer of record in accordance with UBC 106.3.4.2. These items must not be installed until submittal items have been reviewed and approved by the city. All other items must be corrected or addressed as requested before the associated permits will be issued. Other issues may arise which will also require your attention. Changes made by issuing revised plan sheets must have the revision clouded and the revision date shown. Submit three copies of only those sheets being revised, one with the original signature of the design professional. Changes to the plans by addenda, bulletin or similar methods must also be submitted in the same fashion. Please call if you have any questions, 952-227-1196. ly, Mo Building Inspector cc: Steve Torell, Building Official Robert Generous, Senior Planner Mark Littfm, Fire Marshal Building file: 2471 Galpin Ct. gAsafetylimpWd-r \2471galpinct.dm d S - 2--) January 5, 2007 CITY OF CHANHASSEN Mr. Patrick Minger & Ms. Karen Minger Minger Construction 7700 Market Boulevard 2471 Galpin Court, Suite 110 PeoxVIN Chanhass MN sen, 55317 P. O Box 236 Chanhassen, MN 55317 Administration Phone: 952227.1100 Re: Site Lighting & Storage Enclosure Fax 952227.1110 Building Inspections Dear Patrick and Karen Minger: Phone: 952,227.1180 Fax 952.227.1190 On January 5, 2007, I visited your office site at 2471 Galpin Court in the Engineering Chanhassen West Business Park. As I told Karen in our phone conversation after Phone: 952.227.1160 returning to City Hall, I discovered two problems: site lighting and storage Fax: 952.227.1170 enclosure roofing. finance Phone:952.227.1140 In reviewing the area lighting on the west side of the property, I noticed that the Fax: 952.227 1110 lighting is angled. City Code, section 20-913 (c) (1), requires that area lighting be Park & Recreation shielded and have a cutoff angle of 90 degrees. The lighting on the poles is Phone:952.227.1120 angled above 90 degrees. Please have your lighting contractor correct the area Fax:952.227.1110 lighting to comply with the 90 degree cutoff angle. As it is, the lighting shines off Recreation Center site and is a nuisance pursuant to City ordinance section 13-2 (c) (24) of the 2310 Courier Boulevard Phone:952.227,1400 Chanhassen City Code. Fax: 952.227.1404 Additionally, while on the site, I noticed that your tenant, Partek, was installing Planning a Natural Resources aluminum supports for the installation of roofing over the storage area. As you Phone:952.227.1130 may recall, the Chanhassen City Council specifically denied the use of a fabric Fax 952.227.1110 storage building for the storage area. You will need to submit a plan for the Public works construction of any storage enclosure for this area for City review and approval 1591 Park Road prior to installation. A building permit will be required. I am having the building Phone:952.227.1300 official issue a stop work order for this construction. Fax: 952.227.1310 Senior Center If you have any questions or need additional information, please contact me at Phone:952227.1125 (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Fax 952.227.1110 Web She Since www.d.chanhassen. mn.us Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Jerry Mohn, Building Official gAplan12005 planning cases%05-27 minger construction site plan\lighting and storage letter.doc d3NNVW The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play.- A-k,� ut - GA- , '7 S V C75 ck, Zsb 1 q a-� tho 3�e A-f �wc ZS'� lfit4D 1� �5'b 25Sb OS -2.7 6 MEMORANDUM TO: Todd Gerhardt, City Manager � Cl l p l OF FROM: Bob Generous, Senior Planner bX0, 4 CHANHASSEN DATE: September 26, 2005 7700 Market Boulevard ' PC Box 147 SUBJ: Minger Construction, Planning Case 05-27 Chanhassen, MN 55317 Administration Phone. 952.227.1100 EXECUTIVE SUMMARY Fax: 952.227,1110 The applicant is requesting site plan review approval for a one-story, 46,152 square -foot, multi - Building Inspections Phone:952.227.1180 tenant office/warehouse building.It was brought out as art of the Planning Commission public � P g Fax 952.227.1190 hearing that the applicant is requesting, for one of his tenants, the use of a fabric storage structure for the storage of straw erosion control blankets. The applicant has revised the plans to show the Engineering location of this structure on the site. The storage structure is required to comply with building PFax::952.27.1170 Fax: 952.227.1170 codes and cores a building permit. However, this of structure does not comply with the �1 g Pe type P Y city's design standards and should be denied. The developer can install a shed roof structure if he Finance needs to cover the storage area. Outside storage is permitted, if approved by the City Council as part Phone: 952.227.1140 of the site plan review, subject to being completely screened. Fax: 952.227.1110 Park a Recreation Based on the review of the revised site plan, staff recommends the addition of the following Phone: 952227.1120 condition: A minimum six-foot high, opaque fence shall be installed in the landscape island around Fax:952.227.1110 the storage area. Recreation Center 2310 Coulter Boulevard ACTION REQUIRED Phone: 952,227.1400 Fax:952.227.1404 City Council approval requires a majority of City Council present. Planning & Natural Resources Phone: 952.227,1130 PLANNING COMMISSION SUMMARY Fax: 952.227.1110 The Planning Commission held a public hearing on September 6, 2005, to review the proposed Public works development. The Planning Commission voted 6 to 0 to approve the proposed project. The 1Park Road Phone:ne: 952.227.1300 Planning Commission minutes are item la of the September 29, 2005 City Council packet. Fax: 952.227.1310 RECOMMENDATION Senior Center Phone : 952 227.1125 Fax:952.227.1110 Staff recommends adoption of the motion as specified beginning at the bottom of page 7 in the P Pce P g staff report dated September 6, 2005 with the stipulation that the fabric storage structure is Web Site prohibited. www.ci.chanhassen.mn.us ATTACHMENTS 1. Reduced Copy of Revised Site Plan. 2. Photo and Permit Proposal for Temporary Cold Storage Structure. 3. Email from Chuck Kirchoff to Bob Generous dated 9/l/05. 4. Planning Commission Staff Report Dated September 6, 2005. g:\plan\2005 planning cases\05-27 m Tiger construction site planxexecurive summary minger.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a chamiing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Proposed Office / warehouse for: MINGER CONSTRUCTION Chanhassen, MIN @0a ALL SITE PLAN TE PLAN 7 E�if f I u I .....�.. �� j1.C�81� ON DETAIL �PE BOLLARD DETAIL ^^„M CITY OFCHANHASSiN RECEIVED s w,- SEP 16 2005 CHA"SSEN PLANNINS DEFT [iCURE CUM DETAIL u- N001YMAN All CHI IECI MINGER CONSTRUCTION EDN TRACE REVISION SET PLANNWG COMMLSION COMMENTS Bd6A5 wre nw AI wwxw ? . ! .AOWWWWMW- Temporary Cold 8470 Galpin Blvd. Chanhassen, Mn. 55317 September, 2005 Structures I MDM 30' Gothic Style House The 30' Gothic Style house is the workhorse of our product line. It is an ideal year-round structure featuring 1.66" 14 ga. bows spaced 4' on center. Bows may be spaced on 6' centers which reduces the cost by approximately 33% on the frame where no snow loads will be incurred or if the poly is taken off during the winter. The 30' width makes an excellent work area and is ideal for rolling benches. Any length is available in 4' or 6' increments. Optional crossbar assemblies, extended stakes and wind bracing packages are available. Five purlins are available as an option for extra runs of hanging baskets. Use 42' poly on the standard house and 48' with extended stakes. Working Height Measured from the side wall. Width 1' 3' 5' 7' 9' 11' 13' Peak Heightwith 4' 6' 6'8" 7'5" 87' 8111" 918" 104" 28"stakes 56"stakes 64" 8'4" 9' 9'9" 1016" 11"3" 12' 12'8" 66"stakes Windbracing Package Additional bracing for end walls. Consists of 4 pieces 1.315" x 15' rd. tubing, 8 each 1 5/8" x 1 3/8" cross connectors, 8 each 3/4" tek screws. Crossbar Package Optional crossbars give additional support using brace bands as connectors. Crossbars consist of 4-I 5/8" brace bands, 8-1 3/8" brace bands, 6-5/16" x 2 carriage bolts and nuts, 1-1.315 x 15' round. crossbar, 2-1.315 x 18" round uprights. 1.90" Stake Driver Used to drive in the stakes without deforming the ends. Works well with a post driver. Stake Driver PRODUCT DESCRIPTION DURA•SKRIM 8BBR, 8WB, 12BBR and 12WB consist of two sheets of high -strength polyethylene film laminated together with a third layer of molten polyethylene. The white outer layer (DURA•SKRIM 8WB and 12WB) contains UV inhibitors and thermal stabilizers and the black outer layer(s) contains carbon black to enhance outdoor life. The white outer layer is also designed to reduce heat build up and condensation. A heavy scrim reinforcement placed between these plies greatly enhances tear resistance and increases service life. DURA•SKRIM's heavy-duty diamond reinforcement responds to tears immediately by surrounding and stopping the tear. PRODUCT USE DURA•SKRIM 8BBR, 8WB, 12BBR and 12WB are used in more demanding applications requiring high tear resistance. They perform well as medium weight liners or covers. These products meet or exceed ASTM E-1745 Class "C" standard as an underslab vapor retarder. SIZE & PACKAGING DURA•SKRIM 88BR, 8WB, 12BBR and 12WB are available in a variety of widths up to 80,000 square feet. All panels are accordion folded and tightly rolled on a heavy-duty core for ease of handling and time saving installation. Tenpor&y Rain Shed Cover INDUSTRIES I •I I English Metric I English I Metric APPEARANCE Black/Black or White/Black BlackBlack or WhiteBlack THICKNESS, NOMINAL 8 mil 0.20 mm 12 mil 0.30 mm WEIGHT PER MSF 40 Ibs 18 kg 60 lbs. 1 27 kg CoustrRucnoN Extrusion laminated with scrim reinforcement *1 ° TENSILE STRENGTH ASTM D751 52 Ibf. 231 N 59 Ibf. 263 N ELONGATION AT BREAK ASTM D751 6000/6 600% 650% 6500% *GRAB TENSILE ASTM D751 70 Ibf. 312 N 90 Ibf. 400 N *TRAPEzolto TEAR ASTM D4533 55 Ibf. 245 N 72 Ibf. 320 N HYDROSTATIC RESISTANCE ASTM D751 70 psi 482 kPa 100 psi 689 kPa MAXIMUM USE TEMPERATURE 180OF 820C 180OF 820C MINIMUM USE TEMPERATURE -70°F -570C -70OF -570C PERMEABILITY WVTR ASTM E96 Procedure B 0.030 g/100in'/day 0.46 g/m'/day 0.023 g/100in2/day 0.35 g/m'/day PERM RATING ASTM E96 Procedure B 0.066 U.S. Perms 0.044 Metric Perms 0.051 U.S. Perms 0.034 Metric Perms 'Tests are an average of diagonal directions. DURA#SKRIM 8 and 12 both meet or exceed ASTM E-1745, Class "C' standard for water vapor retarders used in contact with soil or granular fill under concrete slabs. DURA*SKRIM 866R, 8WB, 12BBR and 12WB are four layer reinforced extrusion laminates. The black outer layers consist of a high -strength polyethylene film containing carbon black. The white sides contain UV and thermal stabilizers. DURA+SKRIM 81313R, 8WB, 12BBR and 12WB are reinforced with a minimum of a 1000 denier scrim laid in a diagonal pattern spaced 3/8" apart with an additional machine direction scrim every 3" across the width. The individual plies are laminated together with molten polyethylene. Note: To the best of our knowledge, these are typical property values and are intended as guides only, not as specification limits. NO WARRANTIES ARE MADE AS TO THE FITNESS FOR A SPECIFIC USE OR MERCHANTABILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage. Sioux Falls, South Dakota INDUSTRIES Flexible Films Department www.dura-skrtm.com P.O. Box 5107 Sioux Falls, SD 57117-5107 (605)335-0174 (605) 331-0333 - FAX Page Generous, Bob From: Chuck Kirchoff [kirchoff @ mchsi.com] Sent: Thursday, September 01, 2005 4:05 PM To: Generous, Bob Subject: Minger Construction proposal Hello Bob and Commission members, We are residents of a small neighborhood located directly off of Galpin Boulevard in Chanhassen and would like express our grave concerns regarding the Minger Construction proposal currently being considered. We clearly knew that the property in question was zoned industrial, and hence forth have no issues with the office complex proposed for the site. However, we are deeply concerned and troubled with the "access point" to this complex being located off of Galpin. We clearly would never have imagined this being proposed, yet alone allowed. As you know, Galpin is a road comprised of residential neighborhoods. To have this office complex with the vehicles used by workers and trucks used for deliveries also daily use Galpin is absurd. As this is our neighborhood, our kids bike and walk along Galpin to get to and from school, parks, games, and friends houses. Our five, six and seven year olds also stand out on Galpin every morning to catch the school bus. The posted speed limit of 45 MPH is already extremely dangerous, and to add additional vehicles to this road is only greater cause for concern for those of us who live here. It would seem logical that the "access road" to this complex be located off of Lyman, which is clearly industrial verses residential. We realize this may mean a loss of marketable real estate, but that is rather insignificant as compared to the safety of hundreds of families living along Galpin. Please, please consider these items as you make your review, and support our children's safety. Thank you for you consideration, Chuck and Diana Kirchoff 2355 Bridle Creek Circle Chanhassen, MN 55317 9/1/2005 0 CITY OF CHANHASSEN A W E"4 I0-0 col STAFF REPORT PC DATE: September 6, 2005 61 CC DATE: 9egtermkeQ93 September 29, 2005 REVIEW DEADLINE: September 27, 2005 Extended to November 26, 2005 CASE #: 05-27 BY: RG, LH, ML, AM, JS, ST PROPOSAL: Request for Site Plan Review for office/warehouse building. LOCATION: Lot 4, Block 2, Chanhassen West Business Park. APPLICANT: Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 (952) 470-1753 PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Office/Industrial ACREAGE: 5.03 DENSITY: 0.20 F.A.R. SUMMARY OF REQUEST: The applicant is requesting site plan review approval for a one- story, 46,152 square -foot, multi -tenant office warehouse building. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. Location Map Minger Office/Warehouse Building Planning Case No. 05-27 Lot 4, Block 1, Chanhassen West Business Center City of Chanhassen a �Ba n a aritl/e c I I Subject Site Stine CreekN% Creeq N 5 0 G> m i a n ¢ekOr n O rOr+e Creek Or 9 Lyman Blvd (C.R. 18) �y 'nay Bi 9 e � 1 ! C � � N ry, N L � � U «_ 0 U w N inger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 2 of 11 PROPOSAL/SUMMARY The applicant is requesting site plan review approval for a one-story, 46,152 square -foot, multi - tenant office/warehouse building. Building materials consist of burnished and rock -faced block with glazed blocks as accents above the entrances. 1 o the north and east of the proposed I i' I' I•• i ii i, i II i i I + i TR&TEO's I TRIO I ADDm,oRi building are other _ -- undeveloped lots within the Chanhassen West z _ °ee� Business Park. To o i• the south is the I (n stormwater pond and wetland contained in Outlot. To the west is industrial development within a 1 its' c,1°^�� the City of Chaska. The finished floor elevation at the south end of the building is nine feet higher than Lyman Boulevard, south of Outlot A. Water and sewer service is being - extended to the _ property as part of ' the Chanhassen West Business Park development. Access to the site will be via a private street shared with Lot 5, which will permit the preservation of a band of trees that continues south from the preservation area of Outlot A approximately following the easterly property line of this lot and screening the site from the public street within the development. The site has a high elevation of 968 in the northeast corner of the lot where trees are being preserved, an elevation of 960 at the northern property line and a low elevation of 942 at the southern property line. The proposed finished floor elevation for the northern two-thirds of the building is 963. The equipment bays are 10 feet lower with a proposed floor elevation of 953. The proposed development complies with the development design standards for Chanhassen West Business Park. Staff is recommending approval of the site plan subject to the condition of this staff report. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 3 of 11 On August 22, 2005, the Chanhassen City Council approved the following: Rezoning of the property located within the Chanhassen West Business Park from Agricultural Estate District (A-2) to Planned Unit Development (PUD) incorporating the development design standards contained within the staff report; Preliminary Plat for Chanhassen West Business Park, plans prepared by Schoell & Madson, Inc., dated June 17, 2005; and Wetland Alteration Permit to fill and alter wetlands within the development, plans prepared by Schoell & Madson, Inc., dated June 17, 2005. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chanhassen West Business Park Development Design Standards GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Size Portion Placement Three entrances are located on the eastern elevation of the building. Each entry has a red metal canopy hung over the doors. Entrances have four -inch reveals projecting the entrances out from the building. Entrance cornices are two feet higher than the building parapet. Material and Detail The building consists of 12-inch and 8-inch concrete block in burnished and rock -faced texture. Red metal canopies are hung over each of the entries. The building fagade incorporates window and entry patterning along its front with four -inch reveals at the entrances. Entrance cornices are two feet higher than the building parapet. Color The primary building color is hickory (brownish -grey). Accent colors include antique white on the upper portions of building entries and pilasters and concord red (dull red) at the bottom of entries and the base of the pilasters. Entrance canopies are regal red. Accents are provided through the use of four areas of red -glazed block above the entrances. Minger Construction Site Plan Review Planning Case No, 05-27 September 6, 2005 Page 4 of 11 Height and Roof Design Building height is 22 feet 8 inches to the top of the parapet at the building entrances which rise above the rest of the parapet two feet. Each entrance will also be covered by a 4-foot wide arched, red metal canopy which clearly identifies the entryways to the building. Mechanical equipment must be screened. Facade transparency The proposed building includes a building elevation that incorporates three entrances, flanked by two sets of double windows and then a triple window combination which are bracketed by pilasters that frame the office areas. Site Furnishing Community features include landscaping, lighting, preserved trees and a sidewalk system out to the public street. Loading Areas, Refuse Area, etc. Service yards, refuse and waste removal, other unsightly areas and truck parkinglloading areas are screened from public views by the building and buffer yard plantings. Landscaping Minimum requirements for landscaping include 7,046 square feet of landscaped area around the parking lot, 14 landscape islands or peninsulas, 28 trees for the parking lot, and bufferyard plantings along the west property lines. Applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 7,046 s . ft. 83,162 s . ft. Trees/ parking lot 28 overstory trees 6 overstory trees 13 understory trees 4 existing trees Islands/parkingIslands/parking lot 14 islands or peninsulas 6 islands/peninsulas Applicant does not meet minimum requirements for trees or islands/peninsulas in the parking lot area. Staff recommends that the applicant increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. Staff recommends that the applicant add landscaping to the southern end of the building and parking lot to break up the expanse of wall and provide part of the required plantings for the parking lot requirements. Trees should be native species. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 5 of 11 Lot Frontage and Parking location The building will be set back significantly from the public street behind a screen of preserved trees. Access will be via a private street with the property to the north. Parking is distributed around the building. Building Height Building Setback Parking Stalls Parking Setback Hard Surface Coverage Lot Area WETLANDS Compliance Table PUD Minaer Construction 3 stories 1 story 40 feet 22 feet 8 inches N-0'E-30' N-108'E-325' W-30'S-0' W-13TS-50 73 stalls 63 stalls plus 10 stalls shown as proof of parking and 20 additional future parking stalls (if needed) N-0'E-10'* N-25'E-245' W-20'S-0'* W-20'S-50' 70% 62% PUD Minger Construction I acre 5.03 acres All wetland impacts should be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. All wetlands and proposed mitigation areas should maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant should install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. All structures (including parking lots) should maintain a 40-foot setback from the edge of the wetland buffer. GRADING, DRAINAGE AND EROSION CONTROL The site will be mass -graded with the developer -installed improvements. After reviewing the detailed grading plan submitted with the site plans, staff recommends that the Swale in the southwest comer of the site be filled in to reduce the height of or eliminate the need for the Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 6 of 11 retaining wall on the west side of the site. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. Grade changes in this area will likely slightly change the storm sewer layout behind the building. Based on grade changes on Lot 4, the developer's engineer may wish to reroute the storm sewer extending from the low area on the southwest corner of Lot 5 (north of the Minger site) to connect to the storm sewer behind the Minger building. The grading plan must be revised to show that disturbed areas are restored to at least a 3:1 grade. Due to the design of tractor -trailer loading docks, staff realizes that the paved surface grade will exceed 5% in some locations adjacent to the building. Pipe bollards must be installed around these locations. Erosion Control Silt fence should be installed along the west property edge behind retaining wall near flared end section to minimize sediment erosion. Silt fence should be installed outside of wetland buffer edges. The contractor should use a Wimco or similar catch basin erosion control BMP. All erosion control measures should be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. The contractor should inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of Slopce Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. The storm water pond on Outlot A should be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. This development is in the Carver County Watershed Management Area in which Paul Moline and Carver County Planning and Zoning is the Watershed Authority. The plan should be submitted to them for review and comment regarding the County Water Rules. The development will be subjected to the filtration requirement and this plan does not reflect any filtration location. It is unknown if the filtration requirement will be satisfied on other portions of the site. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 7 of 11 SITE CIRCULATION The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. The proposed site plan generally provides good circulation for passenger vehicle and tractor - trailer unit circulation. To better channel traffic, staff recommends that the access for Lot 5 (the property to the north) align with the access to the Minger site. The eastern curb radius of this access to Lot 5 must be adjusted to accommodate the turning radius of a small delivery truck. Tractor trailer turning movements to Lots 4 and 5 for delivery purposes will be to the west of the above -mentioned access. The proposed pavement configuration west of the building will accommodate the tractor -trailer turning radius. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. UTILITIES Public watermain and sanitary sewer will be installed within the shared driveway between Lots 4 and 5. The remaining utilities on the site will be privately owned and maintained, including the storm sewer and the looped watermain. LIGHTING/SIGNAGE The applicant is proposing lighting of the site through the use of wall -pack type light fixtures attached to the building. The lighting must be shielded to prevent off -site glare. Site lighting is required to be directed to the interior of individual lots. Lighting shall be high pressure sodium. No signage is currently shown on the plans. Signage must comply with the PUD standards, City Code requirements and would require a separate sign permit application. MISCELLANEOUS Detailed occupancy related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. RECOMMENDATION Staff recommends that the Nanning ^_._..:__:_- City Council adopt the following motion: Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 8 of 11 "The Chanhassen City Council approves Site Plan Planning Case #05-27, for a 46,152 square -foot office warehouse building, plans prepared by Schnell and Madson, Inc., dated August 5, 2005, revised September 12, 2005, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The building is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. PTU is required on the building water service. 5. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 6. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 7. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 8. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 9. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 10. An additional fire hydrant will be required in the island off the northeast comer of the building. Contact Chanhassen Fire Marshal for exact location. 11. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 12. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high- pressure sodium. 13. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 9 of 11 14. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. 15. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. 16. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. 17. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 18. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. 19. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. 20. Silt fence shall be installed outside of wetland buffer edges. 21. The contractor shall use a Wimco or similar catch basin erosion control BMP. 22. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of SloM Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 23. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. 24. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. 25. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 10 of 11 26. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. 27. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. 28. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. 29. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. 30. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. 31. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. 32. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. 33. Disturbed areas must be restored to a minimum 3:1 grade. 34. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. 35. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. 36. The grey line type shown in the legend should be labeled "by others", not "existing". 37. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 38. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. 39. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. 40. A minimum six-foot high, opaque fence shall be included in the landscape island around the storage area." Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 11 of 11 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Reduced Copy Site Plan dated 8-5-05. 5. Reduced Copy Floor Plan dated 8-5-05. 6. Reduced Copy Elevations dated 8-5-05. 7. Reduced Copy Preliminary Grading Plan. 8. Reduced Copy Preliminary Landscape Plan. 9. Lot/Building 4 Rooftop Equipment Site Line. 10. Memo to Robert Generous from Mark Littfin dated 8/10/05. 11. Letter to Robert Generous from Pete May (Sprint) dated 8/18/05. gAplan\2005 planning cases\05-27 minger construction site plan\staff repon mingerAoc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, M USMSOTA FINDINGS OF FACT AND RECOMMENDATION Application of Minger Construction for Site Plan Review for a 46,152 square -foot, one-story office/warehouse building — Planning Case No. 05-27. On September 6, 2005, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Minger Construction for a site plan review for the property located at Lot 4, Block 2, Chanhassen West Business Park. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided by the Land Use Plan for Office/Industrial uses. 3. The legal description of the property is: Lot 4, Block 2, Chanhassen West Business Park. 4. Section 20-110: Requires that the proposed development: (1) 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; (2) Is consistent with Chapter 20, Article Il, Division 6 of the Chanhassen City Code; (3) 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; (4) 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; (5) Creates a functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; C. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) 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. 5. The planning report #05-27 dated September 6, 2005, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review. ADOPTED by the Chanhassen Planning Commission this 6m day of September, 2005. CHANHASSEN PLANNING COMMISSION BY: Uli Sacchet, Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION rnlry 1 Phone: aSZ K7o 115-7 Fax: Email: Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Non -conforming Use Permit Planned Unit Development` Rezoning Sign Permits Sign Plan Review _ Site Plan Review' 500!! t (000 sf• `Ibl 1552- Subdivision Owner Name Planning Case No. 05-12 CITY OF CHanw A o..,-,. REc-. , __,_ ALY,, 5 2005 CHMHASSEN P1 Contact: a ,roc. AA"v� Phone: QSZM?o t7S3 Fax: Email: Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment OFA-- Notification Sign" - $75 + $100 Damage Deposit 5Et: goo nr. X Escrow for Filing Fees/Attorney Cost"' 5ojW - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ ID 1022- An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 8/z" X 11" reduced copy for each plan sheet along with a digital cop v in TIFF -Group 4 ('.tit) format. Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. SCANNED Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: LOCATION: Lo 4 Li n LEGAL DESCRIPTION: OLDCk CGar�4:t� BuStnerr 'rave► 1Neri' TOTALACREAGE: 5• 03 WETLANDS PRESENT: YES X NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: '5alk" t REASON FOR REQUEST: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. — 19dx a. Sig ature of Ap r nt e Date Signature of Feowner Date G1planVomis0evelopment Review Application.DOC Rev. 4/05 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF M1NNESOTA) ) ss. COUNTY OF CARVER ) I, Todd Gerhardt, being first duly sworn, on oath deposes that he is and was on August 25, 2005, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date he caused to be mailed a copy of the attached notice of Public Hearing for Minger Building Site Plan Review — Planning Case No. 05-27 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. /5''OI T d Gerhardt, City Subscrib d and sworn to before me this,2-61ay of 2005. Notary Pklic KIM I MEUWISSEN �. Notary Public -Minnesota My Commission Expires Jan 31. 