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CAS-04_BP GAS STATION CONVENIENCE STORE REMODEL/REBUILDMeuwissen, Kim From: Meuwissen, Kim Sent: Wednesday, October 23, 2013 11:23 AM To: 'khalaloul@gmail.com' Cc: AI-Jaff, Sharmeen; Generous. Bob Subject: Chanhassen Great Plains Center Invoice Attachments: 11-04 invoice-GIS.pdf Mr. Aloul, The attached invoice in the amount of $60 for Site Plan and Conditional Use Permit 2011-04 for your property located at 7905 Great Plains Boulevard (approved by the city council on May 9, 2011) is past due and must be paid before the Planning Commission can review the current redevelopment proposal. Please send a check payable to the City of Chanhassen in the amount of $60 to the address below to be received no later than November 5, 2013. If you prefer, you can also call me with credit card information. City of Chanhassen Attn: Kim PO Box 147 Chanhassen, MN 55317 Thank you for your prompt attention to this matter. KIM MEUWISSEN CITY OF CHANHASSEN SENIOR ADMINISTRATIVE SUPPORT SPECIALIST 952-227-1107 KMEUWISSEN@Cl. CHANHASSEN. MN. US Find us on Facebook �9�NNEL 10 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 MYOF (952) 227-1100 OMEN To: Khaled Aloul 231 East 1051h Street Bloomington, MN 55420 Invoice SALESPERSON DATE TERMS KTM 4/7/11 upon receipt QUANTITY DESCRIPTIO UNIT PRICE AMOUNT Property Owners List within 500' of 790 t P s Blvd. 20 (20 labels) ',k6' $3.00 $60.00 TOTAL DUE $60.00 w - NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for April 191- 2011. M IIks e : City of Chanhassen Pleas the fol ing code on your check: Planning Case #2011-04. If you hav questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 MMSEN To: Khaled Aloul 231 East 105'h Street Bloomington, MN 55420 Invoice SALESPERSON DATE TERMS KTM 4/7/11 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 20 Property Owners List within 500' of 7905 Great Plains Blvd. $3.00 $60.00 (20 labels) TOTAL DUE $60.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for April 19, 2011. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2011-04. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! Meuwissen, Kim From: Sent: To: Cc: Subject: Attachments: Good afternoon, Russ. Kairies, Angie Tuesday. July 12, 2011 2:09 PM RUSSELL ROSA Meuwissen, Kim FW: 11-04 BP Gas Station Past Due Invoice 11-04 invoice-GIS.doc The GIS invoice for the Public Hearing for the BP Site Plan and CUP has not been paid. The invoice was first mailed on April 7, 2011 and again on May 6, 2011. This fee is part of the Development Review Application fees and technically should be paid prior to the public hearing. You can either mail in a check with the balance or call with a credit card number. If you have any questions regarding the invoice please feel free to contact me. Sincerely, Angie Angie Kairies Planner I City of Chanhassen 7700 Market Blvd Chanhassen. MN 55317 Direct dial: 952-227-1132 Fax: 952-227-1110 email akairies(o-�ci.chanhassen.mn.us Website www.ci chanhassen.mn.us 4 May 3, 2012 CITY OF CHANHASSEN Khaled Aloul 7700 Market Boulevard 231 East 1051h Street PO Box 147 Bloomington, MN 55420 Chanhassen, MN 55317 Web Site www.ci.chanhassen.mn.us g:\plan\2011 planning cases\l 1-04 by gas station site plan & cup\kner to khaled aloul site plan permit.doc Chanhassen is a Community for Life - Providing for Today and Planning fa Tomorrow S `"ED Re: BP Gas Station — 7905 Great Plains Boulevard Administration Planning Case #2011-04 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Aloul: Building Inspections Phone: Inspections .1180 Enclosed is a site plan permit that must be executed by you. Note that if there is a Fax: 952.227.1190 different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the permit. Return the permit to me for City Engineering execution and recording at Carver County. The security specified in the site plan Phone: 952.227.1160 permit ($16,700.00) shall be submitted prior to the City issuing a building permit. All Fax: 952.227.1170 erosion control measures and tree protection fencing must be installed and inspected Finance prior to the City authorizing grading operations. A copy of the executed permit will Phone: 952.227.1140 be returned for your files. Fax: 952.227.1110 If you have any questions or need additional information, please contact me at 952 - Park & Recreation 227-1121 or by email at bgenerousntae,ci.chanhassen.mn.us. Phone: 952.227.1120 Fax: 952.227.1110 Sincerel , Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Robert Generous, A1CP Senior Planner Planning & Natural Resources Phone: 952.227.1130 Enclosures Fax: 952.227.1110 c: Russ Rosa, Rosa Architectural Group, Inc. Public works Bill Beckfeld, Vanguard Construction, Inc. 7901 Park Place Phone: 952.227.1300 ec: Todd Gerhardt, City Manager Fax: 952.227.1310 Kate Aanenson, Community Development Director Senior Center Alyson Fauske, Assistant City Engineer Phone: 952.227.1125 Jerry Mohn, Building Official Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us g:\plan\2011 planning cases\l 1-04 by gas station site plan & cup\kner to khaled aloul site plan permit.doc Chanhassen is a Community for Life - Providing for Today and Planning fa Tomorrow S `"ED 7z� ► ion, 1 1p 6'11 . n-� CITY OF CHANHASSEN SITE PLAN PERMIT #2011-04 SPECIAL PROVISIONS AGREEMENT dated May 9, 2011, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Khaled Aloul (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 - foot by 74 -foot 8 -inch gas canopy, for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard (referred to in this Permit as the "project"). The land is legally described as shown on the attached Exhibit A. 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 prepared by Rosa Architects dated received 3/21/2011. Plan B: Grading, Drainage and Erosion Control Plan prepared by Rosa Architects dated received 3/21/2011. Plan C: Landscaping Plan prepared by Rosa Architects dated received 3/21/2011. Plan D: Utility Plans prepared by Rosa Architects dated received 3/21/2011. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2013. 