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 6, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for Site Plan Review for an office/warehouse buildin Planning File: 05-27 Applicant: Min er Construction Property Lot 4, Block 2, Chanhassen West Business Park Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Bob Generous at 952-227-1131 or Questions & e-mail boenerous@ci.chanhassen.mn.us. If you choose to Comments: 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 at htto://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUndustrial. • 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 spokespersontrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included in the report to the City Council. If you wish to have something to be Included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting & Time: Tuesda , Se tember 6, 2005 at 7:00 .m. ocation: Cit Hall Council Chambers, 7700 Market Blvd. [Date ro osal: Re uest for Site Plan Review for an office/warehouse buildinlannin File: 05-27 licant: Min er Construction Property Lot 4, Block 2, Chanhassen West Business Park Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Bob Generous at 952-227-1131 or Questions & e-mail baenerous@ci.chanhassen.mn.us. If you choose to Comments: 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 at http://206.10.76.6tweblink7 the Thursday rior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party Is Invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included in the report to the City Council. If you wish to have something to be Included In the report, lease contact the Planning Staff person named on the notification. This most is neither a legally recorded rrep nor a survey, alb 13 ref intended to be used as me. This map is a compilation of records, information and data located in various city, county, Stare and federal offices and other sources regamfing the area shown, and is to be used for reference Nmoses only. The City does not woman that the Geographic Information System (GIS) Dam used to prepare this map are error free, and the City does not represent that the GIS Data can to used to navigational, traclung or any other purpose requiring eraning measurement of distance or direction or precision in the depiction of geographic features. It errors or discrepancies are found please contact 962-=-1107. The preceding disclaimer is provided sursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map scknovdedges that the City shall not be liable for any damages, and expressly waives all darts, and agrees to defend, indemnify, and hold hamiess the City from any and all claims brought by User, its employees or agents, or third parties which ante out of the users access or use of data provided. This asap is neither a legally recalled map nor a survey and is not intended to be used as me. This rrep is a compilation of records, informa on and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used tor reference W rposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare Nis rrep are error free, orb the City does not represent that the GIS Data can be used ion navigatimel, tracking many other purpose requiring aracting measurement of distance or direction or prei in Me depiction of geographic features. b errors or discrepancies are found please contact 962-227-1107. The Preceding declaimer is provided Wrsuant to Minnesota Stables §466.03, Subd. 21 (2000), and Me user of this map acknowledges that the City shell not be liable tar any damages, said expressly waives all darts, and agrees to defend, finder-ri and hold hamiess Me City from any alb all clans brought by User, its employees or agents, or thind parties which arse out of the users Maces or use of data provided. Public Hearing Notification Area (500 feet) Minger Office/Warehouse Building Planning Case No. 05-27 Lot 4, Block 2, Chanhassen West Business Center City of Chanhassen 4275 NOREX LLC ROGER A & GAYLEEN M SCHMIDT JEFFREY A & CYNTHIA L OLSON 5354 PARKDALE DR 8301 GALPIN BLVD 2520 BRIDLE CREEK TRL MINNEAPOLIS , MN 55416 -1603 CHANHASSEN , MN 55317 -8413 CHANHASSEN , MN 55317 -9372 GINO R TENACE & JEFSCOTT T MURPHY & ROBIN S MARSH-TENACE 2499 BRIDLE J & CREEK TANDREA RL SEBENALER LORI A BOETTCHER-MURPHY 2557 BRIDLE CREEK TRL CHA BRIDLE CREEK TRL 2550 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9372 CURTIS J & MARGARET A ZOERHOF REILLY M DILLON & STEPHEN D & PATRICIA V PETERS 2530 BRIDLE CREEK TRL STEPHANIE GIMBLE-DILLON 2536 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 2542 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN . MN 55317 -9372 DAVID E & MONICA L KILBER JEANNE M LINDBERG ALAN W JR & CATHERINE D HECHT 2470 BRIDLE CREEK TRL 2480 BRIDLE CREEK TRL 2490 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 TIMOTHY R CAHLANDER & ALEXANDER D DONALDSON & STEVEN G 8 DEBORAH A WATTS KARLA B PLADSEN-CAHLANDER ELETA M DONALDSON 2563 BRIDLE CREEK TRL TFIL 2495 BRIDLE CREEK TRL 2460 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN -9372 MICHAEL C & KRISTIN M MATTSON CRAIG W & DANA A JOHNSON THOMAS M & MARCIA A KLADEK 2560 BRIDLE CREEK TRL 2450 BRIDLE CREEK TRL 2491 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN . MN 55317 -9369 CHANHASSEN . MN 55317 -9369 LEGEND HOLDINGS LLC FRANK J & REBECCA A LAENGLE C/O LEWIS WILLIAM G & KAREN N LOOMIS 2440 BRIDLE CREEK TRL 11750 OLD GEORGETOWN RD 2567 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 APT 2202 CHANHASSEN , MN 55317 -9372 ROCKVILLE . MD 20852 -2652 JAY & FAITH M CUTLER CHARLES L & BARBARA C NICKOLAY KARILYNN KIRMEIER 2430 BRIDLE CREEK TRL 2420 BRIDLE CREEK TRL 2410 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 STEVEN W & SARAH S DALE SCOTT & AMY C KAEHLER GENE M & BEVERLY G HERMES 2487 BRIDLE CREEK TRL 2380 BRIDLE CREEK CIR 2571 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9338 CHANHASSEN . MN 55317 -9372 DANIEL R & SHELLEY R LUNA SCOTT P & LESLIE M LOEHRER JEFFREY L & HANNAH R CROMETT 2483 BRIDLE CREEK TRL 2370 BRIDLE CREEK CIR 2471 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9338 CHANHASSEN . MN 55317 -9369 CLARENCE E & LIEVA L SCHMIDT CRAIG V & NINA F WALLESTAD ANGILBERTO HERNANDEZ & 2461 BRIDLE CREEK TRL 2475 BRIDLE CREEK TRL LAURIE HERNANDEZ CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9369 2451 BRIDLE CREEK TRL CHANHASSEN. MN 55317 -9369 JOELLE J RADERMACHER 8 PAUL M & CONSTANCE M PALMER STEVEN J & NANCY J CAVANAUGH 2479 BRIDLE LE CREEK RADERMACHER 2360 BRIDLE CREEK CIR 2441 BRIDLE CREEK TRL CHANHASSEN, BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9338 CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9369 PETER & LUANN SIDNEY BARRY & MARY L LABOUNTY RODNEY H & JANICE C MELTON 2431 BRIDLE CREEK TRL 2421 BRIDLE CREEK TRL 2413 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9369 CHANHASSEN. MN 55317 -9369 CHANHASSEN, MN 55317 -9369 MARK & CHRISTINE FISCHER ANDREW M DINGMAN & CALVIN DISCHER 2407 BRIDLE CREEK TRL STEPHANIE J DINGMAN 5476 WOODLAND RD CHANHASSEN, MN 55317 -9369 2403 BRIDLE CREEK TRL MINNETONKA , MN 55345 -5658 CHANHASSEN, MN 55317 -9369 RICHARD B BURY SAMUEL O & KIMBERLY A STIELE MERLE D & JANE VOLK 4175 TRILLIUM LN E 2375 BRIDLE CREEK CIR 16925 CO RD 40 MOUND, MN 55364 -7730 CHANHASSEN , MN 55317 -9388 CARVER, MN 55315 -9635 JEFFREY D & REBECCA R BRICK CHARLES E & DIANA L KIRCHOFF KEVIN M & CATHLEEN A DILORENZO 2365 BRIDLE CREEK CIR 2355 BRIDLE CREEK CIR 2382 STONE CREEK LN W CHANHASSEN, MN 55317 -9338 CHANHASSEN. MN 55317 -9338 CHANHASSEN. MN 55317 -7413 WILLIAM G JR & PAMELA FRANZEN JAMES A & LAURIE LISIGNOLI CHARLES O & ERIN M BUSALACCHI 2370 STONE CREEK LN W 2356 STONE CREEK LN W 2342 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 CHANHASSEN. MN 55317 -7413 CHANHASSEN. MN 56317 -7413 LBI ACQUISITION CORP C/O CHEF SOLUTIONS: L PETRICH TOM & SOMMANA MONTHISANE RICHARD B & CHRYSAUNA A BUAN 20 N MARTINGALE 2381 STONE CREEK LN W 2369 STONE CREEK LN W SUITE 600 CHANHASSEN, MN 55317 -7413 CHANHASSEN, MN 55317 -7413 SCHAUMBURG , IL 60173 -2417 WILLIAM A & LORRAINE RODRIGUEZ DAVID G & YAEL M RUBIN BRIAN C & SALLY L SNABB 2357 STONE CREEK LN W 2345 STONE CREEK LN W 2333 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 CHANHASSEN, MN 55317 -7413 CHANHASSEN, MN 55317 -7413 THOMAS E & MARY K WITEK JEFFREY J & ABIGAIL M WILSON MARK SUNDQUIST 2318 STONE CREEK DR 2332 STONE CREEK DR 2374 STONE CREEK DR CHANHASSEN, MN 55317 -7403 CHANHASSEN, MN 55317 -7403 CHANHASSEN, MN 55317 -7403 JAMES D & TRACI L LEONARD JOHN F & LAURIE SULLIVAN 2360 STONE CREEK DR 2346 STONE CREEK DR CHANHASSEN, MN 55317-7403 CHANHASSEN. MN 55317-7403 RODDY Y & LAURIE L W ZIVKOVICH THOMAS V & BEVERLY L ANTILLEY 2337 BOULDER RD 2361 STONE CREEK DR CHANHASSEN, MN 55317-7401 CHANHASSEN, MN 55317-7403 DANIEL J & PAMELA J CULHANE ALOTA PROPERTIES LLC 2333 BOULDER RD 4035 NOREX DR CHANHASSEN, MN 55317 -7401 CHASKA . MN 55318 -3043 JEFFREY J & KARLA M ALTHOFF KELLY K MORLOCK & 2326 BOULDER RD SARA B ROMANSKI-MORLOCK CHANHASSEN, MN 55317 -7401 2325 BOULDER RD CHANHASSEN. MN 55317 -7401 CHARLENE A STENDER JAMES M & JENNIFER D LARRANAGA 2321 BOULDER RD 2318 BOULDER RD CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 55317 -7401 DONALD W & CATHY BORGMANN RORY D & AMY J LEA 2308 BOULDER RD 2313 BOULDER RD CHANHASSEN, MN 55317-7401 CHANHASSEN, MN 55317-7401 DELORIS B HOLASEK LIVING TRUST SCOTTT & NICOLE M BRUSH C/O DELORIS HOLASEK 2301 BOULDER RD CHANHASSEN, MN 55317 -9413 GA CHANHASSEN. MN 55317 -7401 CHAM RICHARD F RIEGERT D M HEAD LP C/O RIEKER ENTERPRISES 2738 WINNETKA AVE N 7875 187TH ST GOLDEN VALLEY, MN 55427 -2850 BELLE PLAINE , MN 56011 -8932 THE NORDICK GROUP INC 67512TH AVE NE WEST FARGO. ND 58078 -3502 JOSHUA T KRIENKE & CHRISTINA A KRIENKE 2375 STONECREEK DR CHANHASSEN, MN 55317 -7403 JOEL E & HEIDI M LEHRKE 2329 BOULDER RD CHANHASSEN, MN 55317-7401 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN, MN 55317-7401 DOUGLAS G & SARAH P HIPSKIND 2317 BOULDER RD CHANHASSEN, MN 55317 -7401 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN. MN 55317-7401 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN. MN 55317-7401 Proposed Office / Warehouse for: MINGER CONSTRUCTION Chanhassen, MN OVERALL 51TE -LAN Spy vurorr-wr a�m,rv�rmer war. OOOWMAN ARCHITECTS MINGER CONSTRUCTION »m aw»xm mw«rawwn �rAlw IItlCf4GlII1C pWxVm�'.w6A EDEN TRACE w�mwvxrwwr wx� wwn u®xlmx wlwlxlex .«L596" en me SITE PIN SUBMITTAL E�6-06 w� mx.mm an sam vxw a a� w Al aRm Sa£� i I ° ° --Y ILUILLU-LUJ.JLILi'JLUILYILIYnIMuI—� nU1WILLI1 NUILUII UP p p , V ff y . . O O O O Y iJ p s v MOUWMAM AMITECTS M CONSTRUCITON MA WIMLYA aw.wm.wmn r».mim OVlfILW...,W.�LW. �.w EOBN TRACE OLW4VIMilp�11 SRE PLAN SUBMITTAL 85-05 an saa wnvr °w w nTYPIGAL ENTRY ELEVATION A3 p....&I. t —_ — mrm_ exovox w.. �.»�x............. o4.. \ s �. zu yi Y i } rI, 1 , _ : r MINCER CONSTRUCTION wexx.assx w[si B1S1111 P.1xM, 1pl 1 i � • - .ne curx aw EDEN l CITY OF CHANHASSEN BRACE RECEIVED AL i / wµnml w wn ...-». AUG 5 2005 CHANHASSEN PLANNING DEplimniiiiiimm PRELIMINARY ONLY NOT FOR CONSTRUCTION rPRELIMINARY g GRADING PLAN ITr/ � �—:.�^_—_•_• ,,,® '. .anNen f�-_ C2 I wuNr ucexo Yn LAN DSCAPE NOTES �(T)Aw la �' .......• °..�...�,..,.,w .go-.... u.mm.. r,a.m. n. w.. ,.. .....�...,., �1 fitl/ uwnna,J (TI AW I ti. BN�" f .. .s,.. ,., ems m. «�..�...a .�....... 1 •q I �'= '' MINCER .� �nP*�� °M.��n CONSTRUCTION _ 4 . � eumlFss PMII LOT 4 uBN (,', I.....,..na.n,.,.......mo-,...,.. . 0 1 1 � _ � 10 LANDSCAPE REQUIREMENTS '.1 BN 1 I } 1 WREAK SCHEDULE- LOT a 'i HEN 117 EHDo lll� EDEN TRACE u I.AK m PRELIMINARY ONLY NOT FOR �+ CONSTRUCTON =PLANT SCHEDULE SUBDIVISION LOT 0 BUFFERYARD H1 n CITY OF CNANMAESFN RECEIVED _ [o-nYq A.. .n, n . o- M n., o-..[•o- .q...a r LANDSCAPE AUG S ZOOS LANDSCAPEE PLAN A ® 'NANHASSEX PWNNINS OEPT oSCANNED CS LOW PROFILE 3' TALL ROOF TOP UNIT - PAINT _ TO MATCH GOPING COLOR 5ET ROOFTOP UNIT NO CL05ER THAN 12' FROM FRONT OF BUILDING. 20'-8" BLDG. HOT, — � b' TO PROPERTY LINE LOT / BUILDING #4 - PAT MINOER 56ALE = 1/I6" = V-O" CITY OF CHANHASSEN MEMORANDUM 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 TO: Robert Generous, Senior Planner Administration Phone:952.227.i1W FROM: Mark LittFire Marshal Fax:952.227.1110 DATE: August 10, 2005 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 SUBJ: Request for a site plan review for an office/warehouse building on Property located at Lot 4, Block 1 Chanhassen West Business Park. Engineering Applicant Min er Construction PP g Phone:952.221.1180 Fax: 952.227.1170 Planning Case: 05-27 Finance Phone: 952.221.1140 Fax:952.227.1110 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or Park a Recreation city ordinance/policy requirements. The site plan is based on the available information Phone: 952227.1120 Fax:952.227.1110 submitted at this time. If additional plans or changes are submitted, the appropriate code Recreation center or policy items will be addressed. 2310 Coulter Boulevard Phone:952.227.1400 1. No burning permits will be issued for trees to be removed. Trees and shrubs Fax: 952.227.1404 must either be removed from site or chipped. Planning d Natural Resources 2. Fire apparatus access road and water supply for fire protection is required to be PFax:955227.1110 installed. Such protection shall be installed and made serviceable prior to and Fax: 952.227.1110 during the time of construction except when approved alternate methods of Public works protection are provided. 1591 Park Road Phone 95227.13100 Fax: 952.221.1310 3. A fire apparatus access road shall be designed and maintained to support the PP � PP imposed load of fire apparatus and shall be serviced so as to provide all weather Senior center driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. Phone: 952.227.1125 Fax: 952.227.1110 4. Temporary street signs shall be installed on street intersections once Web site construction of the new roadway allows passage of vehicles. Pursuant to 2002 www.ci.chanhassen.mn.us Minnesota Fire code Section 501.4. 5. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Robert Generous August 10, 2005 Page 2 6. An additional fire hydrant will be required in the island off the northeast comer of the building. Contact Chanhassen Fire Marshal for exact location. 7. Comply with Chanhassen Fire Department/Fire Prevention Policy #29- 1991regarding premise identification. Copy enclosed. g.Asafety\tnl\plrevO5-27 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227-1150 FAX: (952) 227-1190 Numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Size and location of numbers shall be approved by one of the following — Fire Marshal, Fire Inspector, Building Official, Building Inspector. Requirements are for new construction and existing buildings where no address numbers are posted. 1. Numbers shall be a contrasting color from the background. 2. Numbers shall not be in script. 3. If a structure is not visible from the street, additional numbers are required at the driveway entrance. Size and location must be approved. 4. Numbers on mail box at driveway entrance may be a minimum of 4". However, requirement #3 must still be met. 5. Administrative authority may require additional numbers if deemed necessary. 1. Minimum height shall be 5 inches. 2. Building permits will not be fmaled unless numbers are posted and approved by the Building Department. Premises Identification 29-1991 Page 1 of 2 1. Minimum height shall be 12". 2. Multi -Tenant Buildings a. Building address range, minimum height of 12 inches. b. Address numbers required on all tenant doors. Minimum height of 6 inches. 3. If address numbers are located on a directory entry sign, additional numbers will be required on the buildings main entrance. a. Signage on overhead/ delivery doors will also be required. Revisions 6/10/02 3/22/05 Premises Identification 29-1991 Page 2 of 2 Sprint August 18, 2005 Robert Generous City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN. 55317 Re: Planning Case 905-27 "Minger Construction 343 FF, 82nd Street Chaska. MN 55318-2354 RECEINcD AUG 2 2 2005 CITY OF CHANHASSEN The purposed Chanhassen West Business Park is served by two telephone companies. Lots 3, 4 and 5 would be served by Sprint. Sprint would need access form Lyman Blvd. to serve the business park. Attached is the purposed route for Sprint's facilities. If you have any questions, please feel free to contact me at 952448-8354. Sincerely Pete May Network Engineer I Sprint of Minnesota, Inc. 10 1 9 I' I 7 / TRbTTEk'S I I RID E I / ADPITIONI S PROJECT INFORMATION crCif IriP,gy,o �TO��,1.�..W..., a_4 rr.c.ws {{i ,..n C� 4 1s.....w,. m e n X- I 'r �- -I• I t :�bilrior.R•.7 {R. I : NL.ssl rr.[-w 1 l _ _ I .. ..•j ••."•� I .•toa c:.rosmm' � �1 1 '.�'•I ) {~ ram, r.rr"r rn. 1 I i __ .r��..� I L \ ' �.w• lk� I , _ Schoell ® &.:MedenI— gl_n. � meM TRce CORP. ails , i. .a . ex.xxmex, ux se 5T6 a r..P.us m. 10 1 9 AIRID 6/ 5 I 3 I 2176TTEk'S / ADOITIONI [ •.:,;::.'%,��..' �u/ �rlcau �FFL PROJECT INFORMATION Z � 1 ,.WX Wall Of iffib. zA — T — Y \ I•). 1 I a vcwu I;1 Q 'Az e — M •� 1 •'• i T AULOT.-R.7/ ' 1 ..o 'd vE..u+ Iscwu 1 � li 2 it 1 o CsAru-as-eLw_ SchoNl & Medeon, Inc. Y_..w .wr..•w• a* TI ORTACII COURTWIRN CN1MN]]][M• YM ]!]OI aw`s a• cux u ]curt wm �1 CN]YY] w 1 'r Mpnbrl [,.. Yu, 6 79 PROJECT LOCATION 20'-O" PARKIN(5' SETBACK �I • I i.r Qt . Wy OIA O O R_J600 w� CAMS O\/ER/�\LL N Ills,--- 111111 � 1 ` t . C—b�OL mg ° 4PO o LYMAN BLVII -_ S I TL PLAN NORTH AI NO SCALE �® Proposed Office /Warehouse for: MINGER CONSTRUCTION Chanhassen, MN PR°JEGT SCOPE OF PROJECT: DE516N-BUILD OFFICE/HAREHOUSE - ARCHITECTURAL GONG. BLOCK / STEEL BAR JOISTS - STEEL ROOF DECK - SITE WORK / GRADING OF SITE / ASPHALT - LANDSGAPIN6. D Q �Q) (a)S I TE PLAN NORTH Al 56ALE: 1 " = 40--0" SITE l_OGATION r'AP NO SCALE ARGHITEGTURAL DRAWINGS: SITE PLAN SUBMITTAL CONSTRUCTION DOGUMENTS SITE 4 PROJECT INFORMATION Al OF 3 FLOOR PLAN A2 OF 3 EXTERIOR ELEVATIONS A3 OF 3 COLORED ELEVATION (11 X 1-7) STRUCTURAL DRAWINGS: FOUNDATION PLAN ROOF FRAMING PLAN DETAILS 4 NOTES DETAILS CIVIL DRAWINGS: 5GHOELL 4 MADSON, INC. - q52-546-1601 (FAX) 546-g065 10580 HAYZATA BOULEVARD, SUITE I, MINNETONKA, MN 55505 GRADING PLAN GI OF 3 UTILITY PLAN 62 OF 3 DETAILS 63 OF 3 MECHANIGAL / ELECTRICAL DRAWINGS: BY DESIGN -BUILD 5UBGONTRAGTOR5 - COORDINATION BY 6.0 CODE DATA BOX CITY OF CHANHASSEN SITE REQUIREMENTS GONSTRUGTION TYPE: HIN - STRUCTURAL ELEMENTS TO BE OF NON-COMBUSTIBLE MA-ERIALS: EXTERIOR HALLS/ARGHITEGTURAL GONG. BLOCK HALL - STEEL COLUMNS/ BEAMS/BAR J015T5/ROOF DECK. OGCUPANCY: GROUP B - OFFICE / GROUP 5 - STORAGE / GROUP F - MANUFACTURING ALLOWABLE AREA: 066UPANGY B / 5 / F - UNLIMITED, BUILDING FOOT PRINT 46,152 S.F. PARGEL SIZE: PARCEL 51ZE = 2161,215 S.F. OR 5.03 ACRES IMPERVIOUS SURFACE AREAS: " BUILDING: 46,152 S.F. r 51DEHALK: 1,524 S.F. " ASPHALT: 88),O-M S.F. TOTAL = 136,053 S.F. GREEN SPACE AREAS: " SITE = 21q,215 S.F. - IMPERVIOUS 136,053 S.F. = 83,162 S.F. OF 6RE_N SPACE / 38 % BUILDING? HEIGHT: 20'-8" OVERALL BUILDING - 22'-8" AT ENTRIES EMPLOYEE COUNT: MINGER GONSTRUCTION = 21 TOTAL EMPLOYEES - 3 IN OFFICE PARTEK - 1-7 TOTAL EMPLOYEES - (SEASONAL) '/2 IN HINTER TRASH LOCATION: TRASH TO BE LOCATED INSIDE TENANT SPACES PROJECT SETBACKS: HEST PROPERTY LINE TO ASPHALT - 20' SOUTH PROPERTY LINE TO ASPHALT - 20' HEST PROPERTY LINE TO BUILDING - 30' SOUTH PROPERTY LINE TO BUILDIN6 - 30' PARKING REQUIREMENTS: TOTAL S.F. = 46,152 S.F. APPROXIMATELY 1/3 OFFICE, 2/5 NAREHOU5E q,g42 S.F. OFFICE / 1000 S.F. X 5 = 50 STALLS 36,210 S.F. HH5E. - 26,210 S.F. / 2,000 = 13 STALLS + I STALL FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS TOTAL PARKING REQUIRED -73 STALLS TOTAL PARKING PROVIDED 63 STALLS - OF HHIGH / 3 REQUIRED TO BE H.G. ACCESSIBLE STALLS. PROOF OF PARKING = 10 STALLS OGGUPANGY LOADS: SET I EXIT SIGN ® FRONT VESTIBULE DOOR / I EXIT SIGN @ REAR MAN DOOR OF EACH BAY. (SET FRONT EXIT SIGN WHEN VESTIBULE 15 CONSTRUCTED) REQUIRED PLUMBING FIXTURES: REVIEW EACH INT. BUILD OUT ON A PER PROJECT BASIS. FIRE SPRINKLER SYSTEM: FIRE SPRINKLER SYSTEM REQUIRED - REVIEH WITH DESIGN BUILD SUB-CGNTRAGTOR CITY OF CHANHASSEN RECEIVED AUG 5 2005 CHANHA SEN PLANNING DEPT ARCHITECT: 1 HEREBY CERTIFY THAT THUS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAMR BRRN HOUWMAN REGISTRATION NO. 22604 DATE BUILDING OWNER: MINGER CONSTRUCTION 8470 GALPIN BLVD. CHANI IASSEN, MN 55317 (952) 470-1753 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 SITE PLAN SUBMITTAL 8-5-05 V REVISION JOB# DATE DRAWN CHECKED DATE 00488-00-00 6-22-05 JG BH SITE PLAN Al ARCHITECT: 20'-0" PARKING SETBACK I ■ NCO ----- �✓ rn c UJ � r O �Z 0 Ul 2�F r O T 0� E T R_� G F L /\ �t NORTH / SGALE: I" = 40'-0" I t S 0- 4 0 0 W High Pre&sute Sodium met's€ Halide 1 e 1 - 3 0 1 Square Straight steer Poll POLE AND FIXTURI Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle tine, Disten^e Mounting Height Footcandle Values for Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle line. Distance in units of mounting height. Mounting Height Footcandle Values for MR-2 Isofootcandle lines 20' 22.50 11.25 4.50 2.25 1A3 046 25' 14,40 7.20 2.88 1'" 0,72 0.29 30, 10.00 5.00 2,00 1.00 060 120 Footeandle Table Select mounting height and read across for footcandle values of each isofootcandle line. Distance in units of mounting height. Mounting Footcandle Values for Height_ lsofootcandle Linos n R c n F 10, 8.00 4.00 2.00 1.00 is, 3.54 1.77 0.89 0," 20' T 2,00 1.00 0.60 0.20 v,cr 0.10 0.06 Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle line. Distance in units of mounting height. Mounting Footcandle Values for Height lscfootcandle, Unes A B C D E 10' 2.00 1.00 0.60 0.20 0.10 15' T 0.90 0.45 0.25 0.09 0.04 H 0 U W M A N AiRCHITECTS AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639.9726 E-MAIL: architects@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER TL IE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION NO. 22804 11nov BUILDING OWNER: MINGER CONSTRUCTION 8470 GALPIN BLVD. CHANHASSEN, MN 55317 (952) 470-1753 PROJECT LOCATION: GALPW BLVD. & LYMAN BLVD. CHANHASSEN, MN DEVELOPER: REVISION DATE JOB# 00488-00-00 DATE 6-22.05 DRAWN JG CHECKED BH 250 WATT METAL HALIDE 175 WATT METAL HALIDE PHOTOMETRIC A 1 1 PLAN • ARCHITECT: 10 100'-0" 248'-O" Q 8 6 5 4 3 32-0" 36-0" 32'-0" 41'-4" 41'-4" 41'-4" 41'-4" I I I I I I 1-�FLOOR PLAN SCALE: 1/16" = I'-O" NORTH 41'-4" am - A H 0 u W M A N A H C H I I E C I S AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER m 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639.9726 g E-MAIL: architects@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED J ARCI ITE(T UNDER THE LAWS OF THE STATE OF MINNFSOTA J r NAME BRIAN HOUWMAN REGISTRATION No. 22604 DATE - G n °- sm" J BUILDING OWNER: MINGER CONSTRUCTION 8470 GALPIN BLVD. CHANHASSEN, MN 55317 (952) 470-1753 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361.0722 FAX (952) 361-0723 SITE PLAN SUBMITTAL 8-5-05 REVISION DATE JOB# 00488-00-00 DATE 6-22-05 DRAWN JG CHECKED BH FLOOR PLAN A2 1EAST ELEVATION A3 SCALE: 1/16" = 1'-0" SHOWN ® ANGLE 5HOHN ® ANGLE SHOWN ® ANGLE SHOWN ® ANGLE SHOWN a ANGLE If SHOWN 6 ANGLE I L__'________ ____ _ ___ __'__ __ _______=-_____-------- =====__�_ ST ELEVATION SCALE: 1/16" = 1'-0" 119'-4" NORTH ELEVATION 10 SCALE: I/I6" = 1'-0" 39'-4" _�=____________� d-=-------- -----------------------------------------:� OUTH ELEVATION SCALE: I/I6" = 1'-0" L=---�—_--___-:::/= _ —JI __—=/JL==\--JI—___JI_7 EXTERIOR FINISH SCHEDULE ®I 12" ARCHITECTURAL GONG. WALL - ROCK FACE BLOCK (INTEGRAL COLOR OR PAINTED) RUNNING BOND 0 14' X I6PREFINISHED METAL INSULATED DRIVE IN O.H DOOR 0 14' X 14' PREFINISHED METAL INSULATED DRIVE IN O.H DOOR 0 I6' X I& PREFINISHED METAL INSULATED DRIVE IN O.H. DOOR 0 8' X &'-&" O.H. DOCK DOOR WITH DOCK SEAL AND BUMPERS ®6 ALUMINUM STORE FRONT FRAMES WITH INSULATED OLA55 ®1 ALUMINUM WINDOW FRAMES HITH IN5ULATED OLA55 ®8 THRU WALL METAL SCUPPER, DOWNSPOUT 8 SPLASH BLOCK - FLASH WATER TIGHT ®9 PREFINISHED METAL COPING 10 POURED CONCRETE APRON AT DRIVE-IN O.H. DOOR I PAINTED 6" DIA. STEEL PIPE BOLLARD - GORE FILL H/GONC. d DOME TOP. SET OUT 1'-0" FROM BUILDING a O.H. DOORS, SET PROPER DISTANCE FOR UTILITY METER CLEARANCES. 12 POURED CONCRETE STOOP ® MAN DOORS, ALSO AT EACH ENTRY EXTERIOR FINISH SCHEDULE 13 3' X l' INSULATED STEEL MAN DOOR - PAINTED 14 8" SILL BLOCK - INTEGRAL COLOR OR PAINTED 15 BULLN05E SILL BLOCK AT ENTRIES ONLY Ib SMOOTH FINISH GONG. BLOCK BAND AROUND BUILDING. IT PAINTED STEEL STAIR WITH 1 1/2" DIA. TUBE RAILINGS. 18 CONCRETE BLOCK RETAINING WALL WITH SMOOTH SILL BLOCK ON TOP. 19 TEGHTURE STONE - nBURNISHED BLOCK - 21 ARCHED METAL ENTRY CANOPY 22 ENTRY CANOPY SUPPORT GABLES 23 ARCHITECTURAL LIGHT FIXTURE 24 OVER5TORY HINDOHS WITH INSULATED GLASS ARCHITECT: 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: architects@houwman.com I HEREBY CERM THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT' SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MNVESOTA NAMR BRIAN HOUWMAN REGU RATION NO. 22604 DATE MINGER CONSTRUCTION 8470 GALPI N BLVD. CHANHASSEN, MN 55317 (952) 470-1753 PROJECT LOCATION: GALPI N BLVD. & LYMAN BLVD. CHANHASSEN,MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CI IANI IASSEN, MN 55317 (952) 361.0722 FAX (952) 361-0723 SITE PLAN SUBMITTAL 8-5-05 REVISION DAW JOB# 00488-00-00 DATE 6-22-05 DRAWN JG CHECKED BH TYP I GAL ENTRY ELEVATION SCALE: 1/4" = 1'-0" ELEVATIONS A3 CITY OF CHANHA•EN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER O TRANSMITTAL,, �16 '�� 4/21/06 A 05-26 Sue Nelson Document ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 9/29/05 05-26 Site Plan Agreement 2005-26 (Minger Construction - Lot 4, Block 2, Chanhassen West Business Park THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Bob Generous, Senior Planner Patrick Minger, Minger Construction SIGNED copies for approval copies for distribution corrected prints SCANNED if enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN AGREEMENT # 05-26 619xM/\w9'We"&1(i)►&I AGREEMENT dated September 29, 2005, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Minger Construction, (the "Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 46,152 square foot office warehouse building (referred to in this Permit as the "project"). The land is legally described as Lot 4, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan dated 8-31-05, revised 9-16-05, prepared by Houwman Architects Plan B--Grading Plan prepared by Shoell & Madson, Inc. Plan C--Landscaping Plan dated prepared by Shoell & Madson, Inc. dated 9.16.05 Plan D—Utility Plans prepared by Shoell & Madson, Inc. E 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 ($2,500.00 - boulevard restoration and $2,500.00 - erosion control). ). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Patrick Minger Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. (Site plan approval conditions) a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The building is required to have an automatic fire extinguishing system. c. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. PIV is required on the building water service. e. No bunting permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. f. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. g. A fine apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. h. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. i. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. j. An additional fire hydrant will be required in the island off the northeast corner of the building. Contact Chanhassen Fire Marshal for exact location. k. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 1. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high-pressure sodium. E m. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. n. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. o. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. p. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. q. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. r. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. s. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. t. Silt fence shall be installed outside of wetland buffer edges. u. The contractor shall use a Wimco or similar catch basin erosion control BMP. v. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:17 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:121 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. w. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. x. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. H L y. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. z. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. aa. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. bb. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. cc. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. dd. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. ee. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. ff. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. gg. Disturbed areas must be restored to a minimum 3:1 grade. hh. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. ii. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. jj. The grey line type shown in the legend should be labeled "by others", not "existing". kk. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 11. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the toad must be a minimum of 26 feet wide, built to a 9- ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9- ton design. mm. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. nn. A minimum six-foot high, opaque fence shall be included in the landscape island around the storage area. oo. The fabric storage building is prohibited. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN BY: Thomass A. Fu ong, Mayor AND: �/7� Gerhardt, City Manager DEVELOPE BY:a--,F Its Al A- VI Ap 4 e r M STATE OF MINNESOTA (ss COUNTY OF CARVER The foregoing instrument was acknowledged before me this.'J& of f t , 2004 by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY STATE OF MINNESOTA ) , '" KIM T. MEUWISSEN ( Ss. ? Notary Public -Minnesota //�� ' My Commission Expires Jan 31, 2010 COUNTY OF QaV-*Cl ) The foregoing instrument was acknowledged before me this J__I_ day of tl' Vby THOMAS J. HUGHES IV NOTARY PUBLIC Notary Public -Minnesota W 00mft %ion Expires JM 31, 2010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this Jft day of 6 v 1) By 0(, , "'J, STATE OF MINNESOTA (Ss COUNTY OF CO r J e Y The foregoing instrument was acknowledged before me this ( ( day of 4 t 9006 2 ,by NOTARY PUBLIC IVta1#Mz:y:::::1 070 DRAFrM BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN 611vau-Rl i70;7UTI_ItY GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the 0 erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to 10 enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Patties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order 11 0 as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or 12 pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 13 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ft day of &J P; t 2006 A.V. P: (.00, 1 Ldkn-S STATE OF MINNESOTA ) n (ss. COUNTY OFL'.Arvrl r ) The foregoing instrument was acknowledged before me this day of A P r' I 20 V , by - Tkz n.At3 - F .L,1111eS ffl%AM6N"'�A ifRITA F. KEMKES NOT Y PUB C Notary Publio-Minnesota my COTR*Wm E�hw DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 14 A 1 Meuwissen, Kim From: Meuwissen, Kim Sent: Thursday, April 27, 2006 9:43 AM To: 'Sue Nelson' Subject: Site Plan Agreement Error Sue, I discovered that an error was made in Site Plan Agreement 05-26 which I mailed to you for recording last Friday, April 21, 2006. The error is that the actual site lan agreement number should be 05-27 not 05- 26. 1 have attached the revised site plan agreement to this email. The only page that was changed was page one so you only need to print out that page and replace it. Please let me know if you have any questions. Kim Meuwissen Planning Secretary aiYOF 952-227-1107 awam 4/27/2006 CITY OF CHANHASSEN SITE PLAN AGREEMENT # 05-27 SPECIAL PROVISIONS AGREEMENT dated September 29, 2005, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Minger Construction, (the 'Developer'). Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 46,152 square foot office warehouse building (referred to in this Permit as the "project'). The land is legally described as Lot 4, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan dated 8-31-05, revised 9-16-05, prepared by Houwman Architects Plan B--Grading Plan prepared by Shoell & Madson, Inc. Plan C--Landscaping Plan dated prepared by Shoell & Madson, Inc. dated 9.16.05 Plan D--Utility Plans prepared by Shoell & Madson, Inc. ARCHITECT: no CMP CULVERT- INV = 953.5 r 1PVC CULVERT- L—J INV = 949.9 — 94C PVC L_ — P — d Lim SE i" CMP C V = 94�- Y r W n 0 e 0 30 60 90 SCALE IN FEET LEGEND DENOTES EXISTING CONTOUR DENOTES BOUNDARY LINE ---- ---- DENOTES DRAINAGE/UTILITY EASEMENT « DENOTES EXISTING STORM SEWER wvnmia, rr..aa %® DENOTES EXISTING BUILDING DENOTES PROPOSED EXISTING FES r] DENOTES EXISTING STORM MANHOLE/CB re DENOTES EXISTING BITUMINOUS DENOTES EXISTING CONCRETE yrs W W W w w w w tir . ` / 2 . . . . . . / -�. . . . • • • ° CrrYOFCHANHASSEN 93�.4 r �v .►. yr .t. w `r , 942 < 9 ° .0 % 43.5 x WL ------ __ . ° . ".. ° ... / x 938. WLIL _ _ 2 `CMP CU LVER T� v w - l a. .vx L ` "v w __ -- __ \ �3 z . 9� .a aecEivED LLL...��... , _ �_ 7 5.52 WL IN =39.5 w�.v``..'+� - •v v� �r w 5 iJ�// ''' ,y _ _ \ •9 1. 2 SEP 1 6 2005 L Vr ,i Ji �M r lc rY W +Y %Y \ al€ 1i M; jl d / /^ 77. CHANHASSENP d'{ q i \ LANNiNG DEPT BENCHMARK X 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). H 0 U W M A Ni M AfPMa A7K ACnON, EQUAL OPPOR11INITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E—MAIL- architectsOhouwman.com Schoell & Madson, Inc. Engineering • Surveying • Planning Soli Testing • Environmental Services www. schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: - Reg. No. Reviewed By: • Date: BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 53 FAX (952) 9(9552) 7470�9539 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION DAW SW Tie« EXISTING CONDITIONS PLAN JOB DATE DRAWN CHECKED C1 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ft± west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). SMI Project Number: 64362-001 4 GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: 1-800-252-1166. $ 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY CONTRACTOR. ` 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO ; EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. x 954.12 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE x DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. x 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. x .54 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. 9 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES Obi IN 10 FEET. 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED x GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE x 1 . POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER ;rggpg; AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. x 954 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB 950.97 AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE 777/ DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. z J EROSION CONTROL NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE 951.07 GRADING. 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE 950 PLANS FOR MATERIALS. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. EROSION & SEDIMENT CONTROL MAINTENANCE: 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES. O 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO x LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE OWNER.- i t_ \ 2 OA J t _ F. A I • �IN-961.35 ° 967.53 x 972.0,, - - x 9P9 �16 t v / x [i x 971.35 i I _ OA x .13 966 x .41 9 �i'--.. 1 I x x 966.71 "x ,. j 1 �ilnr �. 1 _ .,, _ � .. 24" OA / x 964.32 x .94 x 967.53 1 \ 4",: f,OA- \ r /g\ \\ x966.54 6.11 I\ , , ■ 1 1 I 1.77 5& 2 x 7.41 x 6. E I � I 1 ' x 9, .5D & °dM1 9622 ,. 96, .117 / L �i � 962., D_ \ 962.04 42«0 O x f .� \ 9 3 \ c& x 65 - 62.1,2 61 _ / �_ \ 9 24" OA - -- _ x 954,92 x 4.52 /B0 g 15" OA 2 "BOA „ 18" •O " -7 7 a \ 2 CONSTRUCfW .g03.. �\ x 1 981.76 i' ENTRANCE � 4• , 8*OA 24 JAI 959.85 I x x 970.Dec 9 10 ��$ ■ /.,. \ /9 " x \ x i?:, 1 60.12 960.12 960.34 / QQ v 960.42 ( I • ORANGE EROSION. y xkfi4T3 CONTROL FENCE` B 612 CURB k UTr R 9 0.3 t.t7%_- �� v l x970.65, 969• _1960.3 _ �30 962.2i� 959.57 / / 1 960.8 1 1 2 - QA i ,r,, OA �' ,3• x 964.65 1 I I I x 8 58.4 I s'l 1 w 1" SP ■ / it 1 / , CBMH 3 `"'4&96 x 966.79 1 / x SIB , I RIM=956.r9 957.0 967 1 x 1T��'� 9W.4 2 Wcw_� U- I I L / / / 7. 0 957.0 m \ x 965.53 F . F . E . = 9 i 1 CB 7 �r 957.0 v I RIM=959.00 x -so x 96t. 1 x 961.53 04 04 I ° - ` t N. 9 Lo x 96 WK 96. M x 96 74 x 962.70 97.0 ( / ARA 960 x - 959.46 � I 959. � T4J 1,I day A Ix 959.E I / x 94 3.00x I 95 0 � I �' '� f' / 1 t. xl ? CBMH 2 I x957.3t l I t 1 1 l^ - \ RIM=953. I x 959.39 96 01) "OA 1 01 [�-J _ , III "CA / r� 85 ; \ x 959. 959.57 j 58 x 954_12 \ \\ 1 957. x954.43 9_\ I I I x \ • >K `� \\ '.97 I 9 5 .86 • I I/ // \\ 1 x957. 55.79 --\ ° iC ki I ".12 \ \ \\\ x952.24 O \ x \ \ \\ ` 957. x 952 87 - \ Q \� I 'C � 0) 5 - 54. 96 ., .,0 18'OA x�961.78 950.8y 07x I1 II I \\ \ p x 954 30 � / xI I I \ x&f1.ts /` g x . 1 C� 6T ll x 95'i^16 / ► Won # l t SANMH .. ._. No 0 c. .• a 1 F.F.E.-96 n CW e 2)0 30 60 90 SCALE IN FEET H 0 U W M A N AN AFFFYA7K AC110K EW& WPOR1l N 8FLa7ER 833 Third Street SW New Brighton, MN 55112 651 631-0200 ktax 639-9726 E-MAIL nrchitectsahouwman.com Schoell & Madson, Inc. Engineering • Surveying • Planning LEGEND soil Testing •Environmental Services www.schoellmadson.com y • 10580 Wayzata Boulevard ' ^ \ ■ Minneapolis, Minnesota 55305-1525 • 1 998---- DENOTES EXISTING CONTOUR phone: (952) 546-7601 -fax: (952) 546-9065 - - - - - - DENOTES PROPOSED CONTOUR / DENOTES BOUNDARY LINE I hereby certify that this plan was prepared by me or under my direct supervision and DENOTES DRAINAGE/UTILITY EASEMENT that I am a Licensed Professional Engineer under the laws of the State of Minnesota. DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER Date: • Reg. No. 61.4 ; - 0 0 0 0 0 O O 0 0 0 0 0- DENOTES EROSION CONTROL SILT FENCE Reviewed By:. Date: - DENOTES PROPOSED RETAINING WALL DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE • ! t.00% DENOTES PERCENT OF GRADE BUILDING OWNER: ` \ DENOTES DIRECTION OF DRAINAGE FLOW M I N GER x 910.5 DENOTES PROPOSED SPOT ELEVATION CONSTRUCTION J DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING CHANHASSEN WEST DENOTES PROPOSED EXISTING FES BUSINESS PARK, LOT 4 '4 40 DENOTES PROPOSED FES/FES WITH RIPRAP CHA H 0 GALPINSSEN,MNLVD 317 / w s, DENOTES EXISTING STORM MANHOLE/CB ® 53 ■ DENOTES PROPOSED STORM MANHOLE/CB FAX 9(9552) 7 2)470�9539 DENOTES EXISTING BITUMINOUS DENOTES EXISTING CONCRETE PROJECT LOCATION: / GALPIN BLVD. do LYMAN BLVD. CHANHASSEN, MN 1 1 DEVELOPER: EDEN ' TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 L � G (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION 38 I� D52 63 F . F . E 9 51 R x --t6 `J\ x 951.49 • - a . � EIASION DALE 940 Nk - 7 i* 12■ RIM=S�_ \. �_� ' '�• I / 1 \\0.0 /�@ V 43 9 xC1 MH 1 \ �- 1.84 RIM=949.E = .71X ° 950.8 x \ OA 952.00 950 --- - - " A - . 1• 7-52 . 1 s 9 77. x, x- .�d1 r x .(j $5 , X 1 i . ,� WARNING _ / THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES " i _ <� '7�� Ir / C . '�� tt x�o �op �� ] III I FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, s OR 9bet �' M 1 I I I I CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED 7 t x94&42 2.2 I STRUCTURES BEFORE DIGGING HE SHALL REPAIR cs o x9aa \-_.--',',1�,`, - .7: \ I _1 REPLACE THE ABOVE WHEN DAMAGED DURING PRELIMINARY / y ,�46 o -�-�_ CONSTRUCTION AT NO COST TO OWNER. I ,. GRADING PLAN "44, w x941 \ t 1 / - --.�-- -- i,\\ I I I II I w w w w y w •v w o..,i, --= �\ \ I, x9 x955 x PR nS D WETLAND x r II , / / ... I. ii w w � - .►, w .v M ...,. - y • I I , , x 945.09 � ,� . \ . \ .... I " MITIGATION w w w w w w .r w w - I V i i///�/ r/"-�_\\ \\\\"�, i, ll j rTE w w w .v w •v _ w ewo.5e w r- --- __ �. - •` I v I - xclp � BENCHMARK DRAWN x / / / j \ x5 1 I I 1. MNDOT control monument JON MNDT along west side of HWY. 41. w .► w w w w w w w .v w w w w w / "- CHECKED x939.18 % /} ij / / 7� %� /�//''7// _ \ \ ` - Elevation = 1027.4-4 feet (NGVD-1929). /// / / //�/j�/ /51'y" I xD56. i I .I. 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. /J 1 x J 39 /'`- x 9 93 I Elevation = 965.75 feet (NGVD-1929). w d w v� w w w W w w w w w x 8k \ aAfia ti 3. SMI Control monument #2 located 14ftf west of westerly edge of C 2 bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). SMI Project Number: 64362-001 X( 16 U I CA .A. ARCHITECT: CONSTRUCTION NOTES 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. 949.85Z ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND Pvc IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS MH CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN RIM=960.00 SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND INV.=956.00 FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 8" AND 6" PVC-SDR-35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N- SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED 4855 CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE x ONC 24 NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. / 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CHANHASSEN. j 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. j 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: M j LOCATIONS. 1-800-252-1166. / j 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST MH J OBSERVE ALL WORK COMPLETED NCLUDING REMOVAL OF EXISTING BITUMINOUS RIM=946.00 PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND INV.=942.0 N SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND INV.=941.40 PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. MH RIM=943.00 INV.=940.00 MH RIM=952.00- INV.=939.54 Y OTHERS) 62 62 in n 0 e 0 30 60 90 SCALE IN FEET LEGEND DENOTES BOUNDARY LINE -------------- DENOTES DRAINAGE/ UTILITY EASEMENT << DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER F, DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER < DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING 0 DENOTES EXISTING STORM MANHOLE/ CB ® DENOTES PROPOSED STORM MANHOLE/ CB DENOTES PROPOSED FES / FES W/RIPRAP O DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE 4- DENOTES PROPOSED HYDRANT ►� DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT LT i We, FHE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES -OR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, ONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftf NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). NOUWMAN AN AFFMA7111E ACICK EQUAL OPPOI IIMiY EIPL M 833 Third Street SW New Brighton, MN 55112 k651 631-0200 fdx) 639-9726 E-MAIL nrchitectg0hn v an.com Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: . _ Reg. No. Reviewed By:. _- Date: BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN r MR 7 /' 7' EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION MX Sleet 7ft PRELIMINARY UTILITY PLAN JOB DATE DRAWN CHECKED C 3 SMI Project Number: 64362-001 ARCHITECT; pUe�\C RO PO FILTER FABRICvR 6" MINIMUM DEPTH �S 1" - 2" WASHED ROCK M� E 7411 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF Ilocil: CHANHASSEN t•y�•�, 1(SY; \• �••�Y,P•4\ 1 0. 1 530 0 a y 4,-0" v > Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have 0" ring rubber gaskets. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. t'-7+>:-:r,:e"^:•'::�'..^'::+'�:] � Precast Inverts Must be 1/2 of Pipe Diameter and Benches /// Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. CITY OF (w•r A . ;�,•, CHANHASSEN 1 /+1\.I.J I rIr +1 \1 1•1%.#& J M•e\ "r:sEs):2-97.1-03,1-04 +y.. r;:7; .: q�04 w U O lb W UJ M 8 Z<~ � J � N K N O K Q U Z Zo tX U = E W>WX0 Qd X n 8 o o >o z m 0: Q a0 r• W w w o 'NIW ,L ao < a U ui o a it o 0 M Of Q z W > Lu F O N N Q i 0 0 -� o: rn m z $ m N=� <o of 0 3 alz< W x< -J N 7 < X U j J N Z e < V NM ZMX ED ix 1- - o -, 8' <s Z o- Z n B H Q < o u Ld v, 'XVW ,S-L U W CD Fr w m <191 W<0 -iM� �Src Qa M iw0 =O �aH <° n o /W0�< <frm (na Z0U J lt!-y61 NWT J <>,A4i W: ~00 On Qf5JO Y xaWzz a Q H�?z ire on: <Wis<�M Of O a_� maa oXWZ c°iN r<o _Tlr -- u N l Q W W v�' p 3 J !- xa Z I Oda �W O_U� ZC,M }UQY <�_� F-oOO: W �� mW3Z� afFAO Us N� �jKzQze > as 5x nHWW OOv-O OWN mZwm ~ON�N to 0.0 Z0 oi<2<`xx<< O��F� ZJJ(.DHw ZM0 O�t`i:•i3avi ro F <XrL< U w Meow 0_:D MIl -> QK � U Z <aaw >-W 0_=W P=W �wQ� S0 01i -V) x(na 1 , Y ••. A .s r CITY OF • , 1€,+r+.- CHANHASSEN s'•'' ;x A \ I•r 1 1 ..�. !+1 I" 1 1\ 1(1•r A , 1 A -es p'y\ 1 -10 -01, 1-02 7,�-1•) �y , 4tr++F[S� 1-03.f- 4 2-91 fi. 04 "•393 1004 Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) tens strength plastic zip ties per T-Post. (Machine sliced) 6'ma� xg EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground I res Min. Depth of silt fence embedment. I Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Huy or Straw Bales s Tw ."od ,tetrathro4n Itle tS' b 2G' TornZip TiesAV B h "rr ads W". gman ea« m m e• nee .xn . nm-o•gmd"Re RaWa1 EROSION CONTROL FENCE - TYPE 2 CITY OF %38&. CHANHASSEN M-SEa:2-97, 1-02. 1-03 , 1 ;,:AM ::a.: 5300 "•' 393 5300 F- o Z Q P.C. J CATCH BASIN IN RADIUS Jy B618 CURB a 10 & GUTTER SURMOUNTABLE ?RANSITION CURB & GUTTER . ..::::.::.. A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 60 10' 1 12" 4" 7" :A 6e MNDOT 8618 CONC. C & G SURMOUNTABLE C & G SECTION A -A CITY OF a I Cam;;x13 CHANHASSEN 2.9, �..(�.* I••.' r %N.1• 393 5204 DROP LID 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade 4 J L J TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to provide 12" of adjustment. Mueller No. H 10361 26" p Ju Bibby -Ste -Croix No. VB502 27" Tyler No. 6860 EXTENSION Mueller No. H-10357 T er No. 58 14" Bibby -Ste -Croix B-5001 N Gate valve box, screw type, No. 59 18" 3 piece, 5 114" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix GATE VALVE ADAPTER: 1 4` VB520 No. 57 9" / VB521 No. 58 14" STEEL WITH PROTECTIVE VB522 No. 59 20" COATING, 1/2" RUBBER VB523 No. 60 26" GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Resilient Wedge Valve Valve and Box to be Conforming to AWWA plastic wrapped per C-515-80 standards BASE section 2.03o with all stainless steel nuts & bolts. J18"X18"X8" concrete block CITY OF r JrA Jr .. CHANHASSEN "\i/:' `Ny(.x i?i•:.:SE:):2-97.1-03.1-04 . r ? •9, RA-EE ::a.: 4 .006 393 , 006 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPECIF1CAnONS AND STANDARD c DESIGN LEADS use uw OF sim caNsmucnoR. 9TH mmaH. uxm MA mu Wa t Aw5 ern R aN WfLrvN6 Cn_pE - 51FII D1.1-94. S•FEfT FM R 29 CM 1926 - a9M e.•r,v yq „Eu 1N erullLpPC WAnN n RAZE (THROUGH I E fin FILTER) 0202 cif 0 3' "wd AUx:NUM atERnOW Pl•TE 5.94 cfi a 15' h. MODEL#CG23 I o`BLY lox NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN CHANHASSEN SEDIMENT TRAP REVISED: DATE: 1 -O ^ PLATE No.. 5302A FILE NAME: - `F NOTE: Surmountable Curb & Gutter to be tronsitioned Into a 8618 type at catchbasin.,.�''////� Catchbasin Frame & Grate / Neenah R-3290-L or equal t with L Grate. g Na h Cbosin to be depressed 2" I below design gutter line grade. IA, t Surmountable Concrete ��►/y��p��\ Jil➢I�LLLIC Curb & Gutter No Scale 2 - /4-60" Long Rebars Each way 5• Min. Transition 5' Min. Transition Top of 9 Curb 2- a __ Design gutter line grade 2 - #4-60" LONG Rebars Each way Frame & Casting SECTION A -A No Scale CITY OF <:v1113 CHANHASSEN \ 1 ° �s 1�yrrx• • • I0I Is A Y �•1 A Yr14 .3 A 81, 1 :.:s;:):1-9e :);,t;: P:x1:::a.: 3:08 '-•393 3106 NOTES 1. Gratee to be made In (2) PIECES 2. All metal shall be hot -dipped -galvanized ITS Structure ReWinss (2) - Pbce Grate Per Drawing PIPE N.W.L Hale See Detail A -A 5Ts O.D. r 1/4'xr FLAT SlL (4) 1/2" 0-13 UNC Hex Head Stainless Steel Bolts With Nute and Washers 1/4- STEM PLATE 9'to12' HWL DETAIL A -A NOTES: Poured Concrete 1. Standard pipe bedding reWkvd m both Inlet & ou0et Plpee. CITY OF " .11••, r..; fY1 ;.•r 1 1 .•3, b.•3 €,JV , .... 1 11•1!'••0, IYrzey • . • . r CHANHASSEN r' 1 x x E>i•'.:SF:):1-00. 1-03 :F,-;: P::.'E ::a.: +.7409 "• -•393 3,09 ' I27' TO 33" 14 to 20 CY CL3 36' TO 48" 23 to 38 CY CL.3 5e AND UP 62 CY and up CL4 (One cubic yard is approximately 2,800 lbs.) RIPRAP GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL Granular Filter (MNDOT 3601.2B) SECTION A -A Geotextile Filter Type III I RIPRAP iV �� p�p Granular Filter (MNDOT 3601.2B) aSMON Geotextile Filter Type III CITY OF ;x:ss;x • sx CHANHASSEN 1 1• ::•r A n 1-98 i:A7 ::0.; 4 .r 9 9; 310, '•393 3107 e' Distance to yortable 1/2"r 3"r Top Bituminous Material 1 /2"r slaps io 34" srft It, IltiuoT era Concrete Curb and Gutter 1/`Yr awdmle 3•F 1/2'r •ape Top Bituminous Material 7 C 7 4 v7t •' �T BMZ .: Concrete Curb and Gutter •'' v; NOTE e: 1Y For Use Only with Private Driveways, Parking Lots, or Medians. 26*R 12"R it �"R Top Bituminous Material •� ••� c `: ..� .. %V Concrete WABE Gutter 17 1/2" 10 1/2" 26" 4• 1 1/6"r Bituminous B%MklOYO CLwb ro Surfaceae Shw Fanad N4 CITY OF �•;;a�,+�.;;1113 CHANHASSEN I>i:.1sa:2-97 n..9. 5203 'r•393 5203 24"x36' slab opening for Neenah R3290-L or equal 1 1 .1f�ir q�J' I 1 NOTE: L grate shown + x x i Neenah R3290-L casting and _ grate or equal. Minimum of 2 maximum of 5-2" 6" Conic. collar concrete adjustment rings with full beds of mortar. Pr@c st onrrete or HDPEQ fisting rings. adV 16" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. Z ")� All Joints in manhole to have "0' Varies ring rubber gaskets. 4-0 Typ. Precast concrete section NOTES: 5" 1. Doghouses shall be grouted on both the outside and Inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps e approved. �JI 6" 1 Qp t•. •-J:' m thickness, 'r 14' f Minimum slab t ick ess 6 0 depth. Increase thickness 1" for each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 � n��1 ai�iN diameter at pipe and slope grout 2" toward invert. CITY OF rN A -Vt.+t 1 ":3A (ss 1 +1,,, CHANHASSEN I , , A \ I; t r"I1 00-00, 1-03 , 2-9; P:A'c: 34001, ::.:r•393 3102 See City Plate No. 3107 for riprop placement. PP� Use 2 tie bolt asteners per joint. Install at 60' from top or bottom 8 of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. H Hot dip galvanize after fabrication. Anchor both sides. I9011E W TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12-18" 314"0 4" 5/8" 21"-42" 1 0 6" 314' 48"-72" 1 1/4"0 12' 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and Installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF 61 A'xb. W 1 L.r+1 ed..r e.1 \..% CHANHASSEN (y. •!'1.1•IP1\ • A \ n•+f 1 1 Z 109% G'V'/+Go. ID ..;E^.393 3108 3/4" per foot MIN. 20G GRADE r. 6" x 6' #6 Welded 7 1/2" Concrete pavement Wire Mesh 3" 4" Class 5 base incidental to apron SEC110N A -A No Scale 24' RESID NTIAL 26 INDUSTRIAL %FCOMMER CI AL A Right -of -Way -.._........ ..-..-.._..-..-..-..-.. .-..-..-..- B618 Curb & Gutters B618 Curb & Gutter •y0 1 / Bituminous wee in Contraction Joints A Max. Spacing in Expansion Jotnt (typ) Valley Gutter O 8' E-& No Scale TE 1�Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way Is the Some as Street Paving Section. CITY OF 1 . . ••r. - €..€.r1 \ •/,.. 1 .. %W%W1 1'A;x11 ri :1�1 A•f A;'.fix '1\1 CHANHASSEN la:':.:S•EX2-99 . 2-01 DAM 9, No.: 520, ., :;:.:r•393 5207 3'-0" NOTE' L Grate Shown 10 Face of Curb Direction of Flow IIIIIIIIIIII . I111111,1,1. �I11�111 Catchbasin casting and grate Neenah R3290-L or equal Grate to be 2" below 3" radius curb box. gutter grade. 5 transition each side of catchbosin. Precast concrete or HDPE adjusting rings. lop of Curb Varies Minimum of 2-2" 6 1/2" maximum of 5-2L Varies concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5. 3' minimum to 1/2' bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. T 6" Doghouses sholl be grouted on both the inside and outside. SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF J� . •. ,. •. (�(rl,,x+� (�1.. + .•,x CHANHASSEN J/•1.1-I Ir, \/e.••e.1 NJ ):1 1-03 DA7:!: „1••9., P:A7F NO.: 1)' 4Ai v71i.i- r.:E .393 3101 e. i PIE CIE 30' PL '1 4" Topsoil, Seed `J & Mulch or Sod. B-618 Concrete Curb Wear Course to be 1/2" Above Edge of Gutter I 111 1 3.0% 2.0% 1 - 1.5 : 1 2.-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B 2 1/2"-MNDOT 2350 MVNW35035B 12.-Class 5 Aggregate Base, 100% Crushed 24' MNDOT 3149.2E Select Granular Borrow (See Note 7) Tack Coat - 2357 Tack Coat - 2357 NOTES 1. Right -of -Way Required - 60'. 2. Maximum street grade 7.09C 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed In disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the 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 authority to require additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based upon the result of the test roll. CITY OF ��'• �'�%%+�• ,„, ' ,\,..Af •(.•r CHANHASSEN 2F:.:SIM:2-97 2-01, 1-03 a,;, , ;1:A �:::a.: 5110 4 1 '+•393 5201 I Natural Ground -o -6 v.m U _ aOT III Z° E (t as II �- m�yo er III- 00 III E=1Ko 1h. III- ci�aa` NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF CHANHASSEN %.. f'" 1• (1F A�• (Y :x sII *I12 n..9, 2202 3932202 1 I Compacted Backflll 12" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + Material + + + + + + + + + + + + + + + + �+ + + + 6" Pay Depth + + + + + �' + + + Increments (typ.) + + + + + + + 6' Pay Depth / / / / / / / / / / Foundation - Incre•ments (Typ.) / / / / / / / / I Required tee Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. .• . .•1• /• 1 1 CITY OF 1 , 0 CHANHASSEN : rl :: :3 C. et tlsi.✓11, Rr.'. 0: :,F: :a:;,-M .:n.9, no 33 :;::393 2203 H 0 U W M A N AN AFRRMA1111E ACIM EQUAL OPPOTR I47Y EMPLOYER 833 Third Street SW New Brighton, MN 55112 651) 631-0200 fax) 639-9726 E-MAIL- amhitectsMouwman.com Schoell & Madson, Inc. Engineering Is Surveying Is Planning Soil Testing Is Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By:. Date: BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. do LYMAN BLVD. CHANHASSEN, MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION REYM DALE aw JJOB# DATE DRAWN CHECKED 1111rlIV SMI Project Number: 64362-001 C 4 I/ IIIIIIIII PLANT LEGEND ARCHITECT: , m m m m m 1 � 1 1 1 UU-) C71 � 1 n no 0 30 60 90 SCALE IN FEET WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. • OVERSTORY DECIDUOUS TREE S f ORNAMENTAL TREE EVERGREEN TREE OOCtO SHRUBS/ PERENNIALS IIIIIIIII LANDSCAPE NOTES SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP ROCK #817, 1%- MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF —SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, 1V MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE: OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH COMMERCIAL GRADE VINYL EDGING, "EDG—KING" BY OLY—OLA, OR APPROVED EQUAL, ANCHORED 4' O.C. WITH METAL SPIKES. 9. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL, AND AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD- VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF —SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. IIIIIIIII LANDSCAPE REQUIREMENTS PARKING LOT: 1 TREE/250SF OF INTERIOR PARKING ISLANDS (983S.F ISLAND/250 SF)= 4 TREES IIIIIIIII PLANT SCHEDULE- LOT 4 KEY QTY. COMMON NAME BOTANICAL NAME: SIZE ROOT REMARKS TH 4 THORNLESS HONEYLOCUST VAR. INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5 CAL. B&B SO 3 SWAMP WHITE OAK QUERCUS BICOLOR 2.5 CAL. B&B NORTHERN RED OAK QUERCUS RUBRA 2.5 CAL. B&B FULL, STIR. AM 3 AMUR MAPLE ACER GINNALA B&B LEADER, CH 8 THORNLESS COCKSPUR HAWTHORN CRATEGUS CRUS—GALLI VAR. INERMIS 2 CAL. B&B PRAIRIE FIRE CRAB MALUS PRAIRIE FIRE 2 CAL. B&B NO 'V' CROTCH BS 3 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA B&B AP -- AUSTRIAN PINE PINUS NIGRA 6 HT. B&B 22 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA 30 MIN. HT' r 18 JIM DANDY WINTERBERRY -- GROW —LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO LOW' - #5 CONT. 22 ANTHONY WATERER SPIRAEA SPIRAEA X BUMALDA 'ANTHONY WATERER' 30" MIN. FULL FORM TO GRADE 24 HETZ WINTERGREEN ARBORVITAE THUJA OCCIDENTALIS 'HETZ WINTERGREEN' AMC 10 AMERICAN CRANBERRYBUSH VIBURNUM TRIL09UM 'BAILEY COMPACT' SDD 30 STELLA D ORO DAYLILY HEMEROCALUS 'STELLA D' ORO' 1#1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. IIIIIIIII PLANT SCHEDULE- SUBDIVISION LOT 4 BUFFERYARD CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS HL 9 THORNLESS HONEYLOCUST var. Inermus 2.5" B&B STRAIGHT LEADER Gliditsia triocanthos 'Sk cole' CAL. AND FULL CROWN BS 9 BLACK HILLS SPRUCE 6 B&B STRAIGHT LEADER Piceo glauca densata HT. AND FULL FORM WP 4 WHITE PINE 6 B&B STRAIGHT LEADER Pinus strobus HT. AND FULL FORM AM 17 AMUR MAPLE 1.5" B&B STRAIGHT LEADER Acer ginnala CAL. AND FULL CROWN DBH 21 DWARF BUSH HONEYSUCKLE 5 POT PLANT 4'-0" O.C. Diervilla lonicera GAL SPACE EVENLY AWS 14 ANTHONY WATERER SPIREA 5 B&B PLANT 3'-0" O.C. S iraea x bumalda 'AnthonyWaterer' GAL SPACE EVENLY QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 833 Third Street SW New Brighton, MN 55112 t651) 631-0200 fdx) 639-9726 E—MAIL- wrilitectsahn it an.com Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www. schoellmadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 9.16.05 Reg. No. 26980 BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. do LYMAN BLVD. CHANHASSEN, MN I �lN $;,n EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION RENSION DAIS 91Mt illlot PRELIMINARY LANDSCAPE PLAN JOB# DATE DRAWN CHECKED SMI Project Number: 64362-001 C5 ARCHITECT: I = DECIDUOUS TREE V 24 NOTE: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED 'T 1S THE CONTRACTOR'S OPTION STAKE TREES; HOWEVER, THE NTRACTOR IS RESPONSIBLE FOR INTAINING TREES IN A PLUMB SITION THROUGHOUT THE ARANTEE PERIOD. ARIFY BOTTOM AND SIDES OF LE PRIOR TO PLANTING ACE ROOT COLLAR AT OR JUST OVE FINISHED GRADE IUBLE STRAND 14 GA. WIRE - ® 120' INTERVALS (TYP.) POLYPROPYLENE OR ILYETHYLENE (40 MIL, 1-1/2" )E STRAP TYP.) EE WRAP TO FIRST BRANCH 4GGING - ONE PER WIRE OTBALL TO SIT ON SUBGRADE ILCH NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. = STEEP SLOPE PLANTING ANTING SOIL - SEE SPEC. PSOIL BGRADE X 2" X 24" WOOD STAKE SET ANGLE D STING GRADE F AREA JNT ACCORDING TO tNTING DETAILS BELOW APPLICABLE ;KFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. = CONIFEROUS TREE Iv 2z NOTES: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE IN CONTACT WITH TRUNK. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE. NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. = IRRIGATION NOTES 1. ENGINEER SHALL APPROVE GRADES PRIOR TO IRRIGATION INSTALLATION, DEPTHS OF TOPSOIL SHALL BE VERIFIED. 2. LANDSCAPE\IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN, MANUFACTURERS PRODUCT CUT/DATA SHEETS OF BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, PIPING, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE SYSTEM, AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE OWNER PRIOR TO ORDERING. CONTRACTOR IS ALSO RESPONSIBLE FOR WATER CONNECTION(BACKFLOW DEVICE), WINTERIZATION BLOW OUT VALVE, ELECTRICAL CONNECTION, AND RAIN SENSOR. 3. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH HEAD —TO —HEAD COVERAGE. 4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL AREAS ARE IRRIGATED PROPERLY. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. 6. THE LANDSCAPE\IRRIGATION CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE IRRIGATION SYSTEM AND MAKING SURE IT IS IN PROPER WORKING CONDITION BEFORE TURNING IT OVER TO THE OWNER. 7. THE LANDSCAPE\IRRIGATION CONTRACTOR SHALL INCLUDE ALL PLUMBING AND ELECTRICAL CONNECTIONS NECESSARY FOR A COMPLETE SYSTEM. 8. FOR THE FIRST YEAR THE LANDSCAPE\IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE SYSTEM TO BE WINTERIZED (BLOWN OUT) AND STARTUP IN THE SPRING BEFORE FINAL ACCEPTANCE. 9. LANDSCAPE\IRRIGATION CONTRACTOR SHALL PROVIDE A TWO YEAR WARRANTY ON SYSTEM FOR PARTS AND LABOR. 10. PER THE OWNERS REQUEST, ALL IRRIGATION COMPONENTS SHALL BE COMPOSED OF ONE MANUFACTOR TYPE, AND SHALL BE SUPPLIED BY EITHER HUNTER OR RAINBIRD MANUFACTOR. E STRAND 14 GA. WIRE, 20' INTERVALS (TYP.) ILYPROPYLENE OR FHYLENE (40 MIL, ' WIDE STRAP TYP.) STEEL STAKE NG - ONE PER WIRE ALL TO SIT ON ADE NG SOIL - SEE SPEC. IL ADE ?" X 24" WOOD STAKE T ANGLE = WATERING GUIDELINES = SHRUB 1 M" \IIAI NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL. NOTE: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE SHRUBS TO SIT ON SUBGRADE MULCH LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC EDGING REFER TO PLAN FOR GROUND COVER SUBGRADE CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. AVE. AMOUNT OF WATER PLANT TYPE PER APPLICATION (GAL.) MACHINE TRANSPLANTED 50-100 TREES (3" CALIPER+) BALLED & BURLAPPED 20t TREES BARE ROOT TREES 15t 10t BALLED & BURLAPPED SHRUBS BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4t HERBACEOUS GROUNDCOVERS AND 3t VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. AN AFFIPIIAIM ACTION. EQUAL OPPORRMW EIPL M 833 Third Street SW New Brighton, MN 55112 651 631-0200 fax 639-9726 E—MAIL rirrhitp.AgOhnuwman.com Schoell & Madson, Inc. Engineering • Surveying • Planning Soll Testing • Environmental Services www.schoellmadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 1 hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Landscape Architect under thle laws of the State of Minnesota. Kevin Teppen Date: 9.16.05 Reg. No. 26980 BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. do LYMAN BLVD. CHANHASSEN, MN i 1' T EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION KWA N DAIS Sliest 11tls PRELIMINARY LANDSCAPE DETAILS JOB# DATE DRAWN CHECKED SMI Project Number: 64362-001 C6 1 1 1 PROJECT LOCATION 1 LOT #4 1 1 1 1 1 1 1 rT- LYMAN BLVD. wAdmil VEF,ALL SITE FLAN NORTH� NO 5GALE TE FLAN"%" Al SGALE: I" = 50'-0" GENERAL NOTES: I. REVIEW GIVIL DRAWINGS FOR GRADING 4 UTILITIES 2. TRASH KEPT WITHIN EAGH SPACE. 3. POURED GONG. GURB 4 GUTTER AROUND ALL ASPHALT AREAS WITHIN PROPERTY. 4. ASPHALT DESIGN PER GIVIL ENGINEERING DRAWINGS. 5. 51GNAGE 4 LIGHTING FOR 51TE BY OWNER. 6. DRAWING SHOW5 OPENING IN EXT. WALLS. ROOF PARAPET 15 CONTINUOUS. Proposed Office /Warehouse for: MINGER CONSTRUCTION Chanhassen, MN SCOPE OF PROJECT: DESIGN -BUILD OFFIGE/WAREHOUSE - ARGHITEGTURAL GONG. BLOCK / STEEL BAR JOISTS - STEEL ROOF DEGK - SITE WORK / GRADING OF S1TE / ASPHALT - LAND5GAPING. ARGHITEGTURAL DRAWINGS: SITE PLAN SUBMITTAL GONSTRUGTION DOGUMENT5 SITE 4 PROJECT INFORMATION Al OF 4 Al OF 4 PHOTOMETRIC, PLAN ALI OF 4 A2 OF 4 FLOOR PLAN A2 OF 4 A3 OF 4 EXTERIOR ELEVATIONS A3 OF 4 A4 OF 4 SEGTION5 STRUCTURAL DRAWINGS: NELSON-RUDIE 4 A550G., ING. - 651-644-2400 - (FAX) 641-4120 2635 UNIVERSITY AVE. WEST, SUITE 1&0, 5T. PAUL, MN 55114 51 OF 4 52OF 4 FOUNDATION PLAN 53 OF 4 ROOF FRAMING PLAN 54 OF 4 DETAILS 4 NOTES DETAILS CIVIL DRAWINGS: SGHOELL 4 MAD50N, ING. - G52-546-7r OI - (FAX) 546-9065 10580 WAYZATA BOULEVARD, SUITE I, t&NtSff-76NKA, MN 55305 GI OF 3 G2 OF 3 G2 OF 3 GRADING PLAN G3 OF 3 G3 OF 3 UTILITY PLAN DETAILS MEGHANIGAL / ELEGTRIGAL DRAWINGS: BY DE51ON-51L)ILD 5UB6ONTRAGTOR5 - GOORDINATION BY G.G. CODE DATA BOX CITY OF CHANHASSEN SITE REQUIREMENTS GONSTRUGTION TYPE: IIIN - STRUCTURAL ELEMENTS TO BE OF NON-GOMBUSTIBLE MATERIALS: EXTERIOR WALLS/ARCHITECTURAL GONG. BLOGK WALL - STEEL GOLUMNS/ BEAMS/BAR JOISTS/ROOF DECK. OGGUPANGY: GROUP B - OFFIGE / GROUP 5 - STORAGE / GROUP F - MANUFAGTURIN(3 ALLOWABLE AREA: OGCUPANGY B / 5 / F - UNLIMITED, BUILDING FOOT PRINT 46,152 S.F. PROJECT 5ETBAGK5: WEST PROPERTY LINE - 10' SOUTH PROPERTY LINE - 50' PARKING REQUIREMENTS: TOTAL S.F. = 46,152 S.F. APPROXIMATELY 1/3 OFFICE, 2/3 WAREHOUSE G,G42 S.F. OFFIGE / 1000 S.F. X 5 = 50 STALLS 36,210 S.F. WH5E. - 26,210 S.F. / 2,000 = 13 STALLS + I STALL FOR EAGH OF THE FIRST 10,000 S.F. = IO STALLS TOTAL PARKING REQUIRED -13 STALLS TOTAL PARKING PROVIDED 63 STALLS - OF WHICH / 3 REQUIRED TO BE H.G. AGGE550LE STALLS. PROOF OF PARKING = 10 STALLS OGGUPANG�' LOADS: SET I EXIT SIGN @ FRONT VESTIBULE DOOR / I EXIT SIGN @ REAR MAN DOOR OF EAGH BAY. (SET FRONT EXIT SIGN WHEN VESTIBULE 15 GON5TRUGTED) REQUIRED PLUMBING FIXTURES: REVIEW EAGH INT. BUILD OUT ON A PER PROJEGT BASIS. FIRE SPRINKLER SYSTEM: FIRE SPRINKLER SYSTEM REQUIRED - REVIEW WITH DESIGN BUILD SUB-GONTRAGTOR 12" _ PPRK,N� VEHICLE I.D. I5T AGGES5IBLE STALL TO REQUIRED BE "VAN" AGGES5IBLE 9 n a P TO s W FINE Ciro" WIDE. ALL OTHERS FOR VIOLATION MAY HAVE 60" WIDE AGGE551BLE LANE. a VAN ACCESSIBLE WMZ W�- �L 3t>_01 SIGNS TO BE MOUNTED I U Q Ill TO BUILDING OR SET AT m I a Q EAGH DESIGNATED _ m A6GE551BLE PARKING �p ~ STALL WITH PREFINISHED " METAL POST BURIED d3 w z MINIMUM OF 5'-0" /777777/ H.C. SIGN DETAIL SCALE; 3/4' - T-0' POURED GONGRETE SIDEWALK - BROOM FINISH, SET JOINTS @ 5' O.G. - SEE PLAN FOR EXTENT OF PAVING Op F 1 1O� POURED GONG. nPE GURB 4 GUTTER ASPHALT PARKING 4 DRIVEWAY 4 CURB CUT DETAIL Al NO SCALE 6" DIA EXTRA STRONG STEEL PIPE - FILL I-VGONG. 