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 $16,700.00 (as -built survey, boulevard restoration, erosion control and landscaping). If the SP -1 C411-71,z CITY OF CHANHASSEN SITE PLAN PERMIT #2011-04 SPECIAL PROVISIONS AGREEMENT dated May 9, 2011, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Khaled Aloul (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 - foot by 74 -foot 8 -inch gas canopy, for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard (referred to in this Permit as the "project"). The land is legally described as shown on the attached Exhibit A. 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 prepared by Rosa Architects dated received 3/21/2011. Plan B: Grading, Drainage and Erosion Control Plan prepared by Rosa Architects dated received 3/21/2011. Plan C: Landscaping Plan prepared by Rosa Architects dated received 3/21/2011. Plan D: Utility Plans prepared by Rosa Architects dated received 3/21/2011. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2012. 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 S 16,700.00 (as -built survey, boulevard restoration, erosion control and landscaping). If the SP -1 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. The City will release the security posted in accordance with the City Code. 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 certified mail at the following address: Khaled Aloul 231 East 105`h Street Bloomington, MN 55420 651-343-4995 khalaloul@gmail.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified 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. City Council approves a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy subject to the following conditions: A. Building Official 1) The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). 2) All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. 3) The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. 4) Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. SP -2 5) The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). 6) A separate demolition permit will be required if demolition is intended prior to building permit issuance. 7) The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. B. Forester 1) Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. C. Engineering and Water Resources 1) The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. 2) The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. 3) The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. 4) The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. 5) If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. 6) Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. 7) The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 8) The new water service must be wet tapped. 9) Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. SP -3 10) A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 11) A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 12) The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. 13) City standard detail plate 5300 shall be used on C3. 14) Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. 15) Sheet C1 shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C1 or otherwise communicated with the selected contractor. 16) All disturbed soils must be stabilized with 14 days after cessation of grading activities. 17) An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. D. General 1) One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. 2) All sidewalk connections shall comply with ADA requirements. 3) The fenestration on the east elevation shall be increased to meet city code requirements. 4) The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. 5) The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. 6) All signage shall comply with City Code and requires a separate sign permit application. SP -4 SP -5 CITY OF CHANHASSEN AND: STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of , 2012, 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 DEVELOPER: Its STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2012 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -6 NOTARY PUBLIC CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of , 20. STATE OF MINNESOTA ) ( ss COUNTY OF 1 The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 SP -7 NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2012. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 20by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 SP -8 day of , NOTARY PUBLIC EXHIBIT A Survey Metes and Bounds Description: A survey of that part of Northwest quarter of the Northeast quarter, Section 13, Township 116 North, Range 19 West, of the 5`h Principal Meridian, City of Chanhassen, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said quarter; thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said quarter to a point of the Easterly right-of-way line of State Trunk Highway 101, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point of the Northerly right-of-way line of State Trunk Highway No. 5; thence South 59 degrees, 02 minutes 31 seconds 354.52 feet along the Northerly right-of-way line of State Trunk Highway No. 5 to the Easterly comer of Parcel 209B of the Minnesota Department of Transportation right-of-way Plat No. 10-4; thence South 89 degrees 50 minutes 18 seconds West 34.38 feet along the Northerly line of Parcel 209B to the Westerly corner of said Parcel 209B; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to a point of the Easterly right-of-way line of State Trunk Highway No. 101; thence North 00 degrees 11 minutes 00 seconds East 163.84 feet along the Easterly right-of-way line of State Trunk Highway No. 101 to the point of beginning, containing 49,414.5 square feet, or 1.134 acres. CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 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 authorize removal of the erosion control measures. 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. GC -1 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 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 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 GC -2 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. Recording. 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 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 a.m. to 9:00 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 GC -3 arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -4 0 May 1, 2012 CITY OF Khaled Aloul CHAUSEN 231 East 105th Street Bloomington, MN 55420 7700 Market Boulevard PO Box 147 Re: BP Gas Station Building Permit Application — 7905 Great Plains Boulevard Chanhassen, MN 55317 Planning Case #2011-04 Administration Dear Mr. Aloul: Phone: 952.227.1100 Fax: 952.227.1110 Regarding your building permit application to redevelop the BP Gas Station in Chanhassen, the following is required before it can be issued: Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 • In order to prepare the Site Plan Agreement, please submit cost estimates for the improvements (see attached letter from Angie Kairies dated May 10, 2011 Engineering with site plan conditions of approval) Phone: 952.227.1160 . Executed Site Plan Agreement, including Fee Owner Consent and Mortgage Fax: 952.227.1170 Holder Consent (if applicable) Finance • Letter of credit from a bank, cash escrow, or equivalent in the amount of Phone: 952.227.1140 110% of the actual value of the improvements specified in the Site Plan Fax: 952.227.1110 Permit • Payment of past due invoice in the amount of $60 for creation of the public Park &Recreation hearing property owners list within 500 feet of the property located at 7905 PFax:952.227.1110 Fax: 952.227.1110 Great Plains Boulevard (copy attached) Recreation Center Upon receipt of these items, the building permit will be processed. If you have any 2310 Coulter Boulevard questions or need additional information, please contact me at 952-227-1121 or by Phone: 952.227.1400 email at bgenerous@ci.chanhassen.mn.us. Fax: 952.227.1404 Planning & Sincerel Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Robert Generous, AICP Public Works Senior Planner 7901 Park Place Phone: 952.227.1300 Enclosures Fax: 952.227.1310 Senior Center c: Russ Rosa, Rosa Architectural Group, Inc. Phone: 952.227.1125 Bill Beckfeld, Vanguard Construction, Inc. Fax: 952.227.1110 ec: Todd Gerhardt, City Manager Web Site Kate Aanenson, Community Development Director www.ci.chanhassen.mn.us Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official g:\plan\2011 planning cases\11-04 by gas station site plan & cupVettu to khaled aloul 05-01-2012.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED 0 CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us May 10, 2011 Khaled Aloul 231 East 105th Street Bloomington, MN 55420 Re: BP Gas Station Conditional Use Permit and Site Plan Planning Case 42011-04 Dear Mr. Aloul: On May 9, 2011, the Chanhassen City Council adopted the following motion: A. "The Chanhassen City Council approves a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard." B. "The Chanhassen City Council approves the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions: Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Khaled Aloul BP Gas Station May 10, 2011 Page 2 L Building Official a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. c. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. Khaled Aloul BP Gas Station May 10, 2011 Page 3 e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. i. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. j. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 1. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. m. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet C 1 shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. r. The two existing one -inch copper water services must be abandoned at the watermain. Khaled Aloul BP Gas Station May 10, 2011 Page 4 s. Access control should be shown on the site plan. MnDOT right-of-way must be clearly labeled. The site plan should identify the B -corners, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 104, dated January 28`h, 1991. t. The right-of-way should be shown as the north line of the triangle piece denoted Parcel 209B, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28`h, 1991. u. The MnDOT right-of-way line along the west property line must be clearly noted on the plan. v. The developer shall submit a plan showing construction limits and a proposed typical sidewalk pavement section. w. The plan should relocate the section of sidewalk that ties into the TH 5 sidewalk to a position that has the least impacts to the existing trees. The plan should also show the grading impacts and measures taken for tree protection. x. A Storm Water Permit is required by MnDOT. 4. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. f. All signage shall comply with City Code and requires a separate sign permit application." and C. "Adoption of the findings of fact and recommendation." Khaled Aloul BP Gas Station May 10, 2011 Page 5 A Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. This amount is calculated at a rate of 110% of the actual value of the improvements (grading, erosion control, landscaping, etc.). If you have any questions or need additional information, please contact me at (952) 227-1132 or akairies@ci.chanhassen.nm.us. Sincerely, Angie Kairies Planner I cc: Russ Rosa, Rosa Architectural Group, Inc. ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official gAplan\201 I planning cases\11-04 by gas station site plan & cup\approval letter.doc City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Khaled Aloul 231 East 105'h Street Bloomington, MN 55420 Invoice NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for April 19 2011. Make all payable to:ity of Chanhassen Please write If you have any ng code on your check: Planning Case #2011-04. ions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Khaled Aloul 231 East 105'h Street Bloomington, MN 55420 Invoice NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for April 19, 2011. Makeall ayable to:ity of Chanhassen Please write wing code on your check: Planning Case #2011-04. If you have any Wstions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! Administration Re: Plan review for: Rebuild of B.P. convenience store, carwash, and Phone: 952.227.1100 August 30, 2011 CITY OF 7905 Great Plains Blvd. CI�NI�SSIN Mr. William Beckfeld Phone. 952.227.1180 Vanguard Construction Inc. 7700 Market Boulevard 2350 Wycliff Street PO Box 147 Suite 11 Chanhassen, MN 55317 St. Paul, MN 55114 Administration Re: Plan review for: Rebuild of B.P. convenience store, carwash, and Phone: 952.227.1100 gas pump/canopy. Fax: 952.227.1110 7905 Great Plains Blvd. Building Inspections Chanhassen, MN 55317 Phone. 