4 ROUND THE TOP - PAINT SEAL AROUND PIPE TO ADJAGENT SURFAGE 15" GONG. FOOTING IF'E BOLLARD DETAIL SCALF:1/2' = T-O' ARCHITECT: I& N 0 U W M A N T S HCfllTl VON, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631.0200 (fax) 639-9726 E-MAIL: architects@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION NO. 22604 DATE BUILDING OWNER: MINGER CONSTRUCTION 8470 GALPI N BLVD. CHANHASSEN, MN 55317 (952) 470-1753 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 REVISION SET PLANNING COMMISION COMMENTS 9-16-05 REVISION DATE REVIEW SET 8-31-05 JOB# 00488-00.00 DATE 6-22-05 DRAWN JG 0jT`( OF CHANHASSEN CHECKED BH RECEIVED SEP 16 2005 *!I►NFIASSEN PLANNING DEFT SITE PLAN A I I NOTE: SEE SHEET Al AND CIVIL DRAWINGS FOR GORREGT DRIVENA'i' ON SITE PLAN b.l 69 1Lo 3t 1.0 14 11 1.0 .0 .1 1. II b tbL77 b. b6 6 5 b.3 b.I tt I bx B Ss 4.7 1s 1.7 IL 1.1 1.3 1.4 1.5 1.6 1.2 o b 6 b.l b.l 4.5 31 1.0 1.4 12 1.2 1.6 1.7 4.9 63 4s 2.8 2 2. 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Fixtures dust be as it is on plan to be valid for city approval. 25' Poles, 3' base Luminaire Schedule Project: All Projects Qty Label Symbol Description Arrangement Lumens LLF Filename 13 A Q Gardco 141-FT-250HPS-xxx-NP Wall mounted at 20' SINGLE 29000 0.800 M1F25H,ies 9 B E] EMC❑ ECA18-FH-400HPS-xxx-NP/SSA5-CB-25-DI-NP (10 Deg tilt) SINGLE 50000 0,800 ECFH4H.ies 2 C EMC❑ ECA18-FH-400HPS-XXX-NP/SSA5-CB-25-D2-NP BACK -BACK 50000 0.800 ECQH4H,ies 6 D 0 103-MT-UD-70HPS-xxx-NP Mounted @ 5.5' high SINGLE 6300 0.800 M3UD15H.ies 2 E Eh1C❑ ECA18-3H-250HPS-HS-xxx-NP/SSA5-CB-25-11-D1-NP SINGLE 29000 0.800 EC3H25HS,ies ALD,Inc. ARCHITECTURAL LIGHTING DESIGNS,INC. 2920 ANTHONY LANE ST. ANTHONY, MN 55418 612-252-4100, 612-252-4141 fax CONTACT: SC❑TT HARMES Filename: G:\Serverl\AGI32\SC❑TT\Houwmann\ltg.a32 Numeric Summary Project: All Projects Label I CalcType Units Avg Max Min All area at 0' 1 Illuminance Fc 2.01 19.6 0.0 DISCLAIMER This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal OF fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any 'non-ALD represented product' or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e, light meter facing straight up) illuminance FC levels (unless otherwise noted). If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. r These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. TYPE A TYPE C TYPE B)C E WALL M❑UNT WALE M❑UNT P❑EE 'M❑UNT Mount Height Project: All Projects SegNo Label Z Tilt 1 A 20 0 2 A 20 0 3 A 20 0 4 A 20 0 5 A 20 0 6 A 20 0 7 A 20 0 8 A 20 0 9 A 20 0 10 A 20 0 11 A 20 0 12 A 20 0 13 A 20 0 14 B 28 10 15 B 28 10 16 B 28 10 17 B 28 10 18 B 28 10 19 B 28 10 20 B 28 10 21 B 28 10 22 B 28 10 23 C 28 0 24 C 28 0 25 D 5.5 0 26 D 5.5 0 27 D 5.5 0 28 D 5.5 0 29 D 5.5 0 30 D 5.5 0 31 E 28 0 32 E 28 0 10UWMAN A R C H I I I C T S AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: architects@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION NO. 22604 DATE BUILDING OWNER: MINGER CONSTRUCTION 8470 GALPIN BLVD. CHANT IASSEN, MN 55317 (952) 470-1753 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. C1 N IASSEN, MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361.0722 FAX (952) 361-0723 REVSION SET PLANNING COMMISION COMMENTS 9-16-05 REVISION DATE REVIEW SET 8-31-05 JOB# 00488-00-00 DATE 6-22-05 DRAWN JG CHECKED BH PHOTOMETRIC Al. 1 PLAN 7 E _ Ui rl OT r" , :(,H dA.SIN 1 = 952.4 s ,' L BENCHMARK x 9 74 WL 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftf west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). 27QA 74,., f SE w n N E 0 30 60 90 SCALE IN FEET LEGEND DENOTES EXISTING CONTOUR DENOTES BOUNDARY LINE DENOTES DRAINAGE/UTILITY EASEMENT a DENOTES EXISTING STORM SEWER r; DENOTES EXISTING BUILDING 4 DENOTES PROPOSED EXISTING FES C,.l DENOTES EXISTING STORM MANHOLE/CB DENOTES EXISTING BITUMINOUS pypy " w d'6' DENOTES EXISTING CONCRETE AN AFRRNATNE ACTION, EQUAL OPPORIUNnY ENPLOM 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E—MAIL architects®houwman.com Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By:. Date BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN 1 M 1 37' EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION REW" DATE Sheet 7ft EXISTING CONDITIONS PLAN CITY OF CHANHASSEN JOB# RECEIVED DA AUG 5 2005 DR III CHANHASSEN PLANNING OEPT SMI Project Number: 64362-001 C1 ARCHITECT: v I / v �14=961.35 / X GRADING NOTES: I/ 959.0 rUTLIRE BLDG. F.F.E =yc3 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING v DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN V CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: 1-800-252-1 166. I \ 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF\ I EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE I I I\ I \ GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT I \ \ ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. I I ; - I \ \ i � \ 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON I I THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL_ AND GRANULAR FILL AT / 9590 AN AfFItLLATIVE ACTION. � l I 95;i 00 LOCATIONS DIRECTED BY CONTRACTOR. I i /A I J�- 962.3 1 st sb T IF i� - \ \ EQUAL OPPORTUNITY EMPLOYER 4 1 0 / � 5 . m _ - 962.1 �- \ - \ p 30 60 90 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION I I O ;•: �/ 9 2.3 \ \ _ TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR J I /// /�O/ t---g•., --- ` 'N __z - - - J6 - gs 12 ( \ \ \- r- Ri SCALE IN FEET 833 Third Street SW STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO I / <- 95 _.�- 2 \ --, New Brighton, MN 55112 EXISTING PAVEMENT, V T L / a 17''/ �'... , \,. I THE EXCAVATION ION SHALL BE BACKFILLED PROMPTLY TO i „-.••- _ I 1.., -, -1 �-.. 651 631-0200 AVOID UNDERMINING OF THE EXISTING PAVEMENT. l 1 x fd � - :` �_ y v (fox) 639-9726 I :�D 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL E-MAIL` 4rchitects0houwn'Ian.corn CONTROL. -. .. �,� k �. p.: _ I �.� , � \ \ 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED 4 \ U _f5v c RIM 96 4 \ -. 9,6116., Z \ 15 \ SANMH \� STORM SEWER ALIGNMENTS. sic ._ .. ` atlC`o: `' -MH \ RIM=960. 0 E -b � ff 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO \\•11-%� a1 _�"' t I 'I ------ RIM=961.90� CB Schoen sit Madson, Inc. 1 - RIM=961.13 m 961.40 SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 1 I I �1 �"�� --, / �' h�'==��= 8 �a 960.55 Q O ❑ ❑ ❑ ❑ ❑' Q Engineering • Surveying • Planning A f I t I / fir-« N Soo Testing • Environmental Services 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY [-' • - - '"4--"� -lip -willilill`- - - ��-< T '� S / LEGEND www.schoelimadson.com ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME Cg T\��• RIM=961_70 24 - - - --�'-�*-- - .1`VC� gy1:� 105eoWayzataBoulevard - - - / �� -� r i" v.ra ,� / Minneapolis, Minnesota 55305-1525 THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE ; - t,T'' RIM=960.10` 1 963.0 O r. �^di p may, a, L, DENOTES EXISTING CONTOUR phone: (952) 546-7601 -fax: (952) 546-9065 CONSTRUC110N SITE. 1 i i,' INV.=954.15 -E 961.ao ®��- O m > y 4, fir, 1.77 - r` 1„•,.1' ,-� "` I II ❑ .. _� '`, ,` \-----998----- DENOTES PROPOSED CONTOUR 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING / r 150.0� 1 I� / _rt CB \\ ❑ BIN 6 �„ \ s B' I DING -'" \ \ ❑ -'-= . DENOTES BOUNDARY LINE I hereby certify that this plan was prepared GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE \ RIM=961.29 t c T A K/ /� ✓ ROCK \ b d d' t ry n end DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING / \ I a k � LOT AND DRIVEWAY AR HA DETERMINED Y REFERRING T TH ITE AREAS SHALL BE DETE ED B O E S \ r t,. , I PLAN AND PAVEMENT SECTION AI FOR LOCATION AN LIMITS F E \ E SEC 0 DETAILS 0 LOC 0 D L S O f I BITUMINOUS PAVEMENT SECTIONS 1 5 n y me or un er my irec sups isio ❑ r 2,V o 4� CON ANC, TI01�\ f i I I DENOTES DRAINAGE/UTILITY EASEMENT that I am a Licensed Professional Engineer STRUC I ❑ \ I 1 under the laws of the State of Minnesota. 961 92 V _, ! l DENOTES EXISTING STORM SEWER - ' � _ ,.a•---^�"'•" �so.72 -DD- ❑ �..._...., ENTRANCE !� ` ,^ ,/ 1CA \ 96t 74 ❑ \/ Date: Re No. 1 � ,, � , >- �•_,.._..•. _.---- ._� o ,`� 1� "- � « DENOTES PROPOSED STORM SEWER g. 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL + I I I ' - a Reviewed By:. Date:. e / i DIMENSIONS AND SITE LAYOUT. N I r _962 J/ /l `' k ' s / 61.4 - O O O O O 0 El El C1 O ❑ C� DENOTES EROSION CONTROL SILT FENCE \ / __- � --�- 9 � \ � DENOTES PROPOSED RETAINING WALL 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE �'- \ s2.3o/ ❑ \ ' �-- / LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. i II I / y \ I / \ ❑ ORANGE EROSION'_ _ i� r. I I / \ I / n 1 CONTROL FENCE" / ��' -� \�� DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES ° I� \\ I B 61 C RB & U ER 9 2 ' I ❑ iG `i \ /` 6 BUILDING OWNER: eM x 1.00% DENOTES PERCENT OF GRADE 9s2.3 962. o O �� DENOTES DIRECTION OF DRAINAGE FLOW M I N GER IN 10 FEET. df ! I I \ I 962.8 I I I -- /✓ � i i/ � � \ 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6' BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM Y- t7 / , / x 910.5 DENOTES PROPOSED SPOT ELEVATION j --� � � ; , ; � , CONSTRUCTION OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 1 1 `d / \ � ,., �,I� I I © fro �/ DENOTES EXISTING BUILDING 5 a I I I ,� / CHANHASSEN WEST 14. CONTRACTOR SURFACERESPONSIBLE ROVIDEFOR SMOOTHHGRADING & UNIFORM SLOPES, WHICH FINISHED ROVIDE I li g V 959.0 I f I O / // // j l /- - r' DENOTES PROPOSED BUILDING BUSINESS PARK, LOT 4 POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER I -� - I I I ❑ / / /� / IW r /' DENOTES PROPOSED EXISTING FES AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE \ L,❑ ��`"•, 0 .A I „/�/ / \ / I NE,I" DENOTES PROPOSED FES/FES WITH RIPRAP 8470 GALPIN BLVD. ,..- w -- ,) I 1 / f ' CHANHANSSEN, MN 55317 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB 950.97 /' _CBRlfv1=957.80 { I a /'✓/'/'/'r / r DENOTES EXISTING STORM MANHOLE/CB ' 1 / I-, /! (952) 470-1753 959.0 / ' / \ / ® DENOTES PROPOSED STORM MANHOLE/CB DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. \ \� / I I '✓ / 11 / FAX (952) 470-9539 AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE �- ❑ �--/ �`// "\<�' / °"" DENOTES EXISTING BITUMINOUS 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB I q �� a .• rp� AND GUTTER. D \ r, a N I IN �957.0 �/ {/ \ °° P r < DENOTES EXISTING CONCRETE z/ s PROJECT LOCATION: EROSION CONTROL NOTES I \' °° _ I I - /f , / F* /"' 1 a ! ,•;^IF GALPIN BLVD. & LYMAN BLVD. 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES ; I + �� - � {, ti, f CHANHASS�I, MN r 959.0 959.14 r^ SHALL BE INSTALLED PRIOR TO CONSTRUCTION. ss8.so -- IO' F >3 CA 1 / - f WALL •.-�-� J 1 )aQ .� �~ 04. I f I � / 2 TIl HE CONTRACTOR ,� RACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITEINING or I I� A WA _ � O y 1 pt` 1 ) i• • \ \ iv1 ,_, / / DEVELOPER:3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES.V 9.0 Af 4 � ; 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL \ -_ 1 ' r)F t I 1 oa MEASURES. ", r°� r I I EDEN 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE I r+� I O1 -�PTRACE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE 950.85 ii CP - `ft 1 ❑ I II „_�` / ` 8PLANS FOR MATERIALS.0 ❑ - 959.0 ` - I I I / I 8156 MALLORY COURT 4 28- A CHANHASSEN, MN 55317 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND I A _ s ooz , MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT I \ =``• 1.86/ - FUTURE BLDG. q` 9 PERMITS \.'UG S .��,, I� JJ ``1 �-•�,�.0 f 10��, I� I 41s.1z F.F.E.=964 (952) 361-0722 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, �.� y F y ! { I \ FAX (952) 361 0723 INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT 960 \ I II \ g•� J TWIN 24 A 4.OA FENCES DURING THE DURATION OF THE CONSTRUCTION. 01 I �/ ''/ t 959.o rr \ 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY 1B'0A 9`�\` \ ` r THE CONTRACTOR. Illj I a oA l8"aA I I \. .. 2, I,A PRELIMINARY 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS 11 sszso c9 \ / ESTABLISHED. - i I, ` - _r , - \ ONLY NOT FOR " ; �6 aA 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. CONSTRUCTION 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL 3: I i 1 1 F.F.E.=953 _ ..., _ APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS CB t "OA t I II_ "� 1 \ _ I _. _ kilt_lira 8m A\ REVISIOIt DATE 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. 1 1 i T I RIM-952.12 \ 1 \ CB REMOVE OF • 8 \ I 1 1�.•a 1'14"USA' _ /i 1 / / BACK OF5CUR6 \ A �RIM \ It �, 4 OVERFLOW d I .` t2 r \I\ \ -957$ - i 1 EROSION &SEDIMENT CONTROL MAINTENANCE: 1 \ / �g"' , s \ \ \01 A \" 1 _- ( _tee f 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING ? . I ! `'. l Ell PROLONGED RAINFALL. IMMEDIATELY REPAIR FAII-ED OR FAILING FENCES. v' I \\'�\ 953.0_`' `-� 9 i _ ,.,_ a ., ?'- \ \ "\ �t > _.,- 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT c _ 1 _- \ '� x t ' 6. I / DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO"--� '}P -ice' , \ 1 22R LONGER NECESSARY. - - - - - - -- ,,r ___ QO --------- - MH 3---950-- - --- -- _ `� \ �� -•_ �IIOQ- ---- --- --- -_ - 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH I ' RIM=952.00 ' _-_ _,____-_ - BUILDING -- -_ \ \ 1 STORM EVENT. Q \ \ ,..------------=----r- 946 ---� �� , \ REM 95\ .,.-� ---SETBACK --' �__ _ I'ry1I1/ {. ._ - J•+�..✓-�- -'. "•m- r - .t _ \ / II @ iNi ` 1 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER -_ ------ __ Y �' �� -` \ I FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE I { o❑o _-o� �� . ' WARNING EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX L \ t- I -- � � � .� �\ „�-•. I I _' \ THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES AS DIRECTED BY THE OWNER. 4✓/_/ / - �� \ ="Q I I I 1• FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, Q4t�0 MIf 1 I I \ CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED Sheet Title: / 0� ' _-952.25 I I " r STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR J /.:. _, // / / \ - n ,' , REPLACE THE ABOVE WHEN DAMAGED DURING 939.4a ..•. �r-s v�o�\\ \ CONSTRUCTION AT NO COST TO OWNER. yp L IN l �: _- � •Vr w ,•h ��,.". •^ of w - // / � � 1 I I J / � � � - - - - _,- _ - � � \ � � \ ! `�I I I II. �- • >v '� .w° w PROPOSED .:WETLAND 'M PpCI_II_vI Ty V{ w w MITIGATIO13p y 11,w -.,. r t 1 r ;'J ` ; / _` ! ! // / ,•' _- - �� ' \ \ \, \` 5 B�C t- BENCHMARK ~ ■ ) � / / / / / / 7 /_'- --_ _ \\\\ \ ` 1 \ I I I 1. fill control monument JON MNDT along west side of HWY. 41. a / - Elevation = 1027.44 feet (NGVD-1929). NWL=942.00 \ 1 i 1.a 1 111' 1 1 1 1 I] \ I I II _ fir, {' I-{\I\�L-g46•Fj7 1 1 I I I-' 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. -:Ir .Y .,yj-,.-- •�i-_._� *L W •�4°. -1' ^r * - �sr /•�L *Y \'iX X'\''.�.7,.// / //, 1 1 111 1., 1 1 1,. ❑ I 1 I I... I I I Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ft3 west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). SMI Project Number: 64362-001 PRELIMINARY GRADING PLAN JOB# DATE DRAWN CHECKED C 2 s CONSTRUCTION NOTES 1. REFER 'TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE V REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE V V REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND I FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF $0.0 THE MINNESOTA DEPARTMENT OF HEALTH. B ILDIN S BA 6. SANITARY SEWER SHALL BE 8" AND 6" PVC-SDR-35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A I N MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE w CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N- SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK O STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT I m V V AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY Q� REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION w WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY hi INSPECTIONS NEEDED FOR CITY ACCEPTANCE. I 0 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. V' CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED in EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE u v NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR 950V MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% 950.97 STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CHANHASSEN. 0 I v Z 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. HYI R N � 6' A V 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO D WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY M , LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: 1-800-252-1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE- I V OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED NCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 950.85 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. RI \ \ M= 961.35 INV.=957.35 \ P r \ in n V E 0 30 60 90 SCALE IN FEET LEGEND >NMH-- M=960.99% V. =949.1 1 DENOTES BOUNDARY LINE DENOTES DRAINAGE/ UTILITY EASEMENT DENOTES EXISTING STORM SEWER �J « DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN \ DENOTES PROPOSED WATERMAIN -- DENOTES EXISTING SANITARY SEWER \ < DENOTES PROPOSED SANITARY SEWER ' DENOTES EXISTING BUILDING _ DENOTES PROPOSED BUILDING DENOTES EXISTING STORM MANHOLE/ CB ® DENOTES PROPOSED STORM MANHOLE/ CB DENOTES PROPOSED FES FES W/RIPRAP / DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE 4- DENOTES PROPOSED HYDRANT - - I ►� DENOTES PROPOSED GATE VALVE f- DENOTES EXISTING HYDRANT 1 WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK 1. MNDOT control monument JON MNDT alorg west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). ARCHITECT: Id i AN AFFIRMAIIYE AC110N, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 651) 631-0200 fax) 639-9726 E-MAIL architects®houwman.com Schoell & Madson, Inc. Engineering • Surveying • Planning Solt Testing a Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION REVISION DAIS Sheet Me: PRELIMINARY UTILITY PLAN JOBf DATE DRAWN CHECKED C 3 SMI Project Number: 64362-001 \G RO FILTER FABRIC " / v v0�L 6" MINIMUM DEPTH �s O�O 1" - 2" WASHED ROCK E 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN CONSTRUCTION ENTRANCE REVISED: 1-98 DAB 2-97 PLATE NO.: 5301 FLE NAM • 39 �_5301 "-Whole Casting and Adjusting g (See Plate 2110) vide I&I Barrier on all sanitary er manhole(see plate 2109) Whole steps, Neenah R1981J Aluminum, 16" on center. :ps Shall be on Downstream e Unless Pipe Diameter is or Larger joints in manhole to have ring rubber gaskets. Maximum of 2 Short Manhole ers to be Used Directly ow Cone Section e shall be cut out flush In inside face of wall. 0 Precast Inverts Must be 1/2 of Pipe Diameter and Benches /// Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CHANHASSEN MANHOLE REVISED:2-97.1-03,1-04 DATE: 2-97 PLATE NO.: 2101 FILE NAME.'93 2101 w Y r W 0 0 w w m o z N R VI ¢ o V � o Q 0. U F F Z W 0 Zo n F W o, V Z O O >W 0 0 sZ X o >Q x I- �J 0 W W O a Z d Z rL m ~ ¢ X ,n FN Ld J w 'NIW ,L �� `m o� Li w ¢ a,_ J o cn m > � o N a O 1-- 0 N /! r z_ J Q 5Z m w V x< wM ao J V a U 0 3 w z a a J NItIJ7aJ w ¢V� W N> NM o ��x Z a_ zUg �la-a < QJ= W `^ o- o 'XVW .9'L F =3 < } W. &E 0 CO 0,m W a U J m O N S > IrcIa11 Q V � � 2 m Z W> U z zo o aam 1n F -For \R\ �- 1 y x S I > NW7 ~00DOD JO Y M ZOw ZZwa Z=r zZH0u7wN�0�p wF=3vW, uFOUN1Wni O��3�wHO WE o JYJ MV�2 �NaJ. az��¢ 6o�J m woaa Q pK U w ¢ Q uo n~m Or �w F zZ �zrwvlFaa ooWQUO o¢HoO MQ �0O-i-4NfVmWI ZDOJ �mmzONN SJ cnwe U-¢ea via �<Wm<< 2�F> ZJJoi♦ w ZmCr7 O�ci Ni36iri 1d F QofdQ U_ Ld y�j CO (aJ V K Qif-i 0_ J N Z >-WF-0 w r=w aaaW SLn301-v1 xLO0- :20<x CITY OF TYPICAL CHANHASSEN IN HYDRANT TAL ATION REASED:1-000 f_70a01, 1-02 DAIS 2-97 PLATE NO.: 1004 FILE NAME Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Pasts with 3(501b) ten: strength plastic zip ties per T-Post. (Machine sliced) 6'ma� x�ng EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground I Ties Min. Depth of sin fence embedment. I Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Hay or Straw Bales 7. wdd ,Ia4, artwd mroyn ner 1s' m zo' iwR 9" aMDd. Zip Ties Bwmn ww.ee MRr Smk. _ Bow m m be u.a Mtll < non-0yndwb Wtwial. EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CHANHSSEN FENCE REVISED:2-97, 1-02, 143 , 1- DATE: 2-97 PLATE NO.: 5300 PILE NAME393 5300 Z F_ O N z P.C. JP CATCH BASIN IN RADIUS �P B618 CURB Ua 10' & GUTTER SURMOUNTABLE TRANSITION CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" I 10' ,12" 4" 11 7„ o y. a' > s e p a R q 6„ T MNDOT B618 CONC.0 & G SURMOUNTABLE C & G SECTION A -A CITY OF TYPICAL CURB CHANHASSEN RADIUS REVISED: '-00 DAB' 2-97 PLATE NO.: 5204 FllE NAME.`"+.i 5204 DROP LID 7.5' Minimum cover required wATtT1 Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. 8-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 3'. Grade L J TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Bo:: to be set to r vi 1 adjustment. f Mueller No. H-10361 26" provide 2 o 0 ) Bibby -Ste -Croix No. VB502 27" Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix GATE VALVE ADAPTER: 1 4' V8520 No. 57 9" / V13521 No. 58 14"STEEL WITH PROTECTIVE VB522 No. 59 260 COATING, 1/2" RUBBER `/6523 No. 50 26" GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. BOTTOM Tyler No. 6860 65' Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Resilient Wedge Valve Valve and Box to be Conforming to AWWA plastic wrapped per C-515-80 standards BASE nut bolts section 2.03a all & less steel 18"X18"X8" concrete block CITY OF GATE VALVE CHANHASSEN AND BOX INSTALLATION REVISED: -0,1-04 PLATE NO:2-97.11006A2-97 FILE NAME: 393_1006 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPECIFICATIONS AND STANDARDS DESIGN LOADS NSC WNuu OF =L CONSm11CnnN. 91H MIRON. N1DWA&E UIE WF1GHf UMD n/a AWS cm1 Cn R. WflNN[ CanE - SEEEL, 01.1-94. SN2tt FK OR n�R 29 cm 1926 - OE"•. e..+-". An HF•�RI �1 K nS WATER FlDW Ur (THROUGH 11RE R Ma ) 0.707 cfi O 3• he W%IMUM OVaiFLOW RILE 5.94 ch O 15• Nedd MODEL#CG23 ASSEM$Y Box NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN CHANHASSEN SEDIMENT TRAP REVISED: III DATE: 1 -04 PLATE NO.; 5302A FILE NAME: NOTE_#c Surmountable Curb & Gutter to be tronsitioned oos. into a B618 type at catchbasin. Catchbasin Frame & Grate „oc Neenah R-3290-L or equal Fla. with L Grate 5 of o A ''•• ' I catchbasin to be depressed 2" below design gutter line grade. IA, 0 JO' Surmountable Concrete ISOMETRIC Curb & Gutter No Scale 2 - #4-60" Long Rebars Each way c c o .o 0 5' Min. Transition 5' Min. Transition o 0 N o Top of o w Curb 2„ w - - - - --- Design gutter line grade 2 - #4-60" LONG Frame & Casting Rebars Each way SECnON A -AA -A No Scale CITY OF CURB CHANHASSEN CONSTRUTION T CATCH CBASIN REVISED: 1-98 DATE 2-97 PLATE NO.: 3106 FILE NAME ' .7 NOTES: 1. Grates to be made In (2) PIECES 2. All metal sholl be hot -dipped -galvanized Hole Structure Requires (2) Piece Grate Per Drawing I Sfe See Detail A -A 57"0 O.D. 1/4"Xl- TUT STL Hole r 11 r I` �MOO7H BAR O 4" o.c. EACH WAY (4) 1/2" 0-13 UNC Hex Head Stainless Steel Bolts With Nuts and washers 1/4" STEEL PLATE 9"to12" HWL DETAIL A -A �c.enouoous�e: .. ..iuo.ouou.. .ouo.uuo.o. .................. ------------------ u.onun.... iiiGGiGGiiiiiiiiii ......■..0......0 .u.0 uu..u..uuu.. .Is ouuu ....uouu lo... INLET PIPE Ems• NOTES: Monolithically Poured Concrete 1. Standard pipe bedding required on both inlet & outlet pipes. CITY OF POND OUTLET CHANHASSEN CONTROL STRUCTURE REVISED:1-00, 1-03 DATE 2-97 PLATE NO.: 3109 FILE NAME 393_3109 1 27" TO 33" 14 to 20 CY CL.3 36" TO 48" 23 to 38 CY CL.3 54" AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 lbs.) RIPRAP GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL PRAP Granular Filter (MNDOT 3601.2B) SECTION A -A Geotextile Filter Type III RIPRAP N Granular Filter (MNDOT 3601.2B) =ON B-B Geotextile Filter Type III CITY OF RIPRAP CHANHASSEN DETAIL REVISED: 1-98 DATE 2-97 PLATE Na': 3107 FlLF_ E:' +_3107 6" 1 Distance to liI variable 1 /2"r 3"r Top Bituminous Material 1/2"r slope N tO 3/4" er ft N MnDOT B618 Concrete Curb and Gutter 6 16" 6" r I 1/2"r a"r 1/2 "r To Bituminous Material P m4-1 Lf i w nAInDOT B612 Concrete Curb and Gutter NOTE: 1Y For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" 68"R rTop Bituminous Material a SURMOUNTABLE o A�2 -z � Concrete Curb and Gutter 17 1/2" 10 1/2" 28" 4" 1�=-�i�1 Bituminous Bituminous Curb Surface 6* Shoo Formed N� CITY OF TYPICAL CURB CHANHASSEN AND GUTTER REVISED: 2-97 DATE* 2-97 PLATE NO.: 5203 FILE NAME 593 5203 I 24"x36" slab opening for Neenah R3290-L or equal 1 1 1 1 1 1 1 i NOTE: L grate shown Neenah R3290-L casting and grate or equal. p� L.� Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Precast concrete or �- HDPE adjusting rings. 0 - A 6" precast reinforced concrete slab. Top of barrel section under top slab M to have flat top edge sealed with 2 beads of Ramnek or equal. z All joints in manhole to have M1� Varies "O" ring rubber gaskets. 4'-0- Typ. Precast concrete section NOTES: 5" 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps y approved. 6" ; &Lqo e 0 •' i I thickness, 6" for 14' Minimum slab t c ess `` depth. Increase thickness 1" for <o each 4' of depth greater than 14'. and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CHANHASSEN MANHOLE REVISED: 1--00, 1-03 DATE,* 2-97 `MATE NO.: 3102 PILE NAME See City Plate No. 3107 for riprop placement. Anchor w-'aaampm-1 Tie last 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. N Hot dip galvanize after fabrication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12"-18" 3/4"0 4" 5/8" 21"-42" 1 0 6" 3/4" 48"-72" 1 1/4"0 12" 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron- 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF FLARED END CHANHASSEN AND TRASH°GUARD REVISED: DATE 2-97 7 PLATE NO.: 3108 FILE • 9a,_-,,I-4 3/4" per foot 18" 5' MIN. 2 0% GRADE V ............ 6" x 6" #6 Welded 7 1/2" Concrete pavement Wire Mesh 3. 4" Class 5 base incidental to apron SECTION A -A No Scale 24' RESIDENTIAL 26INDUSTRIAL/COMMERCIAL A Right -of -Way B618 Curb & Gutter- B618 Curb & Gutter ,60 oQ\oc Bituminous wee Contraction Joints A Max. Spacing in Expansion Joint (typ) Valley Gutter 0 8' ELAR No Scale NOTE: 1. Reinforce Volley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way is the Some as Street Paving Section. CITY OF CONCRETE CHANHASSEN DRIVEWAY APRON REVISED:2-99 2-01 DAY' 2-97 PLATE NO.: 5207 FILE NAME LG a Shown Face of Curb J Direction of Flow 3' 0" o ri u Catchbasin casting and grate Neenah R3290-L or equal Grate to be 2" below 3" radius curb box. gutter grade. 5' transition each side of catchbasin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5" 3' minimum to 1/2" bed of mortar r between each and a 3" Grout 6" thick concrete collar on the outside. r 6" Doghouses houses shall be grouted on both the SECTION inside and outside. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF STORM SEWER CHANHASSEN CATCH BASIN REVISED:1-00, 1-03 DATE 2-97 PLATE NO.: 3101 FILE NAME PL CL PL 30' 1 30' 1S' to Face 18' to Face Wear Course to be 1/2" Above Edge of Gutter III 1 3.07 4" Topsoil, Seedy & Mulch or Sod. B-618 Concrete Curb 1 � t.s 1 2"-MNDOT 2350 MVWE350359 2"-MNDOT 2350 MVNW350358 2 1/2"-MNDOT 2350 MVNW35035B 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2E Select Granular Borrow (See Note 7) Tack Coat - 2357 Tack Coat - 2357 NOTES 1. Right -of -Way Required - 60'. 2. Maximum street grade 7.0% 3. Minimum street grade 0.757- 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the 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 authority to require additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based upon the result of the test roll. CITY OF TYPICAL COMM. INDUST. CHANHASSEN TREET/SECTION REMSED:2-97 2-01, 1-03 DATE 2-97 PLATE NO.. 5201 NAM •393_5301 Natural Ground NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF PIPE BEDDING CHANHASSEN GOOD SOILS RCP & DIP REVISED: DATE 2-97 PLATE NO.. 2202 FILE NAME: Compacted Backfill 12" + + + + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + Material + + + + + + + + + + + + + + + + b cs + + + 6" Pay Depth + + + + + �' + + + Increments (typ.) + + + + + + + + 6" Pay Depth i i i i i i i i Foundation Alp- Increments (Typ.) Required (ee(sNote 1) raff "Bc" Denotes outside diameter of pipe NOTES: determine h depth of the pipe foundation 1. A soils Engineer will be required to date e the de 9 q P PP embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. CITY OF PIPE BEDDING CHANHASSEN P.V.C. & A.B.S. REVISED: DATE: 2-97 PLATE NO.: 2203 FILE NAME: r r' AN AFFINA71K ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 651) 631-0200 (fax) 639-9726 E-MAIL architects®houwman.com Schoell & Madson, Inc. Engineering a Surveying a Planning Solt Testing a Environmental Servloes www. schoel Imadson. com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION REVISION DATE Sheet Tft DETAILS JOB# DATE DRAWN CHECKED a a LI a SMI Project Number: 64362-00.1 C 4 a" N, w e xS 0 30 60 90 PM SCALE IN FEET i PROPOSED WETLAND WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. H� PLANT LEGEND ..`..� ® •... rr ti SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK OVERSTORY DECIDUOUS TREE MULCH 'k � �� "'an� � �� ,.,.,( h..s,�,'! .✓"' V „II. .°rv,.,�i "k� JI �S kt, iiym , ... �..v w ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP ROCK #817, tfi" MODIFIED, GREY/BLACK IN COLOR "1 BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. T T R ONAMENAL TREE 715.483.3216 r y`.r � •� tee...-.. . _N-� , �,1ii � 9 '' r J ,p ,.r_-!.• T � r¢ � � � t� � EVERGREEN TREE 00 oQ SHRUBS/ PERENNIALS / LANDSCAPE NOTES --� 4—CH 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE — / CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF —SITE. _ 3-SO • 4 3—CH ; .. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT 2—T f& GROWTH. f �r > 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. : B y 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK `'' __— IR,„_.,,,,.--•.,r•-.. �' .. #817, IF MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM SOD • OF 3 DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. " C H 1—TH SQD 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO JD PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL 1-PC k• PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 5--SDD 4—HWA J Al V+` ' " f� 8. ALL PLANTING BEDS TO BE EDGED WITH COMMERCIAL GRADE VINYL EDGING, "EDG—KING" BY OLY—OLA, OR APPROVED EQUAL, ANCHORED 4' O.C. WITH METAL SPIKES. 9. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL, AND AT A MINIMUM 4" DEPTH, FREE OF ALL 5—SDD ® + ij�� !: � ,� ; �� DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 6—SDD 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE t SOD \ PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE 1 INSPECTION. 1 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. — 5—SDD SOD `�4 -'' 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF —SITE PER PROJECT IMPROVEMENTS. 5—SDD 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT if APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. + IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, + 4, WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER �s 1—RO O j ACCESSORIES FOR A COMPLETE SYSTEM. IIIIIIII LANDSCAPE REQUIREMENTS PARKING LOT: 1 TREE/250SF OF INTERIOR PARKING ISLANDS (983S.F ISLAND/250 SF)= IIIIIIII PLANT SCHEDULE- LOT 4 4 TREES KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS TH 4 THORNLESS HONEYLOCUST VAR. INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5"CAL. B&B SO 3 SWAMP WHITE OAK QUERCUS BICOLOR 2.5 CAL. B&B NORTHERN RED OAK QUERCUS RUBRA 2.5 CAL. B&B FULL, AM 6 AMUR MAPLE ACER GINNALA AL. B&B STR. LEADER, CH 8 THORNLESS COCKSPUR HAWTHORN CRATEGUS CRUS—GALLI VAR. INERMIS 2 CAL. B&B PRAIRIE FIRE CRAB MALUS PRAIRIE FIRE 2 AL. B&B NO 'V' CROTCH BLACK HILLS SPRUCE PICEA GLAUCA DENSATA - B&B AP 2 AUSTRIAN PINE PINUS NIGRA 6 HT. B&B DBH 25 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA 30 MIN. HT. JDW 18 JIM DANDY WINTERBERRY GLS 15 GROW —LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO LOW' • #5 CONT. AWS 22 ANTHONY WATERER SPIRAEA SPIRAEA X BUMALDA 'ANTHONY WATERER' 30" MIN. HT. FULL FORM TO GRADE HWA 24 HETZ WINTERGREEN ARBORVITAE THUJA OCCIDENTALIS 'HETZ WINTERGREEN' AMC 10 AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' SOD 30 STELLA D ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' 1 1#1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. IIIIIIII PLANT SCHEDULE- SUBDIVISION LOT 4 BUFFERYARD CODE QTY COMMON NAME/LAT1N NAME SIZE ROOT REMARKS HL 9 THORNLESS HONEYLOCUST var. Inermus 2.5" B&B STRAIGHT LEADER Gliditsio triacanthos 'Sk cole' CAL. AND FULL CROWN BS 9 BLACK HILLS SPRUCE 6 B&B STRAIGHT LEADER Picea glauco densata HT. AND FULL FORM WP 4 WHITE PINE 6 B&B STRAIGHT LEADER Pinus strobus HT. AND FULL FORM AM 17 AMUR MAPLE 1.5" B&B STRAIGHT LEADER Acer ginnala CAL. AND FULL CROWN DBH 21 DWARF BUSH HONEYSUCKLE 5 POT PLANT 4'-0" O.C. Diervilla lonicera GAL SPACE EVENLY AWS 14 ANTHONY WATERER SPIREA 5 B&B I PLANT S-0" O.C. S iraea x bumalda 'AnthonyWaterer' GAL I SPACE EVENLY QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. ARCHITECT: AN AFFMilAAIK ACTION, EQUAL OPPORTUIETY BMIJ ER 833 Third Street SW New Brighton, MN 55112 651) 631-0200 fax) 639-9726 E—MAIL architectsahouwman.com Schoell & Madson, Inc. Engineering • Surveying • Planning Sol Testing • Environmental Services www.schoellmadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 1 hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Landscape Architect under the laws of the State of Minnesota. Date: • Reg. No. Reviewed By: • Date: BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: 11' TI1 -1 111V 31[fJI;� EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION RENSI@I DATE Sheet 7ft PRELIMINARY LANDSCAPE PLAN JOB# DATE DRAWN CHECKED SMI Project Number: 64362-001 C5 DECIDUOUS TREE = CONIFEROUS TREE o SHRUB �G Y-ye 'Y' Alt yT I'4F4': �� Fq H.•{ NiSr Z .. • II• V 24 NOTE: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED T11THE CONTRACTOR'S OPTION TAKE TREES; HOWEVER, THE RACTOR IS RESPONSIBLE FOR TAINING TREES IN A PLUMB ION THROUGHOUT THE ANTEE PERIOD. IFY BOTTOM AND SIDES OF PRIOR TO PLANTING E ROOT COLLAR AT OR JUST 1E FINISHED GRADE 3LE STRAND 14 GA. WIRE - 120• INTERVALS (TYP.) 'OLYPROPYLENE OR 'ETHYLENE (40 MIL, 1-1/2" STRAP TYP.) WRAP TO FIRST BRANCH GING - ONE PER WIRE BALL TO SIT ON SUBGRADE :H NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. = STEEP SLOPE PLANTING TING SOIL - SEE SPEC. OIL TRADE 2" X 24" WOOD STAKE SET NGLE EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS BELOW AS APPLICABLE BACKFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. 9 24 NOTES: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE IN CONTACT WITH TRUNK. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE. NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. = IRRIGATION NOTES 1. ENGINEER SHALL APPROVE GRADES PRIOR TO IRRIGATION INSTALLATION, DEPTHS OF TOPSOIL SHALL BE VERIFIED. 2. LANDSCAPE\IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN, MANUFACTURERS PRODUCT CUT/DATA SHEETS OF BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, PIPING, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE SYSTEM, AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE OWNER PRIOR TO ORDERING. CONTRACTOR IS ALSO RESPONSIBLE FOR WATER CONNECTION(BACKFLOW DEVICE), WINTERIZATION BLOW OUT VALVE, ELECTRICAL CONNECTION, AND RAIN SENSOR. 3. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH HEAD —TO —HEAD COVERAGE. 4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL AREAS ARE IRRIGATED PROPERLY. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. 6. THE LANDSCAPE\IRRIGATION CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE IRRIGATION SYSTEM AND MAKING SURE IT IS IN PROPER WORKING CONDITION BEFORE TURNING IT OVER TO THE OWNER. 7. THE LANDSCAPE\IRRIGATION CONTRACTOR SHALL INCLUDE ALL PLUMBING AND ELECTRICAL CONNECTIONS NECESSARY FOR A COMPLETE SYSTEM. 8, FOR THE FIRST YEAR THE LANDSCAPE\IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE SYSTEM TO BE WINTERIZED (BLOWN OUT) AND STARTUP IN THE SPRING BEFORE FINAL ACCEPTANCE. 9. LANDSCAPE\IRRIGATION CONTRACTOR SHALL PROVIDE A TWO YEAR WARRANTY ON SYSTEM FOR PARTS AND LABOR. 10. PER THE OWNERS REQUEST, ALL IRRIGATION COMPONENTS SHALL BE COMPOSED OF ONE MANUFACTOR TYPE, AND SHALL BE SUPPLIED BY EITHER HUNTER OR RAINBIRD MANUFACTOR. E STRAND 14 GA. WIRE, 20' INTERVALS (TYP.) )LYPROPYLENE OR THYLENE (40 MIL, WIDE STRAP TYP.) STEEL STAKE NG - ONE PER WIRE ALL TO SIT ON AIDE NG SOIL - SEE SPEC. ,IL AIDE ?" X 24" WOOD STAKE T ANGLE = WATERING GUIDELINES r" Knr.i NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL. NOTE: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE SHRUBS TO SIT ON SUBGRADE MULCH LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC EDGING REFER TO PLAN FOR GROUND COVER SUBGRADE CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. AVE. AMOUNT OF WATER PLANT TYPE PER APPLICATION (GAL.) MACHINE TRANSPLANTED 50-100 TREES (3" CALIPER+) BALLED & BURLAPPED 20t TREES BARE ROOT TREES 15t 10+ BALLED & BURLAPPED SHRUBS BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4t HERBACEOUS GROUNDCOVERS AND 3t VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. f�[ilil'J,fl.�l AN AfFY111Ar4E ACTION, EQUAL OPPOR1111NITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 651) 631-0200 (fax) 639-9726 E—MAIL orchitectsOho wman.com Schoell & Madson, Inc. Engineering • Surveying • PlemtIng Sol Testing • Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Landscape Architect under the laws of the State of Minnesota. Date:. Reg. No. Reviewed By: • Date: BUILDING OWNER: MINGER CONSTRUCTION CHANHASSEN WEST BUSINESS PARK, LOT 4 8470 GALPIN BLVD. CHANHANSSEN, MN 55317 (952) 470-1753 FAX (952) 470-9539 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PRELIMINARY ONLY NOT FOR CONSTRUCTION Sheet 7ft PRELIMINARY LANDSCAPE DETAILS DATE DRAWN CHECKED SMI Project Number: 64362-001 LOW rhomas I. Campbell Roger N. Knutson rhomas M. Scott Elliott B. Knetsch foel I. Iamnik kndrea McDowell Poehler 1latthew K. Brokl' fohn F. Kelly Toren M. Mattick `denry A. Schaeffer, III 41ina Schwartz 2raig R. McDowell 14arguerite M. McCarron 3ina M. Brandt 'Also Licensed in Wisconsin 380 Corporate Center Curve suite 317 • Fagan, MN 55121 61-452-5000 'as 651-452-5550 vww.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-maitAddress: snelson@ck-law.com August 2, 2006 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RECEIVED AUG 0 4 2006 CITY OF CHANHASSEN RE: CHANHASSEN—MISC. RECORDED DOCUMENTS ➢ Site Plan Permit #05-27 — Volk-Minger Properties, LLC (Lot 4, Block 2, Chanhassen West Business Park) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit #05-27 with Volk-Minger Properties, LLC concerning a 46,152 square foot office/warehouse building on Lot 4, Block 2, Chanhassen West Business Park. The permit was filed with Carver County on May 17, 2006 as Document No. A441342. Regards, CAMPBELL KNUTSON Professional Association Su an R. Nelson, Legal ksistant SRN:ms Enclosure cc: Bob Generous (letter only) SCANNED Document No. OFFICE OF THE A 4 413 4 2 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $ 46.00 Check# 15757 Certified Recorded on 05-17-2006 at 01:00 ❑ AM [�] PM 44166 1111111111111111111 C unt. Hanson, y Recorder r CITY OF CHANHASSEN SITE PLAN AGREEMENT # 05-27 SPECIAL PROVISIONS AGREEMENT dated September 29, 2005, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Volk-Minger Properties, LLC, a Minnesota limited liability company, (the "Developer"). Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 46,152 square foot office warehouse building (referred to in this Permit as the "project"). The land is legally described as Lot 4, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan dated 8-31-05, revised 9-16-05, prepared by Houwman Architects Plan B—Grading Plan prepared by Shoell & Madson, Inc. Plan C—Landscaping Plan dated prepared by Shoell & Madson, Inc. dated 9.16.05 Plan D--Utility Plans prepared by Shoell & Madson, Inc. I SCANNED - 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 ($2,500.00 - boulevard restoration and $2,500.00 - erosion control). ). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Karen C. Minger Volk-Minger Properties, LLC 8470 Galpin Boulevard Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. (Site plan approval conditions) a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The building is required to have an automatic fire extinguishing system. c. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. PIV is required on the building water service. e. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. f. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. g. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. h. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. i. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Cbanhassen City Ordinance #9-1. j. An additional fire hydrant will be required in the island off the northeast comer of the building. Contact Chanhassen Fire Marshal for exact location. k. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 1. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high-pressure sodium. m. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. n. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. o. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. p. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. q. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. r. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. s. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. t. Silt fence shall be installed outside of wetland buffer edges. u. The contractor shall use a Wimco or similar catch basin erosion control BMP. v. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:17 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:121 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. w. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. x. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. 0 y. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. z. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. aa. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. bb. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. cc. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. dd. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. ee. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. ff. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. gg. Disturbed areas must be restored to a minimum 3:1 grade. hh. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. ii. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. jj. The grey line type shown in the legend should be labeled "by others", not "existing". kk. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 11. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9- ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9- ton design. mm. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. nn. A minimum six-foot high, opaque fence shall be included in the landscape island around the storage area. oo. The fabric storage building is prohibited. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN BY: I /L • ` 0 A. Furlong, Mayor Gerhardt, City Manager 0 STATE OF MINNESOTA (ss COUNTY OF CARVER The foregoing instrument was acknowledged before me this,6%y of f t , 200A by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY STATE OF MINNESOTA ) '°'-`'�Q =EEIN(ss. ? Na''%'s;s: MY010 COUNTY OF Caf1M( ) 929 The foregoing instrument was acknowledged before me this —ft day of k 0 by �—A- &ej /n� I t ^ S 2�!_ a/k/a Karen C. Minger, the Manager of VOLK-MUCER PROPERTIES, LLC, a Minnesota limited liab' any, on its behalf. 1NOMAS J. HUSHES IV 13ENotary Public -Minnesota My Co MWWn �,1en 31, 2010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC CONSENT MP DEVELAPMENr, LLC, a Minnesota limited liability company, Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. �q MP PMl3dP, LLC Dated this -1-I- day of �i n �' om"t � By STATE OF MINNESOTA (ss COUNTY OF CO-r V e Y Its Manager D The foregoing instrument was acknowledged before me this ( ( day of �t yYlS, by 04 M;/i i/ a/k/a Patrick J. Manager of MP DEVELDPMENr, LLC, a MinnesdYa limited liabili f. NOTARY PUBLIC THOMASI HUGH"'V Notary Public -Minnesota J'-�• My CaruNpbn E+�I.. Jon 31, 2010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT IW:i.11t' GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer s and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the we erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to 10 enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordin¢. This Permit shall run with the land and may be recorded against the title to the property. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order 11 as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or 12 pollutants were caused to be there by the City. O. Soil Correction, The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 13 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this I'( day of U Pt l 2006 •• I a•I,*I' • // A, P. Co ) m i L-o STATE OF MINNESOTA ) (ss. COUNTY OFO1Jvwt r ) The foregoing instrument was acknowledged before me this � i day of A p f' 20-alby —T{%anutR, , the A.V.P. Commercial Loans, of Ccmmmit, Bank Corporation, on behalf of the =k-nn NOTAY PUB C Mr DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 14 CITY 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:952227.1160 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 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us September 30, 2005 Mr. Patrick Minger Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 Re: Site Plan Approval for Minger Construction, Planning Case #05-27 Dear Mr. Minger: This letter is to confirm that on September 29, 2005, The Chanhassen City Council approved the following: Site Plan Planning Case #05-27, for a 46,152 square -foot office warehouse building, plans prepared by Schoell and Madsen, Inc., dated August 5, 2005, revised September 12, 2005, subjdct to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The building is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. PIV is required on the building water service. 5. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 6. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 8. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Patrick Minger Planning Case 05-27 September 30, 2005 Page 2 9. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 10. An additional fire hydrant will be required in the island off the northeast comer of the building. Contact Chanhassen Fire Marshal for exact location. 11. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 12. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high- pressure sodium. 13. Space for recycling shall be provided in the interior of all principal structures or within an . enclosure for each lot developed in the Business Park. _ 14. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. 15. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. 16. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. 17. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 18. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. 19. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. 20. Silt fence shall be installed outside of wetland buffer edges. 21. The contractor shall use a Wimco or similar catch basin erosion control BMP. 22. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: ape of SloW Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days Mr. Patrick Minger Planning Case 05-27 September 30, 2005 Page 3 These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 23. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. 24. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. 25. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. 26. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. 27. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. 28. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. 29. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. 30. The existing Swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. 31. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. 32. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. 33. Disturbed areas must be restored to a minimum 3:1 grade. 34. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. 35. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. 36. The grey line type shown in the legend should be labeled "by others", not "existing". Mr. Patrick Minger Planning Case 05-27 September 30, 2005 Page 4 37. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 38. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. 39. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. 40. A minimum six-foot high, opaque fence shall be included in the landscape island around the storage area. 41. The fabric storage building is prohibited. Enclosed is a site plan agreement that must be executed by Minger Construction. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by December 28, 2005). The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227-1131. Sincerel Robert Generous, AICP Senior Planner Enclosure ec: Alyson Moms, Assistant City Engineer Steve Torell, Building Official rApian\2005 planning cases\05-27 minger construction site plan\appmval letter.doc CITY OF CHANHASSEN SITE PLAN AGREEMENT # 05-26 SPECIAL PROVISIONS AGREEMENT dated September 29, 2005, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Minger Construction, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 46,152 square foot office warehouse building (referred to in this Permit as the "project'). The land is legally described as Lot 4, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and fumish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan dated 8-31-05, revised 9-16-05, prepared by Houwman Architects Plan B--Grading Plan prepared by Shoell & Madson, Inc. Plan C—Landscaping Plan dated prepared by Shoell & Madson, Inc. dated 9.16.05 Plan D--Utility Plans prepared by Shoell & Madson, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 30, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 ($2,500.00 - boulevard restoration and $2,500.00 - erosion control). ). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Patrick Minger Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or Mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. (Site plan approval conditions) a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The building is required to have an automatic fire extinguishing system. c. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. PIV is required on the building water service. e. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. f. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. g. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. h. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. i. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. An additional fire hydrant will be required in the island off the northeast comer of the building. Contact Chanhassen Fire Marshal for exact location. k. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 1. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high-pressure sodium. in. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. n. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. o. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. p. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. q. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. r. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. s. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. t. Silt fence shall be installed outside of wetland buffer edges. u. The contractor shall use a Wimco or similar catch basin erosion control BMP. v. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:17 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:121 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. w. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. x. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available -at the preconstruction meeting and on site during construction. El y. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. z. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the stone water pond on Outlot A shall be installed prior to or concurrent with this development. aa. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. bb. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. cc. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. dd. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. ee. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. ff. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. gg. Disturbed areas must be restored to a minimum 3:1 grade. hh. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. ii. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. jj. The grey line type shown in the legend should be labeled "by others", not "existing". kk. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 11. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9- ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9- ton design. mm. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. nn. A minimum six-foot high, opaque fence shall be included in the landscape island around the storage area. oo. The fabric storage building is prohibited. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: Its 0 STATE OF MINNESOTA ) ( SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 2005, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2005 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 7 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 2005 STATE OF MINNESOTA ( ss COUNTY OF M The foregoing instrument was acknowledged before me this day of 2005, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CTI'Y OF CHANHASSEN SITE PLAN PERMIT GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractors) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to 10 enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building pemrits. E. Severabiliri. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. IL Recordine. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order 11 as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are fast provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or 12 pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 13 Approved 08/22t05 CHANHASSEN WEST BUSINESS PARK DEVELOPMENT DESIGN STANDARDS Staff is proposing the following development standards govern the development of the property. Development Standards a. Intent The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primaryuse has occupied the site. Shared parking may be used within the development. b. Permitted Uses The permitted uses in this zone shall be limited to light industrial, warehousing, and office as defined below. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. Light Industrial - The manufacturing, compounding, processing, assembling, packaging, or testing of goods or equipment or research activities entirely within an enclosed structure. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. Conferences/Convention Center - establishments designed to accommodate people in assembly, providing conference and meeting services to individuals, groups, and organizations. Contractor yard - means any area or use of land where vehicles, equipment, and/or construction materials and supplies commonly used by building, excavation, roadway construction, landscaping and similar contractors are stored or serviced. A contractor's yard includes both areas of outdoor storage and areas confined within a completely enclosed buildings used in conjunction with a contractor's business. Must comply with the following standards: (1) Equipment and supply storage must be screened or enclosed. Screening shall comply with Buffer Yard D and F4 Fencing as specified in Chapter 20 of the Chanhassen City Code.. (2) Vehicles/Equipment shall be stored within an enclosed or screened area. (3) No unlicensed or inoperable vehicle/equipment shall be stored on premises. (4) All chemicals shall be stored in proper storage facilities, specified by OSHA regulations. (5) The contractor shall be Licensed, Bonded and Insured Day Care - establishments providing for the care and supervision of infants and children on a daily basis. The following applies to Day care centers: (1) The site shall have loading and drop off points designed to avoid interfering with traffic and pedestrian movements. (2) Outdoor play areas shall be located and designed in a manner which mitigates visual and noise impacts on adjoining residential areas. (3) Each center shall obtain all applicable state, county, and city licenses. Health Services- establishments primarily engaged in furnishing medical, surgical and other health services to persons. Office - Professional and business office. Recreation/Health Club - establishments engaged in operating reducing and other health clubs, spas, and similar facilities featuring exercise and other physical fitness conditioning. Research Laboratory - establishments engaged in scientific research or study. Must comply with the following standards: (1) All chemicals and pollutants and waste must be stored, used and disposed of according to OSHA and Hazmat regulations and standards. (2) The building must be secure from persons other than laboratory personnel. (3) No outdoor experiments that cause hazards or excessive noise or odors shall be permitted on site. Utility services Warehousing - Means the commercial storage of merchandise and personal property. Ancillary Uses (in conjunction with and integral to a primary use) Antennas Screened outdoor storage - Outside storage is permitted, if approved by the City Council as part of the site plan review, subject to being completely screened with 100 percent opaque fence and/or landscape screening. Showroom - showroom type display area for products stored or manufactured on -site provided that no more than 20 percent of the floor space is used for such display and sales. Telecommunication Towers by conditional use permit only. Prohibited uses • Auto related including sales and repair • Churches • Garden Center • Home furnishings and equipment stores • Home Improvement/Building Supply • Lumber Yard • Retail • Outdoor speakers or public address systems C. Setbacks The development is regulated by the PUD Standards. There are no minimum requirements for setbacks on interior lot lines in the PUD zone, except as specified below. The following setbacks shall apply: In the PUD standards, there is the requirement for landscape buffering in addition to building and parking setbacks. The following building and parking setbacks shall apply: Buffer yard, Setback building/parking (ft.) Galpin Blvd. C, 50, 50 Lyman Blvd. C, 50, 50 Street A NA, 30, 10 Interior Lot Lines B, 0, 0 West Perimeter Lot Line (adjacent to C, 30, 20 industrial) North Perimeter Lot Line (adjacent to D, 100, 100 residential): Buffer yard & setback No fences shall be permitted between the required landscape buffer and arterial and collector roads. The PUD standard for hard surface coverage is 70% for office and industrial uses. Any one sitellot can exceed the 70 percent requirement, but in no case can the entire finished development exceed 70 percent. d. Development Standards Tabulation Box 1. Building Area Building Square Footage Breakdown Use Percent Total Square Feet Office 30% 105,000 Light Industrial /Warehouse 70% 245,000 Total (Maximum) 350,000 The actual use percentages and square footage totals may vary provided that the total building square footages are not exceeded. 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. Building height shall be limited to 3 stories or4 feet, except for Lot 5, Block 2 (lot 5) and Lot 3, Block 1 (lot 6) which shall have a building height limit of 2 stories and 30 feet, including parapet. e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. 2. All materials shall be of high quality and durable. Masonry or higher quality material shall be used. Color shall be introduced through colored block or panels and not painted cinder block. 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured, coated, or painted. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened from adjacent public right-of-ways by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. The buildings shall have varied and interesting detailing. 10. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. 11 Each buildings shall contain one or more pitched roof elements depending on scale and type of building, or other architectural treatments such as towers, arches, vaults, entryway projections, canopies and detailing to add additional interest and articulation to structures. 12. There shall be no underdeveloped sides of buildings visible from public right-of- ways. All elevations visible from the street shall receive nearly equal treatment and visual qualities. E Site Landscaping and Screening Landscaping along Lyman and Galpin Boulevards shall comply with buffer yard standard C. Landscaping along the northern project perimeter shall comply with buffer yard D. Landscaping along the westerly project perimeter shall comply with buffer yard B. All buffer yard plantings shall be installed as part of the subdivision. Each lot must present a landscape plan for approval with the site plan review process. 2. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with berms, masonry fences and/or landscaping. When parking lots are less than three feet above the adjacent roadway, an undulating or angular berm or elevation change of three feet or more in height shall be installed. All required boulevard landscaping shall be sodded. 4. Loading areas shall be screened 100 percent year round from public right-of-ways. Wing walls may be required where deemed appropriate. g. Signage 1. The Chanhassen West Business Park PUD shall be permitted one project identification sign at the entrance on Galpin Boulevard. The sign shall not exceed eight feet in height. A maximum of 80 square feet of sign area shall be permitted. The project identification sign shall not be counted against the permitted signage on an individual parcel. 2. All freestanding parcel signs shall be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. 3. Each property shall be allowed one monument sign per street frontage. 4. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material throughout the development. 5. Wall sign shall be permitted per city ordinance for industrial office park site. 6. All signs shall require a separate sign permit. h. Lighting Lighting for the interior of the business center should be consistent throughout the development. 2. A decorative, shoe box fixture (high pressure sodium vapor lamps) with a square ornamental pole shall be used throughout the development area for area lighting. 3. Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the property line. This does not apply to street lighting. L Alternative Access 1. Each site shall accommodate transit service within the individual development, whenever possible. 2. Pedestrian access shall be provided from each site to the public sidewalk and trail system. 3. The developer and site users shall promote and encourage Traffic Demand Management Strategies. 4. Each site shall provide areas for bicycle parking and storage. 5. Preferential parking shall be provided for car and van pool vehicles within each site. CITY OF CHANIMSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Ndministration Phone:952227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1150 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: 952227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952227.1130 Fax 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us September 15, 2005 Mr. Patrick Minger Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 Re: Minger Construction Building Planning Case #05-27 Dear Mr. Minger: This letter is to notify you that the city will be unable to complete its review of your project within the 60 day review period that ends September 27, 2005 due to a lack of a quorum for City Council on September 26, 2005. Thetefore, I am notifying you that the city is extending its review period for up to an additional 60 days, through November 26, 2005. However, we have rescheduled this item to be heard by City Council on Thursday, September 29, 2005 at 7:00 p.m. in the Chanhassen City Council Chambers. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us Since Robert Generous, AICP Senior Planner c: Eden Trace Corporation The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A l eat place to live, work, and play. O S-Z7 City Council Meeting — September 29, 2005 16. Extend the silt fence to the north along the west side. 17. Add a note to the plan: All sanitary services must be 6 inch PVC-SDR26 and water service 1 inch copper. 18. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the city with a detailed haul route and traffic control plan. 19. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2005 truck hookup charge is $1,458 for sanitary sewer and $2,955 for watermain. 