952.227.1180 Fax: 952.227.1190 2) Mr. Beckfeld: Engineering Phone: 952.227.1160 The plan review for the above named building is complete to the extent possible. The Fax: 952.227.1170 plans have been reviewed by the Building Inspection Division, Fire Marshal, Engineering Phone: 952.227.1130 Department and Planning Department. Inspection Division review does not include Finance plumbing or mechanical review. Fire Marshal review does not include fire sprinkler Phone: 952.227.1140 review. The plans were reviewed for conformance to the 2007 Minnesota State Building Fax: 952.227.1110 Code which adopts the 2006 International Building Code by reference. Below are performing the inspections andlor tests, and the required frequency of their comments and corrections related to the plan review. Park &Recreation Phone: 952.227.1120 Fax: 952.227.1110 Phone: 952.227.1300 Recreation Center Inspection Division 2310 Coulter Boulevard Phone: 952.227.1400 1) Submit a contact list for the project; include names, phone numbers and addresses of Fax: 952.227.1404 the building owner, contractor and all design professionals. 2) Submit SAC determination letter from the Metropolitan Council, Wastewater Services Planning & (contact Karon Cappaert, 651-602-1118). Natural Resources 3) Submit a complete special inspection and testing schedule; to include: the names and Phone: 952.227.1130 signatures of the owner, contractor, structural engineer and architect; the work Fax: 952.2227110 requiring special inspection; the names and signatures of firms and individuals performing the inspections andlor tests, and the required frequency of their Public Works 7901 Park Place occurrence. Phone: 952.227.1300 4) Submit fire sprinkler plans, signed by MN Fire Protection Engineer or NICET level 4 Fax: 952.227.1310 designer. 5) Submit HVAC plans, signed by mechanical engineer. Senior Center 6) Submit plumbing plans, signed by mechanical engineer or master plumber. Phone: 952.227.1125 7) Submit electrical plans, signed by electrical engineer or master electrician. Fax: 952.227.1110 8) Submit documentation indicating building is in compliance with the Minnesota Commercial Energy Code (MN Rules 1323). Note: such documentation may provided Web Site by the use of "COMcheck" published by the Pacific National Laboratories. www.ci.chanhassen.mn.us 9) Submit schedule of "Kitchen/Deli" equipment. August 30, 2011 Page 2 10) Submit, 2 sets, structural steel "shop" drawings, approved by the structural engineer. Please note, a structural component supplier's "Certificate of Compliance" (see 2006 IBC 1704.2.2) will be required before a Certificate of Occupancy is issued. 11) The designed roof slope is less than '/ inch per foot; the structural engineer must verify that the roof was designed for " ponding" ( 2006 IDC 1611.2). 12) Unlatching of any door or leaf shall not require more than one operation (2006 IBC 1008.1.8.5). 2006 IBC 1008.1.8.3 item #2 has been revoked city-wide. Please acknowledge. 13) Exterior egress illumination required at egress doors (exit discharge). 2006 IBC 1006. Please acknowledge. 14) A guard is required at roof -edge side of the roof access hatch and/or roof -top equipment if hatch or equipment is within ten feet of the roof edge. Informational item, no response necessary. 15) Accessible drinking fountain required (bottled water is acceptable alternative). Submit revised plans. 16) Twelve inch high address numbers required on front elevation of building (or at location as required by fire marshal). Acknowledgement required. 17) 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. 18) Please be advised, double keyed and thumb turn locks are not allowed (the exception has been revoked city-wide). All hardware must meet egress requirements. All hardware must be "single-action" and allow exiting from the space under consideration without key or special knowledge or effort. 19) Please be advised. Proper permits, plans, specifications, any other pertinent documentation and subsequent inspections and approvals will be required for tanks, pumps, canopies, etc. (It is this office's understanding these items will be installed by other contractors under separate permits, these items are not included in this building permit.) Fire Marshal's Office: Fire Marshal, contact Mark Littfin, 952-227-1151. Fire Protection Svstems: 20) Submit sprinkler plans and application, and obtain a permit for the installation of the fire sprinkler system. Chanhassen Fire Department Policy #40- 1995. 21) A PN is not required. 22) Submit plans for the installation of the gas pumps/underground storage tanks, including all piping, controls, valves, venting, etc.. Plans should include tank type, installation instructions, electrical systems including emergency shut off system and venting. 23) Fire department connection to be near main entry. Submit revised elevation. 24) 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. 25) Twelve inch address numbers are required on the front face of the building. August 30, 2011 Page 3 26) Contact Fire Marshal regarding required "fire lanes" (curb to be painted yellow with "No Parking Fire Lane" signs).. Fire Department Policy 06.1991. 27) A UL 72 Certificate must be completed for the fire sprinkler and/or fire alarm monitoring prior to occupancy. Chanhassen Fire Department Policy #01-1991, #40- 1995. 28) Label pertinent, rooms/ doors with appropriate signage. See Fire Department Policy "Door Signage". 29) 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. 30) Fire department lock box is required. Call the Fire Marshal for exact location and specifications. 2007 Minnesota State Fire Code, Section 506.1. Copies of the Fire Department Policies are on the city web -site, please go to: ,A-Aw.ci.chanhassen.mn.us/FDPrev.html or contact the fire marshal. 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 Angie Karies, 952-227-1132. 31) Requirement: Applicant must submit an executed site plan agreement and required security. 32) Notes: Rooftop Equipment must be screened. 33) Signage requires a separate permit. 34) Canopy may not contain bullnose strip or logo. 35) Advisory - Fenestration east elevation has been revised and meets city code. 36) Site may not exceed 65% Hard Surface coverage. 37) Sheet L1.1. Applicant must add 2 Black Hills Spruce along Great Plains Blvd. and switch the placement of trees (under -story trees) as noted on the above mentioned page. Please note, Planning Department approval is required for permit issuance. Engineering Department, contact Steve Lenz, 952-227-1163. Engineering and Water Resources Comments: 38) The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. 39) The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 0 August 30, 2011 Page 4 40) The new water service must be wet tapped, all existing services not used shall be capped at the main. 41) Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connections are anticipated to be done. 42) A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. 43) A $1500.00 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 44) The 6 -inch private watermain north of the building must be a minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. Separation should be called out on plans. 45) A Storm Water Permit is required by MnDOT. 46) Revise downspout discharges on the East side of the building to avoid causing ice and water to run across the sidewalk areas. Please note, Engineering Department approval is required for permit issuance. August 30, 2011 Page 5 Items #4 - #19 are approved as deferred submittals and must be submitted through the architect or engineer of record in accordance with MSBC 1300.0130. 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, 952-227-1199. ---C"or* lly, /Ie I hn C Building Official Cc: Angie Karies, Planner I Steve Lenz, Engineering Technician III Mark Littfin. Fire Marshal Building file: 7905 Great Plains Blvd. g:\safety\insp\bld-rew\7905GreatPlainsBlvd.doc STREET RES. 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T � BASIN vu YIELD _ / an 01-1 ■TN MDIgNpIS1NWp�Ss SIGN OR R- OPEi11G SQL) AND ' 1 NAND L1)RB AND aya TO GRAIN MET Et C8 EX o9 TRAFFIC O v C01611tl)Ci sTOR11�IM owe E]OERIIy Ti- RNT / • ' ` [t C9 // NEWN1 R -17]Y/' �/ "(may• Q,o� /J� �/ (SEE —A*Ce C. Oma" All A NOTES 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES UTILITY PLAN SCAWED C—N Br_ 9-�vNEr A.G. A.G. CHCKD W. rROJ. N0. C.WP. 11-1118 ORIGINAL DAM PREPARED FOR: ROSA ARCHITECTURAL GROUP 1D81 STERLING ST N ST PAUL, MN 55119 (651)739-7988 A 7IP SITE PLANNA PLOWS E1161NEERING. IMC. 6776 LIKE DRNE SUITE 110 UIC LIKES. HN 55011 P ]613210 FAY -M165I:1; X 36t37Ct NORTH a to 99 1I.ICHa 20 FEE' C2 2' X 2' WOOD OR STEEL POST Y-7 O.C. YAW MESH RENEORCEMENT, TO ESLD FENCE. MN. 30" MGN, MAX MESH SPACING OF 6' AND MN. WAKING A9'EN 14-1/2" GAUGE MIRE IS OPTIONAL. SWAMP WHITE OAK GEOTE%TILE EILTER FABRIC - Q OVERLAP 6. AND FASTEN AT 2' s INTERVALS. LAY FABRIC IN TRENCH - RENCH.FBACK WILLOW MARSH MILKWEED RED -TMG DOCVIOW FABRIC ANDHORAGE TRENCH. L TRENCH T BACKIHRFM BLACK CHOKEBERRY NATURAL E CMCT10N OF RUNOFF . iu 3� EXTEND WIRE LEST �. INTO TRENCH ALN NOTFc. SUPPORT POST 1) WIRE MESH IS NOT REOVIRED. ANCHORAGE N -SITU SOIL 2) CONTRACTOR IS RESPONSIBLE OR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWNG NRF ESTABLISHMENT. EROSION CONTROL FENCE PROVIDE 4-CLASS5 UNDER CURB (1W) !I -R n -R %OTE. F08 MECHANICALLY LAID 8612 CONCRETE CURB AND GUTTER NOT TO SCALE t /?'R e• NOTE'. FOR MEDHAMCALLY LAD CURB. SHOE MAY BE TILTED B612 CONCRETE CURB AND GUTTER T@�OYf NOT TO SCALE DEFLECTOR PLATE OVERFLOW OI - CENTER OF FILTER ASSEMBLY /-OVERFLOW Q - TOP OF CURB BOX (-10" FILTER ASSEMBLY MCH -ROW FABRIC �✓ —Na"" R -3067-V .MAF, FF101 WINCO INLET PROTECTION NOT TO SCALE I- - 2' WASHED ROCK ROCK CONSTRUCTION ENTRANCE �e•� 5 RDW LINE 6' —{ CURB CUT i CONCRETE A' CLASS 5 AGGREGATE BASE CONCRETE SPILLWAY rY SECTION SEE RAN SEE PLAN CdNCRETE �W $ LLWAr RPRAv (CL III) -' — �.O..I'ILE FILTER FABRIC CURB CUT W/ OUTFALL STABILIZATION NOT TO SCALE NOT TO SCALE I AGGREGATE SHALL BE THE FDLLOWING. 1"-1.5' DOUBLE WASHED �'OK _OR_ 1/4-1/2- WASHED RIVER RLN PEA GRAVEL 2. WELL -BLENDED FLTRATICN MEDIUM TO BE COMPRISED OF (BY VOLUME): 65% CONSTRUCTION SANO (AASHTO N-6 OR ASTM C-33. GRAN SIZE 0.02'-D.D4-) 20% MnDOT GRADE 2 COMPOST 15% NATIVE TOPSOIL (LESS THAN 5% CLAY CONTENT) 3. NO MINING OF SANDY SOILS ALLOMED IN BASIN. 4. FINAL GRADE ONLY UPON STAEJUZATION OF UPSTREAM AREAS. 5. BASIN TO REMAIN UNLINED. 6. PROTECT BASIN FROM RIN-OF: DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS. 7. USE LOM-WIPACT. EARTH MOVNC EOUPMENT (WIDE TRACK OR MARSH TRACK EOUPMENT. OR UGHT-EQUIPMENT MIN TURF -TYPE TIRES) PROVIDE 3' SHREDDED HOOD MULCH (MNDOT TWE 6) AROUND NEW PLANTINGS ELEV=9S 85 TCP OF WEIR WALL ELEV - 951.85 1N ELEV-950.80 WEIR WALL W/ OPENINGS (SEE DETAIL AT RIGHT) II Ex 12' RCP Ex 12 RCP 1� ll 111 8 EXE„_ga- . NV DA6.8 INV Dae B MANHOLE W/ WEIR WALL POOP MB #1 ,,CT -o SCA_; PLAITING SUGGESTIONS W INFILTRATION BASIN NATIVE /lAlFi3 NATIVE TREES A SHRUBS JOE PYE HEED RIVER BRCH MACK -EYED SUSAN TAMARCK UTTLE/BIG BUESTEM WAKING A9'EN WLVEIYS ROOT SWAMP WHITE OAK TALL MERIDA RUE SILVER MAPLE YELLOW OR BLUE RAO HRMS REO MAPLE PURPLE CONEFLOWER WILLOW MARSH MILKWEED RED -TMG DOCVIOW GOLDENROD BLACK CHOKEBERRY RATTLESNAKE AMERICAN HGHBRUSH CRANBERRY BUTTONIIV 1 PLANT MATERIAL TOLERANT OF RARLIDATIO/ AND DROUGHT (NATIVE PDMS RECOMMENDED -SEE TABLE ABOVE RIGHT) OR USE MWDOT SEED MX 328 (APPLICATION LBS/ACRE). SM L= NOT USE EROSION CONTROL BLANKET SUITABLE FOR SEEDING (E -G STRAW -COCONUT EILMKE T) - EXTEND To EDGE OF CONCRETE CURB ON WEST t NORTH SIDE HQIE: ALLEMATE ANY COMPACTED SOLS (BY � 'I iq 1;=.1 _ USING A PRIM Y iR111G OPERA710N SK31 - -- - _ IN-SITU SOBS AS A CHISEL PLOW. TIPPER OR SUBSOLER) - TO 6' MIN. DEPTH PRIOR TO PLAONG 18' WELL -LUDED PLANTING MEOW PLANTING MEDIUM (SEE NOTE /2) AGGREGATE BED W/ 6- PERFORATED DRAIN TILE W/ SOCK (SEE DETAIL AT RIGHT) FILTRATION BASIN NOT TO SCALE NOT TO SCALE DETAILS SCANNED A.G. A.G. :HCKD BY -01 NO. MARCH 18.20" PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL. MN 55119 I'l �� SITE RAIIINO A ENGINEERIHti PLOWS ENGINEERINGANC. 6716 LAKE DUNE SUITE 1,C UNO LAKES, MN 6501+ PHONE 1651) 361L2'.L FAX: fee IX1 ml C3 WELL -GRADED PLANTING MEDIUM (SEE NONE /2) 6' PERFORATED DRAINTLE W/ SOCK AGGREGATE (SEE NOTE /1) NON -WOVEN GEOTEXTILE (MADOT TYPE 1) OVER AGGREGATE �1 z Lr NOT TO SCALE DETAILS SCANNED A.G. A.G. :HCKD BY -01 NO. MARCH 18.20" PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL. MN 55119 I'l �� SITE RAIIINO A ENGINEERIHti PLOWS ENGINEERINGANC. 