20. All disturbed areas as a result of construction must be seeded and mulched or sodded immediately after grading to minimize erosion. 21. Gutters must be installed on the house on Lot 2 and must discharge to the southwest comer of the lot. 22. Submit a security to ensure that the street cuts are properly restored to city standards. 23. The applicant should be aware that any retaining wall more than 4 feet in height must be designed by a structural engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. 24. Cleanouts are required at all bends of the sanitary sewer service or every 90 feet, whichever is less. 25. A ten foot drainage and utility easement shall be dedicated along the western property line of Lot 3. 26. A cross access and maintenance agreement shall be recorded over Lot 3 for the benefit of Lot 46, Pleasant View Addition for the existing driveway. 27. Amend the staff report to have the correct calculations and data so the permanent record reflects the correct numbers. All voted in favor and the motion carried unanimously with a vote of 5 to 0. CHANHASSEN WEST BUSINESS PARK: LOT 4, BLOCK 2, CHANHASSEN WEST Bob Generous: Thank you Mr. Mayor, council members. As you stated this is a request for site plan review. It's the first building within the Chanhassen West Business Park, which is the plat that was approved tonight as part of the consent agenda. This building is approximately 46,000 square feet. The development is off of Galpin Boulevard and Lyman Boulevard. It's the most westerly lot within the development, and I'll just show you. This is the concept plan for the 23 SCANNED City Council Meeting — September 29, 2005 overall development. It would be just west of the lot here. It's always intended, it's one of the property owners development. He currently runs his business out of this site. He's going to get a permanent, brand new facility. It's a block building. We think it's going to be very attractive and will add to the community and really make him happy. He's looking forward to being able to clean up the site. For years it's been used as a contractor's yard and so as part of this development and then as part of his site plan he'll be able to provide some screening and housing for this business. Site plan itself is pretty straight forward. It's accessing via a private street that it shares with the property to the north. We are requiring that they provide a sidewalk connection out to the public street. The one change from what was originally submitted was they're providing this little area up in the northwest comer of the site. This is the location that they want to put a storage area, storage building. As part of their proposal they have a, I call it a tent like structure. It's a canvas building with aluminum or steel poles inside. They wanted to use that for one of their tenants to store hay rolls. They're a contractor for erosion control. The staff believes that that building itself does not comply with the design standards for the development and is not consistent with the building design. There are other opportunities for them to provide this storage. They could put up a shed type roof and the ordinance, we're requiring that they put at least a 6 foot fence around it, stockade type fencing. They could go up to 8 feet and that would provide a sheltered covered area that they could do this. There are other types of buildings that they could do that would be consistent. What their approval is tonight is for.their site plan and this storage area and then if any building goes in there to house it, that it be consistent with the building. Staff is recommending approval of the site plan with the conditions outlined in our staff report. With that I'd be happy to answer any questions. Mayor Furlong: Thank you. Questions for staff. No? Yes? No? Okay. Councilwoman Tjornhom: Wait, yeah I'm sorry. Explain the whole covered shed thing again. The picture was so bad in my report that I couldn't get any. Bob Generous: Unfortunately it didn't show up very well on this either but this is a white canvas structure that has metal supports inside. It's basically it's like a tent. It's open. It would be anchored. It would have to be, meet all our building code requirements. Snow load and construction but we don't believe that it would meet the design standards within the development. This is not consistent with the building elevation which is the 3 colored blocks. The entrance canopy area and so we think that they can do something different. Even if they just put up a roof with a fencing that would be more consistent with the design standards than what this is. Councilwoman Tjornhom: Okay. Mayor Furlong: Thank you. Any other questions for staff? If not, is the applicant here this evening? Good evening. Is there anything you'd like to share with us? Patrick Minger: My name is Patrick Minger, and the only reason I put this tent structure in is because the tenant that is moving in out there stores, wants his rolls of hay inside and if we, you know and he's not a permanent tenant. So if we put up a building for, you know I was just trying to keep the cost down and put the landscaping around it to hide it as you drive in from the main entrance. But if he leaves then he's, the tenant is actually buying this and I'm just looking for a 24 City Council Meeting — September 29, 2005 way to keep the cost down for him but I don't want that hay put in this new building. That's my only dilemma. I'm just trying, now if we go with the steel structure, 8 feet high, these bundles are like 4 feet high. That's why they could stack them in there. So that's, you know we can work with staff and find something that, it's smaller than what the city garage has. They had a canvas type but since we're back up against other industrial and nobody to see this, this is what we proposed so. If he leaves then we would, he would take it with him. That's pretty hard to do with a metal building. With a metal roof. That's, you know that's just how we're thinking now. But we can work with staff and figure something else out. I don't want to hold up the whole building so. Mayor Furlong: Alright, thank you. Any questions for Mr. Minger? No? Okay. Thank you. Very good. Anyone from the public who wishes to comment on this matter? No? Okay. Bring it to council for discussion then. Councilman Labatt: I like the building. But I tend to, you know looking at the position of where that tent structure is going to be, I have a hard time supporting that. Unless somebody can convince me otherwise. But I do like the building and let's move on. Mayor Furlong: Alright, thank you. Other comments? Councilwoman Tjornhom: I agree with Councilman Labatt. I think the building looks great. But I have to agree with staff when it comes to the tent like structure. This is a PUD site and I think we owe it to the neighborhood that came here earlier and we need to keep our word that it's going to stay a PUD site and hold it to it's high standards and so I support staff. Mayor Furlong: Okay, thank you. Other thoughts. Councilman Peterson: I agree. I think the only other additional comment I'd make is I don't like our city's tent either. And I'd like to put that as a point of discussion sometime down the road too I think so. Mayor Furlong: Okay. Anything? Councilman Lundquist: I would agree based on all the comments and the recent activity around the site. Yeah, it backs up to other industrial and things but I'm sure that it doesn't, I can't support putting that type of a structure up there. Also for a point of clarification then on condition 40, where it talks about the 6 foot high opaque fence shall be included in the landscape island around the storage area, does that, Bob the intention of that, was that to screen some sort of a structure like was on here or would it be your point that we should put that on regardless of whether there's any structure or not any structure on there? Bob Generous: That was the intent so that they would have a storage area, whether there is a structure there or not. Councilman Lundquist: Fair enough. City Council Meeting — September 29, 2005 Bob Generous: And like I stated before, they could, it says a minimum 6 foot. They can go up to S feet if they need to go create a hiding spot. Councilman Lundquist: Okay, fair enough. Mayor Furlong: Is that within, just to follow up on that. Is that within the outline of the PUD? Bob Generous: Yes. Mayor Furlong: Okay what's described here for item 40? Bob Generous: Yes. Mayor Furlong: Okay. Alright. So this condition is, if they put up a fence it has to be at least 6 feet is this condition? Bob Generous: Yes. Mayor Furlong: It doesn't require them to put up a fence. Councilman Lundquist: But what I'm looking at is it says it does require. Bob Generous: No, it would require them to put up a fence around the storage area. Mayor Furlong: Okay, so anyplace. Bob Generous: Because that's where, if they're going to have outdoor storage, that's where we'd allow them to do it. Mayor Furlong: In that northwest comer? Bob Generous: Right. Mayor Furlong: Okay. And so they require a fence there around the storage area. That answered my question. Did it answer your question? What are your thoughts? I mean, thoughts. Councilman Lundquist: Well, if they decide not to, if this tenant decides to do something else or they work on an agreement or whatever it is that there's, the storage area isn't used then, you've got a big area out there with a fence around it that's just growing grass or whatever you've got and then it becomes a pain but I guess if they're going to ask for the storage area, designate it at this time, this would be our only time to put a fence in so if that's going to be on the plat then. And if that needs to be there. Mayor Furlong: So is it your thought to make it conditional on if they have a storage area, include the fence? 26 City Council Meeting — September 29, 2005 Councilman Lundquist: Well yeah, but then we're going to have, somebody's going to have to go figure out you know what defines a storage area and is it just a temporary spot where they're going to put this trailer, you know while the Bobcat's in the shop or something or. So okay, I'm okay with it. Mayor Furlong: Okay. Alright. My thoughts are similar. I'm not going to repeat what's been said except just to emphasize that this was a well discussed and thought out PUD over the last few months and I think to change it right now is just the wrong thing to do. So while I fully appreciate the desire to minimize cost, I think we need to hold to the standards that exist within the PUD with regard to the storage buildings. Any other thoughts or comments? If not, is there a motion? Page 8. Councilman Lundquist: I would move the City Council approves Site Plan Planning Case 05-27 for a 46,152 square foot office warehouse building, plans prepared by Schoell & Madsen dated August 5th '05, revised September 12`s '05 , subject to conditions 1 through 40. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjornhom: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Todd Gerhardt: Did the motion include the. Bob Generous: Stipulation prohibiting the tent structure. Todd Gerhardt: Okay. Mayor Furlong: Is that already in the staff report and conditions? Bob Generous: Not in the conditions. It's part of the recommendation on the cover memo and probably should have been added onto. Councilman Lundquist: I guess my understanding was, I didn't, the fact that we didn't allow it specifically in the conditions was that that. Mayor Furlong: The PUD would hold. Councilman Lundquist: The PUD standards do not allow that, so if that's not the case then we can clarify. Mayor Furlong: Should we clarify anyway? Roger Knutson: I think it's always best to be, clarify it. 27 City Council Meeting — September 29, 2005 Mayor Furlong: Okay. Why don't we take an amendment to the motion, condition number 41. Do we have some specific language? Bob Generous: Well just the fabric storage building is prohibited. Mayor Furlong: Okay. Is that sufficient? I'll offer that as an amendment. Is there a second? Councilman Lundquist: Second. Mayor Furlong: Any discussion on the amendment? Adding condition 41. Mayor Furlong moved, Councilman Lundquist seconded to amend the motion to include condition 41. A fabric storage building is prohibited. All voted in favor and the motion for the amendment carried unanimously with a vote of 5 to 0. Mayor Furlong: Now is there any further discussion on the amended motion? Councilman Lundquist moved, Councilwoman Tjornhom seconded that the City Council approves Site Plan, Planning Case #05-27 for a 46,152 square foot office warehouse building, plans prepared by Schoell and Madson, Inc., dated August 5, 2005, revised September 12, 2005, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The building is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. PIV is required on the building water service. 5. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 6. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 7. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 8. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. m City Council Meeting — September 29, 2005 9. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 10. An additional fire hydrant will be required in the island off the northeast corner of the building. Contact Chanhassen Fire Marshal for exact location. 11. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 12. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high- pressure sodium. 13. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. 14. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. 15. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. 16. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. 17. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 18. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. 19. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. 20. Silt fence shall be installed outside of wetland buffer edges. 21. The contractor shall use a Wimco or similar catch basin erosion control BMP. 22. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days 29 City Council Meeting — September 29, 2005 These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 23. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. 24. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. 25. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. 26. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. 27. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. 28. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. 29. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. 30. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. 31. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. 32. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. 33. Disturbed areas must be restored to a minimum 3:1 grade. 34. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. 35. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. 36. The grey line type shown in the legend should be labeled "by others", not "existing". 30 City Council Meeting — September 29, 2005 37. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 38. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. 39. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. 40. A minimum 6 foot high opaque fence shall be included in the landscape island around the storage area. 41. A fabric storage building is prohibited. All voted in favor and the motion carried unanimously with a vote of 5 to 0. OLD TOWN PLAZA, AWARD OF BID. Todd Hoffman: Mayor, City Council members. I placed at your desk, and I've put additional copies back here. The letter of recommendation for the award. Quotes were accepted last Friday after you received your preliminary packet information. I'd like to briefly go over the site plan and explain a little bit about the project. Old Village Hall was constructed, or moved from it's location just across the street to it's present location in 1987 and so the plan on the left here shows the building and the plaza which was completed at that time. With 18 years of age, the plaza had a paver with a hard surface application, if you've been down there where the pavers sank over time and the concrete back. It was in need of some restoration with the building, the Goddard School going next door and a fairly permanent tenant being the Chamber of Commerce we felt that it would be appropriate to upgrade the location and beautify this public plaza. So the proposed plan is to take out the existing hard surface materials and replace it with a paver material identical to what we have at City Center Park, the new park here in front of City Hall. Same type of material. Same look. Same medallion and then include 4 trees instead of the 2 that are currently planted there. We had 4 contractors out to a pre -site meeting for this work. 3 of the 4 chose to submit a bid. The project budget is $50,000 and we received a low bid from Glacial Ridge Contracting out of Willmar, Minnesota of $44,932.21. The other two quotes were $54,900 and then $64,300. The primary difference in all three of those quotations is in the paving and surface preparation, the 6 inches of gravel. Those prices range from $6.90 a square foot at the low up to $11.95 for a high. So that's the primary difference in the cost. It would be staffs recommendation that the council award the Chanhassen Old Village Hall Plaza project to Glacial Ridge in the amount of $44,932.21. And if you do so they anticipate that they'll start work the week of October I&. Mayor Furlong: Thank you. Questions for staff. 31 ' Planning Commission Mee' Ping — September 6, 2005 • CIS -all 33. Standard drainage and utility easements shall be dedicated over the front, side and rear yards within the subdivision. 34. A cross access and maintenance agreement shall be recorded over Lot 3 for the benefit of Lot 46, Pleasant View Addition for the existing driveway. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Sacchet: We wish you luck with this. This goes to the City Council, it's scheduled for the 26`s of September so if the neighbors want to follow it through the process, I don't know whether City Council does take comments or not. Sometimes they do. But basically the public hearing is what we do here at the Planning Commission and then City Council reviews that and depending on what the situation is, they may or may not take further comments. PUBLIC HEARING: REQUEST FOR SITE PLAN REVIEW FOR OFFICEMAREHOUSE BUILDING ON Bob Generous presented the staff report on this item. Sacchet: Thank you Bob. Questions from staff. Any questions? Not really. I do have a few questions. So I want to be real clear because I wasn't here when the overall thing was looked at, and when I first looked at this particular design I was a little bit concerned about how many trees we're actually cutting here. I mean I went out there and they're fantastic trees. I mean there's not a sick tree that I could spot. They're all in really good shape. It's a beautiful, beautiful grove of trees here. We're cutting most of them here that are on this lot. I mean we have a few token trees maybe so basically in terms of the overall development we balanced that by that, it's an outlot that remains wooded and that. Generous: That is correct. It will be a conservation easement dedicated over this. If Nann you could go to the overhead. I don't know it's difficult to see but if you look at this site, the significant band of trees in existing conditions run through here. The applicant is actually putting the shared, the private street on the property to the north so that they're able to preserve this area. Then the building will be located back over where it's more open. There may be some shrub trees back there but nothing that showed up as significant on the survey, so they are doing a good job on this lot of preserving the significant trees out there now. Sacchet: Yeah but my point is actually different from that Bob. I mean what I'm saying is that I feel they're cutting a lot there. Yes they're saving a little sliver there but there's this outlot on the north of this whole development that's going to be preserved, right? What you pointed out before. I want to be very clear about that because that's important in terms of balance of this whole thing. Generous: Correct. 40 SCOMM o Planning Commission Meeting — September 6, 2005 Sacchet: Okay. Because you know me with trees. The same thing applies with wetland impacts. They were looked at as part of the overall, and mitigated. Generous: Correct. Sacchet: About the grading there's a comment and that's one for you Alyson, that staff recommends that the swale in the southwest corner of the site be filled to reduce the height. What swale? Can you just point out what we're talking about here? Moms: Certainly. There's an existing swale at this location. There is a piped outlet that they're showing here. Currently this is draining some portion off from Chaska and Mr. Minger is actually working with those properties to ensure that they take care of their drainage, but when looking at the details, grading plan review, looking at filling the swale and either extending or eliminating the pipe depending on how they can alter the drainage through there, we can eliminate the, either eliminate or reduce the height of the retaining walls required at this location. Sacchet: Okay. Okay, thank you. Then there's another one, similar one I want to make sure I understand. It's towards the end on page 7 there. Staff recommends that the access for Lot 5, property to the north align with the access to the Minger site. The eastern curb radius of this access to Lot 5 must be adjusted to accommodate turning radius of small delivery truck. Can you just help me to fully understand what we're saying there? Generous: Mr. Chairman, what we're saying is that this curb for the private street coming in come over to this point, and then the access be made like an intersection right here. And so we'll have an island on that side and then this will all be landscaping on this side. Sacchet: Okay. So it's not this staggered parking lot type of thing. Generous: Right. They'll come in at the same point and then truck traffic will be directed between the two to go to the rear and then auto traffic would come in on this side. Sacchet: So they would be lined up. Generous: But they'll line up, yes. These curb cuts will come all the way up. Additionally we are looking at them providing a sidewalk from the site out to the street and that would follow the south side of the private street, and in the future they'd have a connection to the building to the north. Sacchet: Thank you Bob. I think that's all the questions I have. Dan you have something? Keefe: I've got a couple. In regards to trash removal. Where's that located in terms of the site for trash on the building? 41 Planning Commission Meeting — September 6, 2005 Generous: Currently they don't show it anywhere on the plans so the assumption is it's interior. If they want to put it outside they should provide a building that's, or a structure that's consistent with the building. Through the use of landscaping create an enclosure area that's screened. Keefe: So we don't know the answer to that. Sacchet: You can ask the applicant. Keefe: And then again to signage. Is this building going to be signed? I didn't see anything. Generous: It may. They have an area on the front of the building. Keefe: And they're allowed one sign? Generous: Well the ordinance permits, based on the area of their unit how big a sign. Because it's behind trees you're not going to have a lot of visibility. We anticipate there'll be a monument out on the street frontage just maybe the building. Keefe: Okay, that's it, Sacchet: Any other questions of staff? Yes go ahead Kurt. Papke: On the requirement for the additional islands and peninsulas. How do you count 6 islands and peninsulas in there right now? I'm a little confused as to how you arrive at the number 6. Generous: That's a good one. 1, 2, 3, 4. I don't know ... then she counted this as one area. Six. Yeah, that would be the sixth one. Papke: And the rationale for going to 14 in this space is? Generous: Oh just complying with ordinance requirements because what the ordinance tries to do is break up asphalt areas on parking and vehicular use areas so we want them to be staggered. The applicant is actually come up with some good locations for those and we'll get before the construction plans come in we'll get all the details worked out on that. Papke: Okay. So you don't anticipate an issue with hitting the 14 around that? Generous: No. Sacchet: Alright. With that, thanks staff. We have an applicant here? If you want to come forward. If you have anything to add. If you want to mention your name and address for the record please. Patrick Minger: Yes, I'm Patrick Minger. I live at 2218 Lukewood and during the meetings today a comment was made that you know, in the PUD, in the development we can have outside 42 Planning Commission Meeting — September 6, 2005 storage and we aren't anticipating any except the, my renter is going to be moving in here. He has erosion control supplies. That's what he sells and growing up on a farm, that's rolls of straw. I really don't want him having rolls of straw in a building like this so I mentioned that you know I would like to have storage outside, cold storage to put this straw in rather than have it inside. I don't think the fire marshal would really appreciate hay inside of a public building anyway. And so today I had him, my renter come up with what he had in mind to put that in and this is what he came up with. Just for covering that hay outside and I plan on putting that back in this comer. I can grab that plan. This will be an island where I propose to do, and I don't know if you can get. Put this structure right here along the Chaska side and then put an island here with trees with an island here looking. The only way you'll see this, that is from Lyman Boulevard. Once you put an island here and an island off of this area with trees, you will not be able to see that at all, and that's what we'll get, you know we're requesting 14 islands. And filling this ditch here, extending the pipe, which we have to put in because it drains the outlot to the north. Many years ago when we developed this, we had to install this because of the tiling... and so there is a pipe in there now. We'll extend that down. The reason this ditch got put in, Chaska when they put the addition on ... ditch appeared and nobody caught it. This other lot is supposed to stay in Chaska, so we're working that out with Chaska and so my goal is to straighten this out as staff recommends. Extend the pipe out and extend these islands where at this point, one up here and then around here to basically hide everything from Lyman Boulevard. Other than that I don't have any problems with the recommendations of staff. Sacchet: Questions of staff. I mean how do we deal with something that is not currently on the drawing, like this shed. Generous: That's why I requested that he put it up. Normally you would show it as a storage area. As part of the site plan. Keefe: Is it a permanent structure or is it a temporary structure? Patrick Minger: Well it will be temporary because if he leaves, he'll take it down. Sacchet: It will go. Larson: So like the islands, are they going away? Generous: What the PUD says it has, outdoor storage areas have to be approved as a part of any site plan review. Sacchet: So would this qualify as outdoor storage? Generous: That was my interpretation that it is the type of outdoor storage. You have to provide screening and this would be a method that he could do that. The other one would be to put up wing walls around it or you could fencing with landscaping. There's berming. Many different ways you can do it and he's proposing the use of landscaping with the structure. Sacchet: And there will be enough room for circulation of trucks and all that. 43 Planning Commission Me! Ping — September 6, 2005 • Patrick Minger: Yeah, that's pretty to north and south. They will have still plenty of room for circulation. Sacchet: Okay, do we have questions of the applicant? Questions of the applicant, no. Alright. Thank you very much. Now this is a public hearing. Is there anybody that wants to comment to this? This is your chance. Alright, I close the public hearing. Bring it back to commission. Comments, discussion. Dan, you have something? Keefe: I think generally, you know it's the fast one in this new PUD so, and I think it looks pretty good overall. Sacchet: Yep. Any other comments? McDonald: I have no comments to add to it. It appears to meet all the criteria that we talked about before at our previous meetings and they're I think doing a fairly good job to develop a rather difficult site so no comments. Sacchet: Anybody else?. Zorn: No comments. Sacchet: This side of the crowd. Larson: Well my only question is, is this... tent. But if the city's okay with... Generous: And that's part of the reason I wanted them to bring out at the public hearing and also we'll bring it forward at council. Sacchet: Was it an aluminum shed or? Patrick Minger: No, it's canvas. Sacchet: It's a canvas shed. So it is kind of a tent. Larson: Similar to what they put up for special events. Generous: Little bit more substantial than that. And it would have to comply with building code. Sacchet: It doesn't have requirements? Generous: It would have to. Sacchet: It would have to. Planning Commission Mee• — September 6, 2005 • Generous: Because it's larger than 120 square feet. Sacchet: So it has to comply to building code. And we do allow a canvas type of structure like that? Didn't we get into that before? Generous: Well the ordinance prohibits. Sacchet: I know we don't allow the teepee. Generous: No, that was the use that we didn't allow. He was making that a permanent structure when a temporary would have been permitted. Well screening is provided... Planning Commission and Council, they can say no. We'd rather see walls around this area with a metal. Sacchet: Do you need a roof over that straw? Because like when you start talking about it, usually what we do with these things, we make like a wall that is like the same, we say it has to be the same material. Patrick Minger: You know the watershed district's new requirement is to use wrapped hay for their erosion control. He's found a nitch in supplying that. Sacchet: So it should be dry. Patrick Minger: Yeah. Because the problem is you don't... Sacchet: ... got seeds in it and they ... so it needs to be covered from the rain. Okay. Larson: Do you put it up or does he? Patrick Minger: He. Well, I'm a utility contractor. I don't do erosion control but you know. Larson: No, I mean the structure itself. Patrick Minger: Oh the structure. Oh, there will be a contractor come in. The company that sells it. Keefe: Are you saying it has to be refrigerated? Patrick Minger: No. Keefe: I thought I heard something. Sacchet: No, you heard the cold. Cold storage. Keefe: ...that's what I heard because cold storage is actually refrigerated storage in the storage industry so that's why I was wondering. Outdoor storage. 