6716 LAKE DUNE SUITE 1,C UNO LAKES, MN 6501+ PHONE 1651) 361L2'.L FAX: fee IX1 ml C3 PROPOSED DRAINAGE AREAS BP AMOCO MARCH 18, 2011 I i 1 I I I I I 1 I I 1 1 1 I I I i I bl I 1 I I I I 1 1 I 1 1 I I I 1 I I I I 1 I I I I I I I t X95] �9O X� a� XSJ� 2� Xm VIr2 `' r 1\\ 0 I RAM OFF, \ PCIRC ORAKME M L FFTT��_ all GRAOQ FWAIM mssa =40 / OF RIiLRq FLVAIM l / � 42 Alf WWALL 1"446 V -211i XV / ! / / ] M / 9 SCANNED EKISTINGDRAINAGE AREABPAMOCOMARCH 18, 2011Z" -cw.,o3/4- OPEN Plk�TC E Iq CAP IwfxF1LOW, 2��Apoft`Wlll 7CONCRETEI IIS . , IOPEN P— — — — — --------- _3- SLRVEY X. - AREA, EX I 49.414.5 SO FT.CONCREIIE PARKNW IVi 1.134 ACRESLOT IN FAft CONDrIONROCO AMERICAN OIL COMPANYC�ACILVM tM PID: 250132000"3a, 13 VER COUNTY RECORDERDOC. UNKNOWNCURRENT USEPUMP CAS "S PUMP S STATION AND CAR WASHGLAND IoWTxt BuLow0I" FT0 0z`PHONEMO`0001// Xlloolx looN'Bp AMOCCMAR H '18,20011 AREA, FT Uri S S 00000- 66 poll, E- ANOD. ALUM CLASS DOOi iobp �f� Eood a 'v ' PLASTIC SIGNAGE TYPICAL BUILDING SIGNAGE A31 3/32' - I'-0' (CN Ibcn PAPEW 3/32' - r -m' (CN Ibcn PAPER) INSUL PAINTS H.M. DOOR 3/32' - I'-0' (CN INN PAPER) LE VAT I ON - SOUTH (-�:) PROPOSED BUILDING ELEVATION - EAST A31 J 3/32- - I'-0' (CN @cn PAPER) PRE -FINISHED MTL. GAP EIFS ACCENT BAND Rosa COLORED EIFS Architectural E IFS ACCENT BAND FA5RIC AWNINGS Group ACCENT LIGHTING Inc. CULTURED STONE =4 sta" Street HVAC UNITS TYP. st Paw, amwta 55m ANDD. ALUM tet 85'-739--7M FRAMES W/ GLASS fax 851--739-3185 COLORED DRAWN BY: JL ROCKFACE BP MASONRY GAS & CONVENIENCE PRE -FINISHED MTL. CAP STORE REMODEL E IFS ACCENT BAND BULDrVG ELEVA770AIS COLORED E IFS E IFS ACCENT BAND 7905 GREAT PLAINS BLVD. FABRIC AWNINGS CHANHASSEN, MN 55317 ACCENT LIGHTING CULTURED STONE ANDD. ALUM FRAMES W/ CLASS COLORED R.F. MASONRY PRE -FINISHED MTL. CAP WALL PAGK LIGHTING Tl'P. FABRIC AWNINGS www w w a um w uax -so-a w� ww i /Y � OLY Uma oOml 1-fC, M lA � M iR O wwou COLORED BRICK '@ MASONRY COLORED ROCKFACE�'�' nww�w�ausi ori PROFILE OF ROOFTOPfo- HVAC UNITS TYP. PRE -FINISHED MTL. GAP PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: JL COLORED E IFS CHECKED BY: RR WALL PACK REVISIONS: LIGHTING TYP. PROPOSED PRE -FINISHED BULDrVG ELEVA770AIS SCUPPER E DOWNSPOUT SCANNED A3,1 O oowaan ton "U X"MTUR& onav 49 CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Angie Kairies, Planner I DATE: May 9, 2011 of >! V . SUBJ: Chanhassen BP: Conditional Use Permit & Site Plan Approval 7905 Great Plains Blvd — Planning Case #2011-04 PROPOSED MOTION: The Chanhassen City Council approves a Conditional Use Permit and Site Plan with conditions as stated in the staff report dated April 19, 2011. City Council approval requires a majority of City Council present. EXECUTIVE SUMMARY The developer is requesting Site Plan Approval for a 3,915 square -foot retail building, a 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy; and a Conditional Use Permit for gas pumps and to permit multiple buildings on a single lot for the redevelopment of property located at 7905 Great Plains Boulevard. Planning Commission Ul)clate The Planning Commission held a public hearing on April 19, 2011 to review the proposed development. The Planning Commission voted 6 — 0 to recommend approval of the development, one planning commissioner was recused. As part of the public hearing, the Planning Commission discussed the visibility of the properties to the north. Staff presented photographs of the subject site and surrounding business from several perspectives. The topography of the site increases 10 feet in elevation between the subject site and the properties to the north. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow The applicant's architect stated that the applicant was in agreement with the Senior Center conditions of approval. He stated that the prohibition of the logo on the canopy Phone: 952.227.1125 may be an issue with the franchise agreement; however, permitting the logo Fax: 952.227.1110 would require a sign variance as signage is not permitted on the gas canopy. Web Site www.ci.chanhassen.mn.us SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt May 9, 2011 Page 2 of 3 Staff further investigated the abandonment of the two existing one -inch copper water services and determined that, if the water service is abandoned at the curb stop as proposed, the curb stop would be prone to leaking. Abandoning the water services at the watermain eliminates this issue. Therefore, staff is proposing to add the following condition: • The two existing one -inch copper water services must be abandoned at the watermain. Additionally, staff received a letter from MnDOT dated April 26, 2011 with additional conditions: • Access control should be shown on the site plan. MnDOT right-of-way must be clearly labeled. The site plan should identify the B -corners, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28th, 1991. • The right-of-way should be shown as the north line of the triangle piece denoted Parcel 209B, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28th, 1991. • The MnDOT right-of-way line along the west property line must be clearly noted on the plan. • The developer shall submit a plan showing construction limits and a proposed typical sidewalk pavement section. • The plan should relocate the section of sidewalk that ties into the TH 5 sidewalk to a position that has the least impacts to the existing trees. The plan should also show the grading impacts and measures taken for tree protection. • A Storm Water Permit is required by MnDOT. The Planning Commission minutes are item 1 a of the May 9, 2011 City Council packet. RECOMMENDATION Staff and the Planning Commission recommend City Council adopt the following motions: 1. "The Chanhassen City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 — 6." 2. "The Chanhassen Planning City Council approve a Site Plan for a 3,915 square -foot, one- story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Todd Gerhardt May 9, 2011 Page 3 of 3 Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 — 4." And 3. "The Chanhassen City Council adopts the Planning Commission Findings of Fact." ATTACHMENTS 1. Letter from Mn/DOT dated April 26, 2011. 2. Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28th, 1991. 