45 '&z Planning Commission MeeNg — September 6, 2005 • Sacchet: Ahight. Thank you. The one concern is definitely with that tent, as you call it. Outdoor storage with a roof. I would certainly want to put in a stipulation that it should be shown on the drawings when it goes to council. I think that's probably the balance point. It's certainly not a reason to hold it up here from our angle the way I see it. But it should be defined and shown visible when it goes to council. I would ask for that. Other than that I don't think I have any comments. I'm glad to hear it's in line with the overall beauty framework. Looks like I missed a good one on that one too. Keefe: Should we add something about if they have external trash. Sacchet: Yes. That would be a good one to say if they for trash, is that something that has to be looked at in terms of like if there's trash, usually there's like somewhere a trash thing that. Keefe: Must be screened from the surrounding areas. Sacchet: Must be screened, yeah I mean there are city ordinances how that would be handled. Since it isn't, we assume it's inside the building. Maybe you should express that. Something to that effect. I think that's a good point Dan. And signage, is that something we need to say anything about? Keefe: It looks like they've already addressed it. Patrick Minger: We have to put it out on the access road. Sacchet: Yeah, we have probably a monument sign or something out there, yeah. Okay, so that would be just stamped. Alright, unless there's anything else, let's do a motion. Keefe: I'll do the motion. Planning Commission recommends approval of Site Planning Case No. 05-27 for a 46,152 square foot office warehouse building, plans prepared by Schoell and Madson, Inc. dated August 5, 2005, subject to the following conditions, number 1 through 39 and I'd like to add number 40. To be should the building have external trash disposal, trash containers must be properly screened from the surrounding area. And do you want to say something else about the temporary storage? Sacchet: Let's do a second fast. McDonald: I'll second. Sacchet: Okay. And then if you could add 41. And I'm open to suggestion and guidance from staff here. Do we want to make a condition that the outside storage should be shown on the drawings and be defined before it goes to City Council. Is that a reasonable addition? Generous: It shall be shown and approved by City Council. Sacchet: Yeah, and it would have to be shown on this, okay. Alright. 46 Planning Commission Meeting — September 6, 2005 Keefe: Accepted. Sacchet: Accepted. Alright. So we have a motion. We have a second. We have an addition. Keefe moved, McDonald seconded that the Planning Commission recommends approval of Site Plan Planning Case #05-27 for a 46,152 square foot office warehouse building, plans prepared by Schoell and Madson, Inc., dated August 5, 2005, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The building is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. PIV is required on the building water service. 5. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 6. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 7. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 8. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 9. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 10. An additional fire hydrant will be required in the island off the northeast corner of the building. Contact Chanhassen Fire Marshal for exact location. 11. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 12. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high- pressure sodium. 47 Planning Commission Mee• — September 6, 2005 • 13. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. 14. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. 15. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. 16. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. 17. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 18. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. 19. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. 20. Silt fence shall be installed outside of wetland buffer edges. 21. The contractor shall use a Wimco or similar catch basin erosion control BMP. 22. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 23. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. 24. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. m Planning Commission Meeting — September 6, 2005 25. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. 26. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. 27. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. 28. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. 29. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. 30. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. 31. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. 32. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. 33. Disturbed areas must be restored to a minimum 3:1 grade. 34. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. 35. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. 36. The grey line type shown in the legend should be labeled "by others", not "existing" 37. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 38. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. 39. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs. 49 • • Planning Commission Meeting — September 6, 2005 40. Should the building have external trash disposal, trash containers must be properly screened from the surrounding area. 41. Outside storage shall be shown and approved by City Council. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Sacchet: Good luck with this. It is scheduled to go to City Council on the 26's of September also. Generous: Chairman, the final plat will also go to council on that meeting too. Sacchet: Okay. So it's going to be preliminary and final all at the same time. Generous: No, they have preliminary already. They're just seeing the final plat. Sacchet: Okay. Oh this is the final. Generous:_ They're approving the site plan within that plat. Sacchet: And then the final plat is going to go at the same time, okay. Alright. APPROVAL OF MINUTES: Commissioner Keefe noted the verbatim and summary minutes of the Planning Commission meeting dated August 2, 2005 as presented. Commissioner Zom noted the minutes of the Planning Commission work session meeting dated August 16, 2005 as presented. Chairman Sacchet adjourned the meeting at 9:10 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim a CITY OF CHANHASSEN STAFF REPORT PC DATE: September 6, 2005 F CC DATE: September 26, 2005 REVIEW DEADLINE: September 27, 2005 CASE #: 05-27 BY: RG, LH, ML, AM, JS, ST PROPOSAL: Request for Site Plan Review for office/warehouse building. LOCATION: Lot 4, Block 2, Chanhassen West Business Park. APPLICANT: Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 (952) 470-1753 PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Office/Industrial ACREAGE: 5.03 DENSITY: 0.20 F.A.R. SUMMARY OF REQUEST: The applicant is requesting site plan review approval for a one- story, 46,152 square foot, multi -tenant office warehouse building. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 2 of 11 PROPOSAL/SUMMARY The applicant is requesting site plan review approval for a one-story, 46,152 square -foot, multi - tenant officetwarehouse building. Building materials consist of burnished and rock -faced block with glazed blocks as accents above the entrances. To the north and east of the proposed building are other undeveloped lots within the Chanhassen West Business Park. To the south is the stormwater pond and wetland contained in Outlot. To the west is industrial development within the City of Chaska. The finished floor elevation at the south end of the building is nine feet higher than Lyman Boulevard, south of Outlot A. Water and sewer service is being extended to the property as part of the Chanhassen West Business Park development. Access to the site will be via a private street shared with Lot 5, which will permit the preservation of a band of trees that continues south from the preservation area of Outlot A approximately following the easterly property line of this lot and screening the site from the public street within the development. The site has a high elevation of 968 in the northeast comer of the lot where trees are being preserved, an elevation of 960 at the northern property line and a low elevation of 942 at the southern property line. The proposed finished floor elevation for the northern two-thirds of the building is 963. The equipment bays are 10 feet lower with a proposed floor elevation of 953. The proposed development complies with the development design standards for Chanhassen West Business Park. Staff is recommending approval of the site plan subject to the condition of this staff report. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 3 of 11 BACKGROUND On August 22, 2005, the Chanhassen City Council approved the following: Rezoning of the property located within the Chanhassen West Business Park from Agricultural Estate District (A-2) to Planned Unit Development (PUD) incorporating the development design standards contained within the staff report; Preliminary Plat for Chanhassen West Business Park, plans prepared by Schoell & Madson, Inc., dated June 17, 2005; and Wetland Alteration Permit to fill and alter wetlands within the development, plans prepared by Schoell & Madson, Inc., dated June 17, 2005. APPLICABLE REGULATIONS Chapter 20, Article R, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chanhassen West Business Park Development Design Standards GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Size Portion Placement Three entrances are located on the eastern elevation of the building. Each entry has a red metal canopy hung over the doors. Entrances have four -inch reveals projecting the entrances out from the building. Entrance cornices are two feet higher than the building parapet. Material and Detail The building consists of 12-inch and 8-inch concrete block in burnished and rock -faced texture. Red metal canopies are hung over each of the entries. The building fagade incorporates window and entry patterning along its front with four -inch reveals at the entrances. Entrance cornices are two feet higher than the building parapet. Color The primary building color is hickory (brownish -grey). Accent colors include antique white on the upper portions of building entries and pilasters and concord red (dull red) at the bottom of entries and the base of the pilasters. Entrance canopies are regal red. Accents are provided through the use of four areas of red -glazed block above the entrances. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 4 of 11 Height and Roof Design Building height is 22 feet 8 inches to the top of the parapet at the building entrances which rise above the rest of the parapet two feet. Each entrance will also be covered by a 4-foot wide arched, red metal canopy which clearly identifies the entryways to the building. Mechanical equipment must be screened. Facade transparency The proposed building includes a building elevation that incorporates three entrances, flanked by two sets of double windows and then a triple window combination which are bracketed by pilasters that frame the office areas. Site Furnishing Community features include landscaping, lighting, preserved trees and a sidewalk system out to the public street. Loading Areas, Refuse Area, etc. Service yards, refuse and waste removal, other unsightly areas and truck parking/loading areas are screened from public views by the building and buffer yard plantings. Landscaping Minimum requirements for landscaping include 7,046 square feet of landscaped area around the parking lot, 14 landscape islands or peninsulas, 28 trees for the parking lot, and bufferyard plantings along the west property lines. Applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 7,046 s . ft. 83,162 sq. ft. Trees/ parking lot 28 overstory trees 6 overstory trees 13 understory trees 4 existin trees Islands/parking lot 14 islands or peninsulas 6 islands/peninsulas Applicant does not meet minimum requirements for trees or islands/peninsulas in the parking lot area. Staff recommends that the applicant increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. Staff recommends that the applicant add landscaping to the southern end of the building and parking lot to break up the expanse of wall and provide part of the required plantings for the parking lot requirements. Trees should be native species. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 5 of 11 Lot Frontage and Parking location The building will be set back significantly from the public street behind a screen of preserved trees. Access will be via a private street with the property to the north. Parking is distributed around the building. Building Height Building Setback Parking Stalls Parking Setback Hard Surface Coverage Lot Area WETLANDS Compliance Table PUD Miner Construction 3 stories 1 story 40 feet 22 feet 8 inches N-0'E-30' N-108'E-325' W-30'S-0' W-13TS-50 73 stalls 63 stalls plus 10 stalls shown as proof of parking and 20 additional future parking stalls (if needed) N-0'E-10'* W-20'S-0'* 70% PUD 1 acre N-25'E-245' W-20'S-50' 62% Miner Construction 5.03 acres All wetland impacts should be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. All wetlands and proposed mitigation areas should maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant should install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. All structures (including parking lots) should maintain a 40-foot setback from the edge of the wetland buffer. GRADING, DRAINAGE AND EROSION CONTROL The site will be mass -graded with the developer -installed improvements. After reviewing the detailed grading plan submitted with the site plans, staff recommends that the swale in the southwest corner of the site be filled in to reduce the height of or eliminate the need for the retaining wall on the west side of the site. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 6 of 11 Grade changes in this area will likely slightly change the storm sewer layout behind the building. Based on grade changes on Lot 4, the developer's engineer may wish to reroute the storm sewer extending from the low area on the southwest corner of Lot 5 (north of the Minger site) to connect to the storm sewer behind the Minger building. The grading plan must be revised to show that disturbed areas are restored to at least a 3:1 grade. Due to the design of tractor -trailer loading docks, staff realizes that the paved surface grade will exceed 5% in some locations adjacent to the building. Pipe bollards must be installed around these locations. Erosion Control Silt fence should be installed along the west property edge behind retaining wall near flared end section to minimize sediment erosion. Silt fence should be installed outside of wetland buffer edges. The contractor should use a Wimco or similar catch basin erosion control BMP. All erosion control measures should be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. The contractor should inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. The storm water pond on Outlot A should be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. This development is in the Carver County Watershed Management Area in which Paul Moline and Carver County Planning and Zoning is the Watershed Authority. The plan should be submitted to them for review and comment regarding the County Water Rules. The development will be subjected to the filtration requirement and this plan does not reflect any filtration location. It is unknown if the filtration requirement will be satisfied on other portions of the site. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 7 of 11 SITE CIRCULATION The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. The proposed site plan generally provides good circulation for passenger vehicle and tractor - trailer unit circulation. To better channel traffic, staff recommends that the access for Lot 5 (the property to the north) align with the access to the N inger site. The eastern curb radius of this access to Lot 5 must be adjusted to accommodate the turning radius of a small delivery truck. Tractor trailer turning movements to Lots 4 and 5 for delivery purposes will be to the west of the above -mentioned access. The proposed pavement configuration west of the building will accommodate the tractor -trailer turning radius. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. UTILITIES Public watermain and sanitary sewer will be installed within the shared driveway between Lots 4 and 5. The remaining utilities on the site will be privately owned and maintained, including the storm sewer and the looped watermain. LIGHTING/SIGNAGE The applicant is proposing lighting of the site through the use of wall -pack type light fixtures attached to the building. The lighting must be shielded to prevent off -site glare. Site lighting is required to be directed to the interior of individual lots. Lighting shall be high pressure sodium. No signage is currently shown on the plans. Signage must comply with the PUD standards, City Code requirements and would require a separate sign permit application. MISCELLANEOUS Detailed occupancy related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. RECOAVVIENDATION Staff recommends that the Planning Commission adopt the following motion: Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 8 of 11 "The Planning Commission recommends approval of Site Plan Planning Case #05-27, for a 46,152 square -foot office warehouse building, plans prepared by Schoell and Madson, Inc., dated August 5, 2005, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The building is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. PIV is required on the building water service. 5. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 6. Fire apparatus access road and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 7. A fire apparatus access road shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 8. Temporary street signs shall be installed on street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 9. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 10. An additional fire hydrant will be required in the island off the northeast corner of the building. Contact Chanhassen Fire Marshal for exact location. 11. Comply with Chanhassen Fire Department/Fire Prevention Policy #29-1991 regarding premise identification. 12. Revise the lighting plan to incorporate shielded light fixtures. Lighting shall be high- pressure sodium. 13. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. 14. All wetland impacts shall be mitigated in accordance with the Wetland Alteration Permit for Chanhassen West Business Park. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 9 of 11 15. All wetlands and proposed mitigation areas shall maintain a 16.5 — 20-foot buffer strip around the perimeter of the wetlands. 16. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. 17. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 18. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. 19. Silt fence shall be installed along west property edge behind retaining wall near flared end section to minimize sediment erosion. 20. Silt fence shall be installed outside of wetland buffer edges. 21. The contractor shall use a Wimco or similar catch basin erosion control BMP. 22. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TTypg of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 23. All erosion control measures shall be installed and maintained in accordance with City, Carver County Water Resource Management Area and MPCA permit requirements. 24. A NPDES permit will be needed for the site and a completed SWPPP is needed for the site and should be available at the preconstruction meeting and on site during construction. 25. The contractor shall inspect daily all erosion control measures and perform maintenance on BMPs as needed or required. 26. The storm water pond on Outlot A shall be constructed prior to or concurrent with the development of this site. All storm sewer infrastructure between this site and the outlet into the storm water pond on Outlot A shall be installed prior to or concurrent with this development. Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 10 of 11 27. The applicant shall increase the number of trees and islands/peninsulas in the parking lot to meet minimum landscape requirements. 28. Tree protection fencing shall be installed at the grading limits prior to any construction and remain until construction is completed. 29. The applicant shall locate additional landscaping at the southern end of the property. Native species shall be used. 30. The existing swale west of the parking lot shall be filled in to eliminate or reduce the height of the proposed retaining wall. 31. Retaining walls that exceed four feet in height must be designed by an Engineer registered in the State of Minnesota and require a building permit. 32. If feasible, the proposed storm sewer west of the parking area shall be eliminated and rerouted to the storm sewer system to the east. 33. Disturbed areas must be restored to a minimum 3:1 grade. 34. Pipe bollards must be installed around all locations where the pavement grade exceeds 5%. 35. The eastern access to Lot 4 must align with the eastern access to Lot 5. The radius of the access to Lot 4 must accommodate the turning movement for a small delivery truck. 36. The grey line type shown in the legend should be labeled "by others", not "existing". 37. Verify that the storm sewer on the west side of Lot 4 will be constructed with the site plan improvements for Lot 5 or adjust the line type accordingly. 38. The main drive aisle through the site will be a private street since it serves multiple lots. As such, the road must be a minimum of 26 feet wide, built to a 9-ton design, and enclosed within a 40-foot wide private easement. A cross -access easement must be obtained and recorded before building permit issuance. The developer must submit testing reports verifying that the driveway is built to a 9-ton design. 39. A sidewalk connection to the public street must be constructed. The sidewalk shall be installed on the west side of the eastern site access and on the south side of the private drive. The sidewalk shall include pedestrian ramps at all curbs." ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Public Hearing Notice and Affidavit of Mailing 4. Reduced Copy Site Plan dated 8-5-05 5. Reduced Copy Floor Plan dated 8-5-05 Minger Construction Site Plan Review Planning Case No. 05-27 September 6, 2005 Page 11 of 11 6. Reduced Copy Elevations dated 8-5-05 7. Reduced Copy Preliminary Grading Plan 8. Reduced Copy Preliminary Landscape Plan 9. Lot/Building 4 Rooftop Equipment Site Line 10. Memo to Robert Generous from Mark Littfin dated 8/10/05 11. Letter to Robert Generous from Pete May (Sprint) dated 8/18/05 gAplan\2005 planning cases\05-27 minger construction site plan\staff report minger.doe Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) NOTICE OF PUBLIC HEARING Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized PLANNING CASE NO.0.s27 agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- NOTICEISHEREBYGIVENthat lager and has full knowledge of the facts herein stated as follows: the Chanhassen Planning Commission will hold a public (A) These newspapers have complied with the requirements constituting qualification as a legal hearing on Tuesday, September 6, newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as 2005, at 7:00 P.M. in the Council amended. Chambers in Chanhassen City Hall, ��j� / 7700 Market Blvd. The purpose of (B) The printed public notice that is attached to this Affidavit and identified as No. 46W this hearing is to for a request for Site Plan Reviewiewfor an office/ was published on the date or dates and m the newspaper stated in the attached Notice and said r warehouse building on property Notice is hereby incorporated as part of this Affidavit. Said Mice was cut from the columns of located at Lot 4, Block 2, Chanhassen the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both West Business Park. Applicant: inclusive, and is hereby acknowledged as being the kind and size of type used in the composition Minger Construction. and publication of the Notice: A plan showing the location of the proposal is available for public abodefghuklmnopgrstuvwxyz review at City Hall during regular business hours. All interested Persons are invited to attend this . public hearing and express their `$ opinions with respect to this Laurie A. Hartmann proposal. Bob Generous, Senior Planner b==lIE9ci.cbanbass Email: Subscribed and sworn before me on Phone: o5; No. f' '/' 1131 "7./t� (PubllshedintheChanhaeannVillager on Thursday, August 25, 2005; No. this day of 2005 4501) GNlEN M. RAGUENZ NOTARY PUBLIC - MINNESOTA l4y Commssicn Expires Jan. 31, 2010 Notary Public RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $22.00 per column inch Maximum rate allowed by law for the above matter ................................ $22.00 per column inch Rate actually charged for the above matter ............................................... $11.18 per column inch 'e"NEo CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Todd Gerhardt, being first duly sworn, on oath deposes that he is and was on August 25, 2005, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date he caused to be mailed a copy of the attached notice of Public Hearing for Minger Building Site Plan Review — Planning Case No. 05-27 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. T d Gerhardt, City Subscrib d and swom to before me thi S %ay of 2005. Notary Alklic KIM T. MEUWISSEN 't. Notary Public -Minnesota My Commission Expires Jan 31. 2010 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 6, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for Site Plan Review for an office/warehouse building Planning File: 05-27 Applicant: Min er Construction Property Lot 4, Block 2, Chanhassen West Business Park Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Bob Generous at 952-227-1131 or Questions & e-mail bgenerous@ci.chanhassen.mn.us. If you choose to Comments: 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 at htto://206.10.76.6tweblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing, Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation, Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialrndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Stall person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 6, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for Site Plan Review for an office/warehouse building Plannin File: 05-27 Applicant: Min er Construction Property Lot 4, Block 2, Chanhassen West Business Park Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Bob Generous at 952-227-1131 or Questions & e-mail bgenerous@ci.chanhassen.mn.us. If you choose to Comments: 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 at htto://206.10.76.6tweblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Plannina Stall person named on the notification. site This map is neither a legally recorded map nor a survey and is not nvended W be used as me. Tins map is a compilation of records, information and data located in various city, county, slate and federal offices and other sources regarding Me area shown, and is to be used for reference purposes only The City does not wanant Mat Me Geographic Infomretim System (GIS) Data used to prepare Mist map are error free, and the City does not represent Mel the GIS Data can be used for lavigational. backing or any other purpose requiring exacting measurement of distance or direction or precision in Me depiction of geographic features. If errors or dscrepancies are found Please comtad 952-227.1107. The Preceding disclaimer is provided pursuant to Minnesota Stables §4e6.00, Subd. 21 (2000), and the user of this map acknowled as that Me City shalt no be liable for any damages, antl etpressly waives all deims, and agrees to defend, indemnity, and hdtl harmless the City from any and all claims brought by User, im employees or agents, or third pales which arse col of the users access or use of data provided. This map is nether a legally recorded map non a survey and is not intended to be used as me. This Map is a compilaton of records, information and data located in varous city, county, state and federel offices and other scumes regarding Me area shown, and is to be used for reference purposes only. The City does M warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navlgahund, tracking or any other purpose requinng exacting measurement of distance or directim or precision In the depiction of geographic features. If evors or discrepancies are found please contact 952 227-1107, The Preceding disclaimer Is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not the liable tar any damages. and expressly waves all claims, and agrees to defend. Inderrn,ty, and hdtl hamnss the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. Public Hearing Notification Area (500 feet) Minger Office/Warehouse Building Planning Case No. 05-27 Lot 4, Block 2, Chanhassen West Business Center City of Chanhassen r v e ee n r n 10 N Bri B m reek \ Z. L BriOle C �I O C'F U Sere peep Srene Creek LnW N s A Subject Site a 2 O �rOee Creek Dr 71 Lyman Blvd (C. R. 18) Ymdn e�4 a � g i �I i 1 � � N Y N m 14 i t U I U _T O i .- U i i 9 4275 NOREX LLC ROGER A & GAYLEEN M SCHMIDT JEFFREY A & CYNTHIA L OLSON 5354 PARKDALE DR 8301 GALPIN BLVD 2520 BRIDLE CREEK TRL MINNEAPOLIS , MN 55416 -1603 CHANHASSEN, MN 55317 -9413 CHANHASSEN, MN 55317 -9372 GINO R TENACE 8 SCOTT T MURPHY & ROBIN S MARSH-TENACE JEFFREY J & CREEK T R SEBENALER LORI A BOETTCHER-MURPHY 2557 BRIDLE CREEK TRL CHANHASSEN, BRIDLE CREEK TRL 2550 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN, MN 55317 -9372 CURTIS J & MARGARET A ZOERHOF REILLY M DILLON & STEPHEN D & PATRICIA V PETERS 2530 BRIDLE CREEK TRL STEPHANIE GIMBLE-DILLON 2536 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9372 2542 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9372 CHANHASSEN, MN 55317 -9372 DAVID E & MONICA L KILBER JEANNE M LINDBERG ALAN W JR & CATHERINE D HECHT 2470 BRIDLE CREEK TRL 2480 BRIDLE CREEK TRL 2490 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9369 TIMOTHY R CAHLANDER & ALEXANDER D DONALDSON & STEVEN G & DEBORAH A WATTS KARLA B PLADSEN-CAHLANDER ELETA M DONALDSON 2563 BRIDLE CREEK TRL 2495 BRIDLE CREEK TRL 2460 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN. MN 55317 -9369 MICHAEL C & KRISTIN M MATTSON CRAIG W & DANA A JOHNSON THOMAS M & MARCIA A KLADEK 2560 BRIDLE CREEK TRL 2450 BRIDLE CREEK TRL 2491 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN, MN 55317 -9369 CHANHASSEN , MN 55317 -9369 LEGEND HOLDINGS LLC FRANK J & REBECCA A LAENGLE C/O LEWIS W ILLIAM G & KAREN N LOOMIS 2440 BRIDLE CREEK TRL 11750 OLD GEORGETOWN RD 2567 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9369 APT 2202 CHANHASSEN, MN 55317 -9372 ROCKVILLE , MD 20852 -2652 JAY & FAITH M CUTLER CHARLES L & BARBARA C NICKOLAY KARILYNN KIRMEIER 2430 BRIDLE CREEK TRL 2420 BRIDLE CREEK TRL 2410 BRIDLE CREEK TRL CHANHASSEN. MN 55317 -9369 CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9369 STEVEN W & SARAH S DALE SCOTT & AMY C KAEHLER GENE M & BEVERLY G HERMES 2487 BRIDLE CREEK TRL 2380 BRIDLE CREEK CIR 2571 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317-9338 CHANHASSEN, MN 55317-9372 DANIEL R & SHELLEY R LUNA SCOTT P & LESLIE M LOEHRER JEFFREY L & HANNAH R CROMETT 2483 BRIDLE CREEK TRL 2370 BRIDLE CREEK CIR 2471 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN, MN 55317 -9338 CHANHASSEN , MN 55317 -9369 CLARENCE E & LIEVA L SCHMIDT CRAIG V & NINA F WALLESTAD ANGILBERTO HERNANDEZ & 2461 BRIDLE CREEK TRL 2475 BRIDLE CREEK TRL LAURIE HERNANDEZ CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 2451 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 THOMAS J RADERMACHER & PAUL M & CONSTANCE M PALMER STEVEN J & NANCY J CAVANAUGH JOELLEN ANTONSON RADERMACHER 2360 BRIDLE CREEK CIR 2441 BRIDLE CREEK TRL 2479 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9338 CHANHASSEN , MN 55317 -9369 CHA PETER & LUANN SIDNEY BARRY & MARY L LABOUNTY RODNEY H & JANICE C MELTON 2431 BRIDLE CREEK TRL 2421 BRIDLE CREEK TRL 2413 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 MARK & CHRISTINE FISCHER ANDREW M DINGMAN & CALVIN DISCHER 2407 BRIDLE CREEK TRL STEPHANIE J DINGMAN 5476 WOODLAND RD CHANHASSEN , MN 55317 -9369 2403 BRIDLE CREEK TRL MINNETONKA , MN 55345 -5658 CHANHASSEN , MN 55317 -9369 RICHARD B BURY SAMUEL O & KIMBERLY A STIELE MERLE D & JANE VOLK 4175 TRILLIUM LN E 2375 BRIDLE CREEK CIR 16925 CO RD 40 MOUND, MN 55364 -7730 CHANHASSEN . MN 55317 -93B8 CARVER. MN 55315 -9635 JEFFREY D & REBECCA R BRICK CHARLES E & DIANA L KIRCHOFF KEVIN M & CATHLEEN A DILORENZO 2365 BRIDLE CREEK CIR 2355 BRIDLE CREEK CIR 2382 STONE CREEK LN W CHANHASSEN . MN 55317 -9338 CHANHASSEN , MN 65317 -9338 CHANHASSEN , MN 55317 -7413 WILLIAM G JR & PAMELA FRANZEN JAMES A & LAURIE LISIGNOLI CHARLES O & ERIN M BUSALACCHI 2370 STONE CREEK LN W 2356 STONE CREEK LN W 2342 STONE CREEK LN W CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 LBI ACQUISITION CORP CIO CHEF SOLUTIONS: L PETRICH TOM & SOMMANA MONTHISANE RICHARD B & CHRYSAUNA A BUAN 20 N MARTINGALE 2381 STONE CREEK LN W 2369 STONE CREEK LN W SUITE 600 CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 SCHAUMBURG , IL 60173 -2417 WILLIAM A & LORRAINE RODRIGUEZ DAVID G & YAEL M RUBIN BRIAN C & SALLY L SNABB 2357 STONE CREEK LN W 2345 STONE CREEK LN W 2333 STONE CREEK LN W CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 THOMAS E & MARY K WITEK JEFFREY J & ABIGAIL M WILSON MARK SUNDQUIST 2318 STONE CREEK DR 2332 STONE CREEK DR 2374 STONE CREEK DR CHANHASSEN , MN 55317 -7403 CHANHASSEN , MN 55317 -7403 CHANHASSEN , MN 55317 -7403 JAMES D & TRACI L LEONARD JOHN F & LAURIE SULLIVAN THE NORDICK GROUP INC 2360 STONE CREEK DR 2346 STONE CREEK DR 67512TH AVE NE CHANHASSEN, MN 55317-7403 CHANHASSEN, MN 55317-7403 WEST FARGO, NO 58078-3502 RODDY Y & LAURIE L W ZIVKOVICH 2337 BOULDER RD CHANHASSEN, MN 55317-7401 DANIEL J & PAMELA J CULHANE 2333 BOULDER RD CHANHASSEN, MN 55317-7401 JEFFREY J & KARLA M ALTHOFF 2326 BOULDER RD CHANHASSEN, MN 55317-7401 CHARLENE A STENDER 2321 BOULDER RD CHANHASSEN, MN 55317-7401 DONALD W & CATHY BORGMANN 2308 BOULDER RD CHANHASSEN, MN 55317-7401 DELORIS B HOLASEK LIVING TRUST C/O DELORIS HOLASEK 8610 GALPIN BLVD CHANHASSEN, MN 55317-9413 RICHARD F RIEGERT C/O RIEKER ENTERPRISES 7875 187TH ST BELLE PLAINE , MN 56011 -8932 THOMAS V & BEVERLY L ANTILLEY 2361 STONE CREEK DR CHANHASSEN. MN 55317 -7403 ALOTA PROPERTIES LLC 4035 NOREX DR CHASKA , MN 55318 -3043 KELLY K MORLOCK & SARA B ROMANSKI-MORLOCK 2325 BOULDER RD CHANHASSEN, MN 55317 -7401 JAMES M & JENNIFER D LARRANAGA 2318 BOULDER RD CHANHASSEN. MN 55317 -7401 RORY D & AMY J LEA 2313 BOULDER RD CHANHASSEN, MN 55317 -7401 SCOTT T & NICOLE M BRUSH 2301 BOULDER RD CHANHASSEN, MN 55317 -7401 D M HEAD LP 2738 WINNETKA AVE N GOLDEN VALLEY, MN 55427 -28W JOSHUA T KRIENKE & CHRISTINA A KRIENKE 2375 STONECREEK DR CHANHASSEN. MN 55317 -7403 JOEL E & HEIDI M LEHRKE 2329 BOULDER RD CHANHASSEN, MN 55317 -7401 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN , MN 55317.7401 DOUGLAS G & SARAH P HIPSKIND 2317 BOULDER RD CHANHASSEN, MN 55317 -7401 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN. MN 55317 -7401 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN, MN 55317 -7401 Carver County GIS Mapping Application jig �� ► KKK` Map healed 6y6ner Comt/s AS Legend Nwd red IA Kgmays MN Nipheays - MAN Map Created on: cm" aaaes �� 8-12-2005 Wes Carver Panels County Ienal P . 207 This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.05-27 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, September 6, 2005, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review for an officetwarehouse building on property located at Lot 4, Block 1, Chanhassen West Business Park. Applicant: Minger Construction. A plan showing the location of the proposal is available for public review at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Bob Generous, Senior Planner Email: beenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on August 25, 2005) ulscialmw The MP is neither a legally recorded map nor a survey and is not intended to oe used as one. This MP is a cwrgilation of records, information and data located in various cry, county, slate and federal offices and other sources regaidng the area shovm, and is to be used for mferenca purposes only. The City does not warrant that die Geographic Infonretion System (GIS) Data used to prepare Nis Itself are error free, and Me City does not represent that the GIS Data can W used for navigational, traddng or any Winer purpose regtndng in aclimp ereavuemenl of distance or direction or precsion in the depiction of geographic features. If errors or disorepancies are tomvmd please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Stables §466,03, Subd. 21 (201 and the user of thls map acl noMedgea that the City shall not be liable for arty damages, and espressly waives all darn, and agrees to defend, Indennity, and hold hamdess the City from any and all chins brought Dy User, its employees or agents, or Nird pads yTirh vise Rota Ne u3ers• Ruse d data provided. _ °i �} ], L• $ Z L 3 U r_ rJ ri 4�yi4ASg4y w25•pg CITY OF CHANHASSE -4-*" 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.b.chanhassen.mn. us [[METER + `f 8013768 if golVcD SU 0 U Zoos cm OF GH^NH^SSEN 4275 NOREX LLC 5354 PARKDALE DR MINNEAPOLIS , MN 55416 -1603 1111111 It lit ill ill I lit lilt l If III III f lit lflllh If lit (fit IIIIIII I &otice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 6, 2005 at 7:00 p.m. Location: City Hall Council Chambers 7700 Market Blvd. Proposal: Request for Site Plan Review for an office/warehouse building Planning File: 05-27 Applicant: Min er Construction Property 1tot 4, Block 2, Chanhassen West Business Park 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 thls During the the Chair project. meeting, will lead the Oublic hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Bob Generous at 952-227-1131 or Questions & e-mail bceneroustilici.chanhassen.mn.us. If you choose to Comments: 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 at htto://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any Interested party Is Invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUnclustrial. • 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 spokespersoNrepresentative Is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included In the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. aCAMNEa City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 FHMSEN To: Patrick Minger Minger Construction 8470 Galpin Boulevard Chanhassen, MN 55317 Ship To: Invoice SALESPERSON DATE TERMS KTM 8/25/05 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 82 Property Owners List within 500' of Lot 4, Block 2 Chanhassen West Business Center (82 labels) $3.00 $246.00 TOTAL DUE $246.00 Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #05-27. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED Public Heari?g Notification Arel (500 feet) Minger Office/Warehouse Building Planning Case No. 05-27 Lot 4, Block 2, Chanhassen West Business Center City of Chanhassen r r N Y ri N e � I 16 reed Uenaia ca — w- O T M U I� s Cr.. $IOpB CreekNW N A Subject Site a C O O b^e Creek�� 11 m Lyman Blvd (C. F. 18) Ymd' e�L a /p 9 J m v Y N N R � t L U � L U 0 U i V r,. r 9 m 4275 NOREX LLC ROGER A & GAYLEEN M SCHMIDT JEFFREY A & CYNTHIA L OLSON 5354 PARKDALE DR 8301 GALPIN BLVD 2520 BRIDLE CREEK TRL MINNEAPOLIS , MN 55416 -1603 CHANHASSEN , MN 55317 -8413 CHANHASSEN , MN 55317 -9372 GINO R TENACE 8 SCOTT T MURPHY & ROBIN S MARSH-TENACE JEFFREY J 8 ANDREA R SEBENALER LORI A BOETTCHER-MURPHY 2557 BRIDLE CREEK TRL CHANHASSEN CHA , 2499 BRIDLE CREEK TRL MN 55317 -9369 BRIDLE CREEK TRL CHAHANHASSEN , MN 55317 -9372 HANHASSEN , MN 55317 -9372 CURTIS J & MARGARET A ZOERHOF REILLY M DILLON & STEPHEN D & PATRICIA V PETERS 2530 BRIDLE CREEK TRL STEPHANIE GIMBLE-DILLON 2536 BRIDLE CREEK TRL CHANHASSEN , MN 55317.9372 2542 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN . MN 55317 -9372 DAVID E & MONICA L KILBER JEANNE M LINDBERG ALAN W JR & CATHERINE D HECHT 2470 BRIDLE CREEK TRL 2480 BRIDLE CREEK TRL 2490 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 TIMOTHY R CAHLANDER & ALEXANDER D DONALDSON & STEVEN G & DEBORAH A WATTS KARLA B PLADSEN-CAHLANDER ELETA M DONALDSON 2563 BRIDLE CREEK TRL 2495 BRIDLE CREEK TRL 2460 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 MICHAEL C & KRISTIN M MATTSON CRAIG W & DANA A JOHNSON THOMAS M & MARCIA A KLADEK 2560 BRIDLE CREEK TRL 2450 BRIDLE CREEK TRL 2491 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 LEGEND HOLDINGS LLC FRANK J & REBECCA A LAENGLE C/O LEWIS WILLIAM G & KAREN N LOOMIS 2440 BRIDLE CREEK TRL 11750 OLD GEORGETOWN AD 2567 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 APT 2202 CHANHASSEN , MN 55317 -9372 ROCKVILLE , MD 20852 -2652 JAY & FAITH M CUTLER CHARLES L & BARBARA C NICKOLAY KARILYNN KIRMEIER 2430 BRIDLE CREEK TRL 2420 BRIDLE CREEK TRL 2410 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9369 CHANHASSEN , MN 55317 -9369 STEVEN W & SARAH S DALE SCOTT & AMY C KAEHLER GENE M & BEVERLY G HERMES 2487 BRIDLE CREEK TRL 2380 BRIDLE CREEK CIR 2571 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9338 CHANHASSEN , MN 55317 -9372 DANIEL R & SHELLEY R LUNA SCOTT P & LESLIE M LOEHRER JEFFREY L & HANNAH R CROMETT 2483 BRIDLE CREEK TRL 2370 BRIDLE CREEK CIR 2471 BRIDLE CREEK TRL CHANHASSEN , MN 56317.9369 CHANHASSEN , MN 55317 -9338 CHANHASSEN , MN 55317 -9369 • CLARENCE E & LIEVA L SCHMIDT CRAIG V & NINA F WALLESTAD ANGILBERTO HERNANDEZ & 2461 BRIDLE CREEK TRL 2475 BRIDLE CREEK TRL LAURIE HERNANDEZ CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9369 2451 BRIDLE CREEK TRL CHANHASSEN, MN 55317-9369 THOMAS J RADERMACHER& JOELLEN ANTONSON RADERMACHER PAUL M & CONSTANCE M PALMER STEVEN J & NANCY J CAVANAUGH 2479 BRIDLE CREEK TRL 2360 BRIDLE CREEK CIR 2441 BRIDLE CREEK TRL CHANHASSEN, MN 55317-9369 CHANHASSEN, MN 55317-9338 CHANHASSEN, MN 55317-9369 PETER & LUANN SIDNEY BARRY & MARY L LABOUNTY RODNEY H & JANICE C MELTON 2431 BRIDLE CREEK TRL 2421 BRIDLE CREEK TRL 2413 BRIDLE CREEK TRL CHANHASSEN, MN 55317-9369 CHANHASSEN, MN 55317-9369 CHANHASSEN, MN 55317-9369 MARK & CHRISTINE FISCHER ANDREW M DINGMAN & CALVIN DISCHER 2407 BRIDLE CREEK TRL STEPHANIE J DINGMAN 5476 WOODLAND RD CHANHASSEN, MN 55317 -9369 2403 BRIDLE CREEK TRL MINNETONKA , MN 55345 -5658 CHANHASSEN, MN 55317 -9369 RICHARD B BURY SAMUEL O & KIMBERLY A STIELE MERLE D & JANE VOLK 4175 TRILLIUM LN E 2375 BRIDLE CREEK CIR 16925 CO RD 40 MOUND, MN 55364 -7730 CHANHASSEN, MN 55317 -9388 CARVER, MN 55315 -9635 JEFFREY D & REBECCA R BRICK CHARLES E & DIANA L KIRCHOFF KEVIN M & CATHLEEN A DILORENZO 2365 BRIDLE CREEK CIR 2355 BRIDLE CREEK CIR 2382 STONE CREEK LN W CHANHASSEN, MN 55317-9338 CHANHASSEN. MN 55317-9338 CHANHASSEN, MN 55317-7413 WILLIAM G JR & PAMELA FRANZEN JAMES A & LAURIE LISIGNOLI CHARLES O & ERIN M BUSALACCHI 2370 STONE CREEK LN W 2356 STONE CREEK LN W 2342 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 CHANHASSEN , MN 55317 -7413 CHANHASSEN, MN 55317 -7413 LBI ACQUISITION CORP C/O CHEF SOLUTIONS: L PETRICH TOM & SOMMANA MONTHISANE RICHARD B & CHRYSAUNA A BUAN 20 N MARTINGALE 2381 STONE CREEK LN W 2369 STONE CREEK LN W SUITE 600 CHANHASSEN, MN 55317 -7413 CHANHASSEN, MN 55317 -7413 SCHAUMBURG , IL 60173 -2417 WILLIAM A & LORRAINE RODRIGUEZ DAVID G & YAEL M RUBIN BRIAN C & SALLY L SNABB 2357 STONE CREEK LN W 2345 STONE CREEK LN W 2333 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 CHANHASSEN. MN 55317 -7413 CHANHASSEN. MN 55317 -7413 THOMAS E & MARY K WITEK JEFFREY J & ABIGAIL M WILSON MARK SUNDQUIST 2318 STONE CREEK DR 2332 STONE CREEK DR 2374 STONE CREEK DR CHANHASSEN. MN 55317 -7403 CHANHASSEN. MN 55317 -7403 CHANHASSEN, MN 55317 -7403 E JAMES D & TRACI L LEONARD JOHN F & LAURIE SULLIVAN 2360 STONE CREEK DR 2346 STONE CREEK DR CHANHASSEN, MN 55317 -7403 CHANHASSEN. MN 55317 -7403 RODDY Y & LAURIE L W ZIVKOVICH THOMAS V & BEVERLY L ANTILLEY 2337 BOULDER RD 2361 STONE CREEK DR CHANHASSEN, MN 55317-7401 CHANHASSEN, MN 55317-7403 DANIEL J & PAMELA J CULHANE ALOTA PROPERTIES LLC 2333 BOULDER RD 4035 NOREX DR CHANHASSEN , MN 55317 -7401 CHASKA . MN 55318 -3043 JEFFREY J & KARLA M ALTHOFF KELLY K MORLOCK & 2326 BOULDER RD SARA B ROMANSKI-MORLOCK CHANHASSEN , MN 55317 -7401 2325 BOULDER RD CHANHASSEN. MN 55317-7401 CHARLENE A STENDER JAMES M & JENNIFER D LARRANAGA 2321 BOULDER RD 2318 BOULDER RD CHANHASSEN, MN 55317-7401 CHANHASSEN. MN 55317-7401 DONALD W & CATHY BORGMANN RORY D & AMY J LEA 2308 BOULDER RD 2313 BOULDER RD CHANHASSEN, MN 55317-7401 CHANHASSEN, MN 55317-7401 DELORIS B HOLASEK LIVING TRUST SCOTT T & NICOLE M BRUSH C/O DELORIS HOLASEK 2301 BOULDER RD 8610 GALPIN BLVD CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 55317-9413 RICHARD F RIEGERT D M HEAD LP C/O RIEKER ENTERPRISES 7875 187TH ST GOLDEN E NVALLENETKA AVE N BELLE PLAINE , MN 56011 -8932 GOLDEN VALLEY, MN 55427 -2850 THE NORDICK GROUP INC 675 12TH AVE NE WEST FARGO , NO 58078 -3502 JOSHUA T KRIENKE & CHRISTINA A KRIENKE 2375 STONECREEK DR CHANHASSEN, MN 55317-7403 JOEL E & HEIDI M LEHRKE 2329 BOULDER RD CHANHASSEN, MN 55317-7401 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN, MN 55317-7401 DOUGLAS G & SARAH P HIPSKIND 2317 BOULDER RD CHANHASSEN, MN 55317-7401 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN, MN 55317-7401 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN, MN 55317-7401 CITY OF CHANHASSEN • • 7700 MARKET BLVD CBANHASSEN MN 55317 Payee: VOLK MINGER PROPERTIES Date: 09/12/2005 Time: 12:36pm Receipt Number• EE / 6634 Clerk: BETTY DEV INSP WEST BUS PK, GIS LISTS PLANNING CASE 05-27, 05-23 ITEM REFERENCE AMOUNT ------------------------------------------- GIS PL CASE 05-27, 05-23, DEV INSP GIS LIST 495.00 DEV INSP 82.50 --------------- Total: 577.50 Check 2412 577.50 --------------- Change: 0.00 THANK YOU FOR YOUR PAYMENT! 6CANNED Location Map Chanhassen West Business Park Planning Case No. 05-23 8470 Galpin Boulevard City of Chanhassen � e es e r n n e Bp soya C 3 Sro�C klnW y S o e reef !� ^o D Subject Site 9. a j Dr C 6 O �ooe Creek Dt p Lyman Blvd (C.R. 18) Cymdn � a� P 9 �e i C A Y d N N l0 N O L t � U O L U U n m SCANNED Date: August 9, 2005 To: Development Plan Referral Agencies From: Planning Department City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 By: Bob Generous, Senior Planner Subject: Request for Site Plan Review for office/warehouse building on property located at Lot 4, Block 1, Chanhassen West Business Park. Applicant: Minger Construction. Planning Case: 05-27 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 5, 2005. The 60-day review period ends September 27, 2005. 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 September 6, 2005 at 7:00 p.m in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 26, 2005. 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 c. Planning — Paul Moline S. 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 13. City of Chaska — Kevin Ringwald SCANNEC FLLAst CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION and Address: Contact:_ pe k,r;,L AA,,ger Phone: 4SZ K?o 11s3 Fait: Email: Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review _ Site Plan Review' 5002 + IO'Pci (000 sf �'f1o115Z 4F)Subdivision" / Planning Case No. US -a CITY OFCHhxl' h�� REc_ AUG 5 2005 CHANHASSEN PLANNINn nee. Owner Name and Address: %Jolk Miaeer Parhltrs( n karre.. AvVW ST3l? Contact: As!-.rc(. AAf-yv Phone: q5t4-b 1753 Fax: Email: Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Sign" - $75 + $100 Damage Deposit 5Et Boo G. X Escrow for Filing Fees/Attorney Cost"' so At - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ IC 16 oc' An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 6Y2" X 11" reduced copy for each plan sheet along with a digital cot) in TIFF -Group 4 ('.tif) format. " Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. SCANNED Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: LOCATION: Lot `i (� LEGAL DESCRIPTION: Q6OCk l ttO��lnasr� k7uStnerr A"- �Neri" TOTALACREAGE: 5• O 3 WETLANDS PRESENT: YES X NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION:" REASON FOR REQUEST: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. 1 S Sig�dddature of___ApI nth Date O -/or Signature of Fe caner Date WplanVorms\Development Review Application.DOC Rev. 4/05 05-27 Minger Building $ 960 Site Plan Review - $500 + $10 per 1000 sq ft (46,152 sq ft) 50 Recording Escrow $1010 TOTAL FEES Karen C. Minger paid $1010 on 8/5/05 Check #7759 SCANNED CITY OF CHANHASSEN 7700 MARKET BLVD CHANHASSEN MN 55317 Payee: KAREN MINGER Date: 08/09/2005 Time: 11:26am Receipt Number: DW / 6440 Clerk: DANIELLE 05-27 MINGER BUILDING ITEM REFERENCE AMOUNT ----- DEVAP 05-27 MINGER BUILDING USE & VARIANCE 960.00 RECORDING FEES 50.00 Total: --------------- 1,010.00 Check 7759 1,010.00 Change: --------------- 0.00 THANK YOU FOR YOUR PAYMENT! SCANNED 8-22-2005 12:44PM FROM HOUWMAN ARCHITECTS 651 639 9726 M Fax Cover Sheet RIVIAN A,l;l i,ii;"13 533 Third Street SW New Brighton, MN 65112 Ph: 651.631.0200 lex: 651.639.9726 (email' architocts(a)houwman com) An Attire — Acgoa Egoal Opp,, w jty Employe, If you do not rxceive- sM the pageaef this fax,please can HouwMAN:.... ARCMTECTS at (6sl)-01-02M CONFIDENTIAL FAX The information -. contained `:ih .this. facsimile is privileged.. and- ,confidential information =mdcd only for The use of the :individual . named on the -cover,5hcct. If the reader .of this message is not; the .intended recipient, or the. employee :or agent responsible to deliver it to the. intended reeipicK you ` am herebv rtotlfiedthat any 'dissetninatiiotr,. distribution, or ocpyittg of....this communication: is stictly prohibited, If .you have received this cotoinunication in error,- ,Please immediately :notity Houwman Architecta'by telephone, and retum the original message to the.address .listed above via the Us. Postal System: -Thank you. To: Mark Undestad / Ben Merriman At: Eden Trace Corporation Fx No.: 952-361-0723 Ph No.: 952-361-0722 Date & Time: 8-22-05 1:36 PM From: Jason / Brian 2 Page(s) total (including this cover sheet) Re: Minger Building - Chanhassen Site Message: Mark, Ben / Bob — Here is the "site line" view from the east property line- Please give us a call with any questions. Thank you. Jason Copy to: Bob Generous 952-227-1110 ppppp-- 00, et. Temporary Cold Storage Permit Proposal 8470 Galpin Blvd. Chanhassen, Mn. 55317 September, 2005 zl - '--&b C!enelzau-s Temporary Storage Gothic Style PRODUCT: Gothic Style House SIZE: 30' x 96' Contains 1.66" 14 gauge frame @ 4'o.c.. Wind bracing and Crossbar package will be installed @ 8' o.c. Structure will be set on 2'x4'x6' concrete blocks for added height. Overall height will be 16'8". SHEETING: Raven Industries Dura-Skrim 12WB Structures I MDM 30' Gothic Style House The 30' Gothic Style house is the workhorse of our product line. It is an ideal year-round structure featuring 1.66" 14 ga. bogs spaced 4' on center. Bows may be spaced on 6' centers which reduces the cost by approximately 33% on the frame where no snow loads will be incurred or if the poly is taken off during the winter. The 30' width makes an excellent work area and is ideal for rolling benches. Any length is available in 4' or 6' increments. Optional crossbar assemblies. extended stakes and wind bracing packages are available. Five purlins are available as an option for extra runs of hanging baskets. Use 42' poly on the standard house and 48' with extended stakes. Working Height Measured from the side wall. Width 1' 3' 5' 7' 9' 11' 13' Peak Heightwith 28"stakes 4' 6' 6'8" 7'5" 8'2" 8'11" 9'8" 10'4" Height with 6'4" 8,4" g' g'g" 10'6" 11"3" 12' 12'8" 56"stakes Windbracing Package Additional bracing for end walls. Consists of 4 pieces 1.315" x 1 S rd. tubing. 8 each 1 5/8" x 1 3/8" cross connectors. 8 each 3'4" tek screws. t Crossbar Package Optional crossbars give additional support using brace bands as connectors. Crossbars consist of 4-1 5,8" brace bands. 8-1 3 8" brace bands. 6-5'16" x 3 carriage bolts and nuts, 1-1315 x 15' round. crossbar. 2-1.315 x 18" round uprights. 1.90" Stake Driver Used to drive in the stakes without deforming the ends. Works well with a post driver. Stake Driver 2 • Please call to confirm current pricing L PRODUCT DESCRIPTION DURA•SKRIM 8BBR, 8WB, 12BBR and 12WB consist of two sheets of high -strength polyethylene ,�„ P1rtm �Fu� film laminated together with a third layer of molten polyethylene. The white Mae a� outer layer (DURA•SKRIM 8WB and 12WB) contains UV inhibitors and thermal stabilizers and the black outer layer(s) contains carbon black to enhance outdoor life. The white outer A A� I ayer is also designed to reduce heat RIRnMBE Fir build up and condensation. A heavy scrim reinforcement placed between these plies greatly enhances tear resistance and increases service life. DURA•SKRIM's heavy-duty diamond reinforcement responds to tears immediately by surrounding and stopping the tear. PRODUCT USE DURA•SKRIM 8BBR, 8WB, 12BBR and 12WB are used in more demanding applications requiring high tear resistance. They perform well as medium weight liners or covers. These products meet or exceed ASTM E-1745 Class "C" standard as an underslab vapor retarder. SIZE & PACKAGING DURA•SKRIM 80113111, 8WB, 128BR and 12WB are available in a variety of widths up to 80,000 square feet. All panels are accordion folded and tightly rolled on a heavy-duty core for ease of handling and time saving installation. Temporary Rain Shed Cover INDUSTRIES !Ji III English Metric English Metric APPEARANCE Black/Black or White/Black BlackBlack or White/Black THICKNESS, NOMINAL 8 mil 0.20 mm 12 mil 0.30 mm WENKNT PER MSF 40 Ibs 18 kg 60 Ibs. 27 kg CoNSTRUOMN Extrusion laminated with scrim reinforcement *10 TENSILE STRENGTH ASTM D751 52 Ibf. 231 N 59 Ibf. 263 N ELoNN&ATHIN AT BREAK ASTM D751 600% 600% 650% 650% *GRAB TENSILE ASTM D751 70 Ibf. 312 N 90 Ibf. 400 N *TRAPEmro TEAR ASTM D4533 55 Ibf. 245 N 72 Ibf. 320 N HTORoSTATIC RESISTANCE ASTM D751 70 psi 482 kPa 100 psi 689 kPa MAxIMuM USE TEMPERATURE 180OF 820C 180OF 820C MINIMUM USE TEMPERATURE -70OF -570C -70OF -5rC PERMEAELLTT WVTR ASTM E96 Procedure B 0.030 g/100W/day 0.46 0.023 g/100in"/day 0.35 g/m'hfay PERM RATwe ASTM E96 Procedure B 0.066 U.S. Perms 0.044 Metric Parma 0.051 U.S. Perms 0.034 Metric Perms 'Tests am an average of diagonal diwtions. DURA*SKRIM 8 and 12 both meet or exceed ASTM E-1745, Class "C' standard for water vapor retarders used in contact with soil or granular fill under concrete slabs. DURA+SKRIM 8BBR, 8WB, 12BBR and 12WB are four layer reinforced extrusion laminates. The black outer layers consist of a high -strength polyethylene film containing carbon black. The white sides contain UV and thermal stabilizers. DURA*SKRIM 8BBR, 8WB, 12BBR and 12WB are reinforced with a minimum of a 1000 denier scrim laid in a diagonal pattern spaced 318" apart with an additional machine direction scrim every 3" across the width. The individual plies are laminated together with molten polyethylene. Note: To the best of our knowledge, these are typical property values and are intended as guides only, not as specification limits. NO WARRANTIES ARE MADE AS TO THE FITNESS FOR A SPECIFIC USE OR MERCHANTABILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage. PLANT LOCATION , SALES OFFICE Sioux Falls, South Dakota INDUSTRIES Flexible Films Department www.dura-skrim.com P.O. Box 5107 Sioux Falls, SO 57117-5107 (605) 335-0174 (605) 331-0333 - FAX EAST ELEVATION NO SCI X ENTRY ELEVATION DEvaOp ; BLILDM DW\II2 A*00 EDEN TRACE 8156 MALLORY COURT OiANHASSEN, MN 55317 )952) 3610722 FAX (852) 361U723 MINGER CONSTRUCTION DATE: 8-5-05 HUMAN JOB # 0048BDDOO (651) 631-0200 (FAX) 63"726 SCANNED RYA L NNAWMAN d mwv my u. mnm uayaMun w[ari ,u�r,•h Nx.i...��a RINGER CONSTRUCTION CHANHASYN WS7 6USNESS PARK, LOT A EDEN TRACE CITY OF RECEIVED • '[� 7Ni;M Z V SEP 16 2005 PRELIMINARY 9 ONLY NOT FOR CHANHASSEN PLANNING CONSTRUCTION DEPT Exl CONDITIONS PLAN§ a� $ n.w i omvo LL Eaosax cahm� hone EPJS� h SEpMENE�—It hIFM (� ■r {:-- y r u L7rL_. �D I f / ( 1 M V !r f I _ RAoIICSED ITIGIT TVNO YAATWN R 111WMAN hA i'Y ILE 8tlnN1 fl Mehev�. R LLW� �w T q m s ....ec.. awnv.. v..o -w- _anus mm>.mw 000s oMINGER ~ .r m nw `•n� —� CONSTRUCTION CNANHAL4 PAR BIMA A M ST N r EDEN �L TRACE A` ew euiur mur ou»uevi. w an ,w Ouasm ru (nR awru i PRELIMINARY Y ONLY NOT FOR .f CONSTRUCTION a a GRADING PLAN vu vwa.. w.aa.wxem� � �Nmura.�wm w n menv.V Yu Y n1 Y�j L lle sews s m.a.Y.. ow. uaro ER CONSTRUCTION Q rcnm CHANHASSEN NEST uaio onnY.m.0 u BVSMESS PAPN, LOT A . ♦ awe. ro.iYYI Aww.YSN`" o prt. M� + Yvn mas EDEN TRACE maawm IY (Wa MI-0)i) PRELIMINARY ONLY NOi FOR CONSTRUCTION Ri R a a r w.airo c� UTILITY PLAN 8 _....._.._ :: c 3 C}AYN01 a,y- .I 7' rc 1 �h s�jl Mil mas CIl}}la7tt rrluivr:KWa r: a1AIBA9 mid MMSE a a.S...Tr,r ns w1...,.. na L cr c E c11}Gtl61 co.ni�°s: exe mn _06sw API Y ♦ rrwr 4 : san�enssa} andvrrc. uxe— _ + ,A.~ � ii7f ceuuim n •turn :x�; �PH�: liia ®1}Ylm � a�ynci�ii �e� rn an N_ c}Oal1aO _rmt"f ®it1AABa} nxc.a:. na. IIIWNAN W,tELLS .r MINCER CONSTRUCTION CHMHASYN MST BUSWSS PMM, LOT M EDEN TRACE ew wux. rwa, a+w.xm. wJvn Invl n om m Tum x!-om PRELIMINARY 33 ONLY NOT FOR `a CONSTRUCTION �g a a g y` DE TAILS xai$� oimm C4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w€Twl�l� =PLANT LEGEND Omm u6rnwa x„ O "L"aliumrunu �w: dai �..rvrr n.un rxn °ob snwsr nnxw.a r 7LArvosL�Ar> ODr,..o.E.,,..� .o�,,.,w.,n.,..,..m. .,,wn...r...r,.a .r.....nrt o• —...r.......nn. .n r..r. .......:..........Q.r-a .....x r•. .u.--.�. .. . e.n..z...nr..rw re ..uµn ww .xa'n ..ur..x4.w w.onu - ::der"�'.:5.�.,....r.......n..,.,..,,...,.n.,. .,.a. ,orm.. ,....a...,.w. M LANDSCAPE REQUIREMENTS- =PLANT SCHEDULE- LOT 4 _ _ Lg44t!• NNNWMAN A H C H I I I C I S �frsPr'a-n, MINGER 9cM1o&I S MMean. Inc. i •esa oaoe CONSTRUCTION CHANNASSLN MSI BUSII wem PARax sLOT I r.:i?in ao-osw EDEN TRACE eIN u.wue mIY awumr. w aun ��„ fY N' PRELIMINARY ONLY NOT FOR c? CONSTRUCTION v PREU LANDSCAPE PLANS aYray.n.r—en.wwao� � ` W DECIDUOUS TREE TITHIM THAT THE AD 111. AN HERE MHNDHS AMS MANKIND. ..sa .. , ; W N. MAKESTEME An =STEEP SLOPE PLANTING A TREATER PUT ANKA w.xucco.owo to KAMAND DETAILS ME'" A. ANNATEMEATEET NOTE, uRR MTi�bntlT W ..I'11 1. SCx xTo WST %.1w[UD ATE S BACxfl IN RES IN AREASll SM^�xdSSAGE =CONIFEROUS TREE ATHEM SEENTS. To "HE PATH ANNATES Ann ATER SEE TATTED HE 1. E, of THE SORT AL LEAST IIIIII IRRIGATION NOTES An IN SANNAL STALL A A. .. x'7d :.I.—.—d, ..... ,...,.... HAT HADA NISLAN NNE AN H..— x W SHRUB MI HAND I.. 1 1 PIT PIT -In IIIIII WATERING GUIDELINESAn. —1 ME ANAMEN ANSI NOT — DANA. N. A — AN. TH AN ANN THAT _ HEAT ITANNATMENSTANTS AL�n ANSTANESTAIT THE MENTANSTANA MANNA ME NEW IN In SAA No An HANALAS —,.A AT NNNWMAN AflC,llli(Ci5 .STATEMENTS. SEE I.xW . SETENT l & MetMt, Ino. MINGER MDA l�R CONSTRUCTION CHANHASSEN NEST RUNES5 PANN. LOT . [w Iwx' ao A nm ..... o THISTAITIN AN EDEN TRACE ED. A.,.1 CANAI An 1.'�j.) l-. A PRELIMINARY N ONLY NOT FOR S CONSTRUCTION .d II I Al g PRELIM LANDSCAPE DETAIL C6 LL � LYWN aw '�-V�11 @OVERA STE FLAN n i , I I 57,52 S -. � __ o�F� I�sae�. • 5UI1 DING Proposed Office / warehouse for: GOCE MTABD MINGER CONSTRUCTION MN Chanhassen, rth fw IX4lB�R ."9P+,/2.�9 wwTiO/t Al 1"m,4�./ .4,w..4.11.w,.1 Tw wF,°,< .,°F, w.�. ♦.yn[,b.4e • MA. uBMat .• .v rEIR .4F cuT6F.Y��MV FFrAp' fP/OwiCx FtM i MS fPw-.Ys Mw «P ♦ IEn.• .,FU.9nBlE Bl4G �I,E .b.B lZEmPf�,7 R!11@hS FATfE�. ' °Ei•-- .rvmcW-6aiw.ra F/W 4.to>us it Gmrol are.ewu Fenn wrwwrd wma+aus. w�ru�xui-iwm SYSTEw!- G163 f169 N6,n M1.Vi FPE YciwuFt 452:.H°mEn-(BviH wm ¢1G, Buu°.1B��RKicv � fi f � I + I T I I e. Groff FaF� ,Y a) SIGN DETAIL �atG W -M @CURB CUT DETAIL @PIPE BOLLARD DETAIL Mp .I CITY OF CHANHASSEN RECEIVED SEP 16 2005 CHANHASSEN PLANNING DEPT HUMAN IT IUT Su i IIW fRP SN .W.v ylbflYut EL\'ii113 Ifiill fillUM, NV YYJ SJIn Bli Uv.•idt MLNGER CONSTRUCTION eau r..um mow. QL\�)N558V, A4V 'vll] ngas:rluun>r< GYINBL\D.tIXWV ®,\D. ONN4\�II.1Q. R\Dtl9t EDEN TRACE ela6ANLLORI' W lhN1N4EV. M: 17 Ifli21361UTdd FA%Iti21361M21 REVISION SET PIAW NG COMMISION COMMENTS 9- I6-OS n�re udza; O0..M 14 orno> ex . OrM1,nES .. IT4£S,S., 11, xr9. srmP� AI wmm 4. NOTE: SEE SHEET Al AND LIV'L DRAWMGS FOR 6ORR OT pRNEWAY ON 5'.r 4-AN. 4 !b b Y 4 6 L 4 ��.�y- r. t. n.�. Y �[.. [. . �JY �• W b h Y Y �• Y L 6 4 Y 4 4 4 4 4 �� L��b L t• L U 4 4 Y L Y i b b fi Y Y Y b b Y 4 Y 4 6 4 Y Y b • Y L • Y b Y Y C 4 .. b Y Y Y 4 L Y b 4 b 1• ! \+ Y b b Y b b� 4 4 Y 6 4 4 y [+ 1e n� YJ• Y 7 4 6 Y 4 �J. L Y 4 4 4 y Y L • Y Y Y b L 4 L Y 4 6 Y Y L Y� Y b Y Y Y L L U b• Y Y d,y Y b U b Y Y b y \� b L i b L •r Y Ily1 6 b Y 4 4 Y y N U b 4 4 L Y Y h Y Y h L 4 L b y b Y y 4 b Y I} b `'• b L 4 4 L Y Y Y b y h* Y Y h L 4 Y Y h Y Y h M1 i 4 4 y b Y y i L b b 6 4 L L 4 L [;YJL Y b 4 U i L Y Y i Y Y i i-G b i Y b Y Y b b Y L 4�6 Y Y Y Y Y y b L U L Y L L Y b Y b Y Y L b Y Y b w Y b Y i Y � y Y Y L b L y L w w i Y 1Y b L • q i Y Y 4 Y Y Y Y Y Y Y b w L Y Y Y b y Y Y Y Y i b L i b y b b Y Y b 4 Y Y Y Y h Y 4 Y Y y h 4 6 Y Y Y Y 4 Y 4 Y Y L Y Y Y Y Y Y Minger construction Maintained light levels at 0' high. Fixtures nust be as it is on pion to be valid for city approval. 25' Poles, 3' base LYM[!e SUN". Pro <: All Pro- is m LYYN S Deicr tim Nr < L.. LLF F¢eront 13 A G.rmo HI-F1-250WS-. -W Ydl raa.tea et 20' S1KLE 25000 1800 M625x.ei 9 B EBCO EUIB-Fx-a00Wi-[YY-W/SSAS-CB-25-DI-ne 110 R Intl siB E 50000 0900 ECFM"s 2 C Ex[D CUIB-Fx-aOpPS-%%%-W/ 5-03-25-W-xe BaCx-BIL% 50000 11) ECOMxX[ 6 0 103-MT-UD-IOW$-nY[-W [loot. B S5' SINGLE 6300 OBOU ium. 2 E ENCO [CRIB-3X-250NPS-N$-bob-Wr25115-CB-25-11-01-W 31f E 29000 0B00 EC3122M s X➢.IK. MKXITCCTLfK LlW Aiii ➢ WGiaJK. 2920 WT.1 LNE ST. [IlTlply. . 5S[IB 612-2Y-.IW. 612-252-.MI rs[ CMTMT: TMTT I S NS wI [¢ TIp IlBnyp elan [¢[exY[ b�Ynn[ [An, .1 p.n u. �•[[ py AL. �rkm of�Dill— w' AL.v..i'aiLt fl wml Yf (✓r dn tlit, [rgn[[r [A O/W te[t rP Irb vpPovet vi— cdl,iiA [ i— T ww r — w Gty [..rL.et u[[p mY •^m'AL¢ .ed %ne dead'A,! i ub.n m <l.s d[n rilt,— wt x vewe. M IlL¢ ceb,i.w:.[ ro[n rnn .n.f:roa Y<n o:n .1i n 'n iltbn .r w lin. .it. my ¢cr .u[ <o wtasrv.c nrtwss K" d0[<Vei. [wVMnt pe'f.rrarc[, ron Klgls eN fYle [a,stan[ :rc .dte➢n. <emK.e�n w�Yuo-a� � roti n p[ <.K4 tbu m rot tMe e[esYRn V[n CLlc i-ni v ni ryKmt lvtini) i 4tl lyn< ni r f t [begot upl an[ni.rce rc b z (wess ..—cli rot1 Ir <n[ re enrnm.ent cd[atbnz m n eon no., mb. :drs.nnzni .[i o[tn. w<.nn. « :rna .aunt w mlcaetna .d:rni. M➢ k rot n[.on[iMe (v ecpuYnp x ntKyrtry enY lm Isigntl5➢ [ K. Trose n' ce Ne[ms rot a s�os<:tutn (> YWp[nMn< e+yber.q we"..by ..rnM1s :na [[r:W rr. TYPE B,C,E POLO 'MOUNT Mount t Pro' Ct All Pro' tz S.014. L..l Z hit 1 A 20 0 2 A 20 0 3 A 20 0 . A 20 0 5 A 20 a 6 A 20 0 A m 0 8 A 20 0 9 A 20 0 IO 20 0 H 20 0 12 20 0 13 20 0 1. 20 10 M 28 10 16 PC m 10 1) 28 ID IB 28 10 19 28 10 20 28 10 21 28 10 22 28 10 23 20 0 2. 0 28 0 25 D 5.5 0 26 v 55 0 29 D 55 0 28 ➢ 55 0 29 D 5.5 0 30 D 5.5 0 31 E 28 0 32 E 28 0 101WMAN ARCHITECTS m�vm�vt wn was ns\Traes[ar sc NvBl�t W vl l[ Iti11BIaA� IIYl6BM36 MINGER CONS ucnON Mia CiNAYMW CBAVSt94\ W Sil17 I¢ilamlm PItl)SLT WIAT%[�: wlvweLw.aLmweLw Q46V149i�'. W LllflLftlL EDEN TRACE Bla'B WYlf111YLU1R( CIKV Lt�i'. W:u'fli g11361 VFt2 FAS 6ii13810r21 REVSION SET PLANNING COMMISION COMMENTS 9-I6-05 mm 6aaIIas O] LL11E OINb' 14 L16'(3':FD BN = Al. 1 i (10VERALL SITE FLAN u ro'""' ---------------- ( LIT1 PLAN e 5LµE. I' • AO'6 Proposed Office / Warehouse for: MINGER CONSTRUCTION Chanhassen, MN stove of aRoscr orivaeen-�— �--ArnTKlww ccc. �a��/sT�ew.Lzrs- S1Hl. NIXF OK[ -SHE K.cN /6RAmw>OAnR//9RMLT Igip cn Dim 4 d`w I I by _ ._- F�M'at�I,vI�WlV._ y. i S `'•rvu. e:^o'_u \ D2005 NhYE0 No sriac ARONITELTIIRAL 0�,-.h"fin rtAV 9tMln.4 ..CKa118KT. COLy-11e5 SITE � ^ROFiT uraaurwN I fLLKV[%JN u a 5 N69 I EFTRGR BEVnnq! n) K 3 catoNEn e.EvnTlax nl N n) ZTRI V.TLRAI pRAyyN65 .AT ra.vl P4.y FR!✓J S0./JI �ETAllS. NDTES oE!,NS GN L O¢AWIIVff. Sr.TwiL � wo nc. - clsw-ma .1E+.N swcou NA.uTA D�wAI�. snE �. MNETOIN.N �« fiWOWi RAN V1lRY RM U 6 3 G] (13 oETACS cd u D N�NAN u / FI/ Fa w. B. p61BN9RD'AIX.ON�RAL�(R5-K.W. M1Ma BY B4 {6NS1i 11GN-Tji II,N-5TRCNNni9.E^'ENSTOM6N.T,G(FBYaT�ElM.ERIALS, E%TKIR[ NNIVARAtl1KTV+.LL CPK. P1CLF YV11- iTE6 C0.ufFJ EENSgAR YxSTyPp4F GELK IXL ANCY. MqE D-G ce /enasz-ziwnee/ertaor-w.vfAenWw N �ONAPI F AREA, O(t p..v D / 5 / F - l0.iwTm. vLwws rcvr rtUxT Ae.S] sF. �P�¢ARC�R� 51ZE: P L Z8 • ]rU1S SF.OR 5� K4S •DenIN� N6625F. - T. 9RA'I/.LIpY SF. •/y1DDUn S.. !,TAL.D5�5F. f/SFT1 FPK.F ARF •yR- 3155F-IMgtvK1F l35/lil SF.a DJp35F.66f�a.YA2/9Df g11LO1NE NEISNr. m-0-os+wu eianRs - 2]L- AT ennuEs EMPLOYEE L(TMTNPSHe 1PG12CTW • TTOTI.L EN0.0.� - 3 w 4eeY.E PIAIEY. - A TOTµ @gpfff, - (•4A:gU:) I/2 iN MN19a TRAS LOCATION: mwa. tO M IKnTEO tY M TENAxT'F.v.ES .ILO. TO/uR4V.T-M f40Pd<iY LNE TO ATl1.! - Y/ PPLF�T! l➢E LT. I MORiIY IIE TO BRPNG - 3O' ".µ12 ice. MiA0 'µJ RFIL[. . .. CFFKE/I 51%5-WSTN S iF'.c5E-]6TO SF./].. CSTMLv-IST .E LF. FRS'OL SF.. 105Tµ15 >pR,cyM REtLr>Ep'e STµIS •ARKINS PPO.m40ld STH15 - 6 MNGN I S gYiN✓ED i0 � MG /flEIBE STh15. 6 P.K<M • IO ST 5 esr®aE ecwa /IENn 515P.a we Pw DF ErA a.. fzer moxT 6 fQ6TRG1®) Pf�.81 EA(.N M. 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