3. Planning Commission Staff Report Dated April 19, 2011. g:\plan\2011 planning cases\11-04 by gas station site plan & cup\5-9-1 1 executive summary.doc bo��N"Esor'yo Minnesota Department of Transportation ' < Metropolitan District Waters Edge MoF1500 West County Road B-2 Roseville, MN 55113-3174 April 26, 2011 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 SUBJECT: BP Station Mn/DOT Review # Sll-013 Northeast Quadrant of TH 5 and Great Plains Boulevard City of Chanhassen/Carver County Control Section 1002 Dear Ms. Al -Jaffa The Minnesota Department of Transportation (Mn/DOT) has reviewed the above referenced revised plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following comments: Mn/DOT Survey: Access control should be shown on the site plan. Additionally, Mn/DOT right-of-way should be clearly labeled. The site plan should also identify the B -corners. It is believed that Mn/DOT acquired the triangle piece denoted Parcel 209B in fee, so the right-of-way should be shown as the north line of the triangle. It is unclear where the right-of-way line is on the west side of the property. The plan notes a solid and a dashed line. Please identify which line represents Mn/DOT right-of-way and which line is the Chanhassen sewer easement. For questions concerning these comments, please contact Bruce Wetherbee, Mn/DOT Survey Section, at (651) 366-5176. Design: The developer must submit a plan showing construction limits and a proposed typical sidewalk pavement section. The plan should relocate the section of sidewalk that ties into the TH 5 sidewalk to a position that has the least impacts to the existing trees. The plans should also show the grading impacts and measures taken for tree protection. For questions regarding these comments contact Nancy Jacobson, Mn/DOT Design Section, at (651) 234-7647. An equal opportunity employer Water Resources: A drainage permit will be required. The petitioner has submitted all necessary storm water information, so all that remains is the drainage permit application. Please direct questions concerning drainage issues to Derek Beauduy, Mn/DOT Water Resources Section, at (651) 234- 7522. Permits: As noted previous, a Storm Water Permit will be required. In addition, a Short Form Permit is required for the sidewalk construction. Additionally, any work impacting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at http://www.dot.state.mn.us/uti. Please include one full-size plan set, and an 11 x 17 inch plan set for each permit application. Please direct any questions regarding permit requirements to Buck Craig, MnDOT's Metro Permits Section, at (651) 234-7911. As a reminder, there are four submittal options. Please submit either: 1. One (1) electronic pdf, version of the plans. Mn/DOT can accept the plans via e-mail at metrodevreviews.dotastate.mn.us provided that each separate e-mail is less than 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: Mn/DOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans to Mn/DOT's external FTP Site. Please send pdf. files to: ftp:OR2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotAstate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7797. Sincerely, W�li Senior Plann r Blind Copy sent via Groupwise: Nicole Peterson Tod Sherman E.Buck Craig Bruce Wetherbee Dale Matti Nancy Jacobson Ann Braden / Metropolitan Council File Copy: Mn./DOT Division File CS 1002 Mn/DOT LGL File City of Chanhassen, MN MN/OOT ORIGINAL [l,SL IM1 .[455 -T- ATSSECT IONMC�ORIEX MINNESOTA DEPARTMENT OF TRANSPORTATION /' ,.� RL.S rqA Np• rA+crc Sg -- M6NNe.s_TSWTM`iONE RIGHT OF WAY PLAT NO. 10-4 .-""SEI/4-SEI/4 w cr° eir sa11 1..11] 12 STATE PROJECT NO.1002t5=1211907 17 's DATUM- HAD 27a� IN THE SOUTHEAST QUARTER OF SECTION 12, T.116 N., R. 23 W., IN THE NORTHEAST QUARTER OF SECTION iJ, T.116 N., R. 2J W„ ax4r.TM _ CARVER COUNTY, MINNESOTA . LINI u 7 opt 1 e' I 5 fig` CITY 'T«°r� rr .� --„^ r„" W'd I^r_ � �:.° :"�.r�..w°". ;.'..:•,,.� . o..� .«� ,.. i...,,. 5•...,� . / / / •, sa15, 5]Lo woszs co.'ILa �T%.IW y°h9 f VALLEYr .. N.. � a .I� •.....I .. ..Q . j . / S 103 " CHAN a� t / OF So•0�•L•�OTKSM,� •,ir r Z c NW 1/4 -NF 1/4 500 MOVE `INA � d � / 1. ' y ��P s - -- r -C-l.� 5:�: situ E.SE]iiii ]rr PacEEL 2098 xo•( ]ulI ex0 � 1oo�N �oEy, Y - N BEV Y , 4 PL ZNo 00 Rl ~ SWI/4-NF1/4 T1• r.E. IN To. Y LASE MINE EAST eJ1 HIDDEN uu u] VALLEY ATSGUARTER CMONORNER i r SLOGK , !LOCK 6 HIDDEN VALLEY PARCEL RIGHT OF MAY IN SECTION 13 OWNER LOCATION •+ •�� „�, 2098 AMOCO OIL CO. NMI/4NSI/1 0.01 0.03 12 -J -S4 EE 211 CHANHASSEN POST •580 EGI HO212 SW1 /4NEI/4 0.29 12 -AM. AVP INC. NWI/INET/I 11 1 -NANHASSEN U I HAVEN Y e NEI// I/4 0.02 EE 6 RIGHT OF WAY IN REGISTERED LAND SUiVEY N0. 98 : U t M" I a�, i I -�- z 209C HOU"NO L REDEVELOPMENT AUTNOIIITT FOR ICITI OF CMANNA EN TRACT A 1128 410 1110 12-1-9/FEE .I°i•T, «I"� �r �.� RIGNT OF WAY IN CHAN HAVEN PLAZA 200 ADDITION �w.'T"'F�•^:a'�,�:�.,:'�'�'!�'SlM.�•:.Y'91'"TZ°fP'�°uts...�"''iRT.":�a :9�1i I N A NH IN C LOT 8LI{I 91241 1 1 IEEE RIGHT OF WAY IN CHANHASSEN ESTATES ! S113G1.l1�21 T 1 7Y A T T I IZIMrTN 1111IENT•T]4, ANIS aro .-SIGN ua] a.u• Ixah.•xs^ .1a5 .].• g: z .. 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Tl iMlE't To 0.5 E EAST Aro T- HIGHWAY No, 101 IT THE 4 TRIM H11NWA, W. 5 1611. IAT 11. i""M•'C�Y. »T^i •"• T.w"�• �w ��ii4r �: N,. si�iw r vr°i .� w.•i . M-�r'+•w .I°i•T, «I"� �r �.� �w.'T"'F�•^:a'�,�:�.,:'�'�'!�'SlM.�•:.Y'91'"TZ°fP'�°uts...�"''iRT.":�a :9�1i LOIVENTIQ.LL 1YMlIms yJEA�-_ �-••A.,] L �r__ _ _ Ara,,. 4.•i��-_� �n �iirTTii•i r�� Lam. • ��Y�=_ .nom i••er [�.� �_---��-- ,�s,..,55 1291 T. r' �0.11f-Ixt IT01 cur"T1EE�- I CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 4/19/11 CC DATE: 5/9/11 REVIEW DEADLINE: 5/20/2011 CASE #: 11-04 BY: AF, AK, TJ, JM, ML I. "The Chanhassen Planning Commission feraommends t City Council approves a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 — 6." 8 2. "The Chanhassen City Council approves a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 — 4. And 3. "Adoption of the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting Site Plan Approval for a 3,915 square -foot retail building, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy; and a Conditional Use Permit for gas pumps and to permit multiple buildings on a single lot for the redevelopment of property located at 7905 Great Plains Boulevard. LOCATION: APPLICANT: 7905 Great Plains Boulevard (See Exhibit A) Russ Rosa Rosa Architectural Group, Inc. 1084 Sterling Street St. Paul, MN 55119 651-739-7988 Khaled Aloul 231 East 105`h Street Bloomington, MN 55420 651-343-4995 khalaloul@gmail.com PRESENT ZONING: Highway and Business Services District (BH) 2030 LAND USE PLAN: Commercial ACREAGE: 1.1344 Acres (49,414.5 square feet) DENSITY: F.A.R. 0.11 BP Gas Station Planning Case 11-04 April 19, 2011 Page 2 of 22 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. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting conditional use permit and site plan approval to redevelop the Chanhassen BP Gas Station site. The existing development consists of a 1,030 square -foot retail building, one car wash and six gas pumps. The request is for a 3,915 square -foot, one-story convenience store, 1,503 square —foot double car wash, a 32 -foot by 74 -foot 8 -inch gas canopy and six gas pumps. BP Gas Station Planning Case 11-04 April 19, 2011 Page 3 of 22 To the north of the subject site is the self -serve car wash and Valvoline. To the south of the site is Highway 5. To the east of the site is Master Collision and Brown's Tire and Auto, and located to the west of the site is Great Plains Boulevard and Holiday Gas Station. Water and sewer services are available to the site. Access to the parcels is gained via Great Plains Boulevard. Staff is recommending approval of the site plan and conditional use permit, subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 20, Article Il, Division 2, Conditional Use Permits Sec. 20-232. General issuance standards. Sec. 20-290. Convenience stores with gas pumps. Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XVII, Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development BACKGROUND On May 29, 2001, the City Council approved a Site Plan and Conditional Use Permit with a variance for Holiday Station, located west of the subject site, across Great Plains Boulevard. This approval allowed a 213 -foot separation from the nearest gas pump at Amoco, currently BP. On January 22, 1990, the Chanhassen City Council approved ordinance #116 making convenience stores with gas pumps a conditional use in the BH district and amending section 20-290 adding the following: (6) Gas pumps and/or storage tank vent pipes shall not be located within one hundred (100) feet of any parcel zoned or guided for residential use. (7) A minimum separation of two hundred fifty (250) feet is required between the nearest gas pumps of individual parcels for which a conditional use permit is being requested. BP Gas Station Planning Case 11-04 April 19, 2011 Page 4 of 22 On January 23, 1988 the Chanhassen City Council approved site plan 88-11, to redevelop the site to permit a 1,030 square -foot convenience store, 30 -foot by 101 -foot gas canopy, six gas pumps and a single -bay automatic car wash. C'ar ��'asY Gas / F'mnps •"� �IIIWdIII Cm.0000 Prior to 1988 the site contained an Amoco Standard Station and automatic car wash. CONDITIONAL USE PERMIT In 1988, when the Amoco site plan was approved, a Conditional Use Permit (CUP) was not required for convenience stores with gas pumps. This requirement was adopted in 1990, therefore, the subject site does not have an existing CUP for the gas pumps and is legal nonconforming. Since the applicant is requesting site plan approval to redevelop the site, the current standards and requirements of the City Code must be enforced, including requiring a CUP for the gas pumps. The subject site is in compliance with the CUP standards as outlined in Section 20-290 Convenience stores with gas pumps criteria: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. Gas pump stacking area deemed to be appropriate by the city shall not intrude into any required setback area. The proposed site plan complies with this condition. 5. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 6. Facilities for the collection of waste oil must be provided. BP Gas Station Planning Case 11-04 April 19, 2011 Page 5 of 22 7. Gas pumps and/or storage tank vent pipes shall not be located within 100 feet of any parcel zoned or guided for residential use. The proposed site plan complies with this condition. 8. A minimum separation of 250 feet is required between the nearest gas pumps on separate parcels. Variance granted in 2001. In 2001, the Holiday Station, located west of the subject site across Great Plains Boulevard, received site plan approval and a variance to permit a 213 -foot separation from its pump to the nearest gas pump at Amoco, currently BP. The proposed site plan will maintain the 213 -foot separation, being that the nearest gas pump will remain in the same location. Staff recommends approval of the conditional use permit. GENERAL SITE PLAN/ARCHITECTURE The applicant is requesting site plan approval for a 3,915 square -foot one-story convenience store, a 1,503 square -foot double car wash, a 32 -foot by 74 -foot 8 -inch gas canopy and six gas pumps. Convenience stores and car washes are permitted uses and gas pumps are a Conditional Use in the BH district. The applicant is proposing to redevelop the BP gas station site by: • Removing the existing convenience store which currently sits under the gas canopy, • Relocating two gas pumps under the canopy where the building was located, • Constructing a larger convenience store to the east side of the site, and • Adding a second car wash bay and mechanical storage building. u i <-J Existing r r i Conditions BP Gas Station Planning Case 11-04 April 19, 2011 Page 6 of 22 In 1988, the car wash was viewed as an accessory use to the convenience store; however, both a car wash and a convenience store are permitted uses within the BH district. This means that each use could be located separately on a single lot and are considered to be principal structures. City Code Sec. 20-903 permits groupings of building only with approval of a CUP. Again, since the applicant is requesting site plan approval, the current standards and requirements of the City Code must be enforced. The site is accessed off of Great Plains Boulevard. The location of the gas canopy will remain; however, the size of the canopy will be reduced. The drive aisle between the canopy and the edge of the bituminous on the south property line is 14 feet and does not comply with the 26 -foot drive aisle required by city code. Being that the width is an existing nonconformity and will not change; the nonconforming width can remain as outlined in Section 20-72. (a) Nonconforming uses and structures: Any nonconformity, including the lawful use or occupation of land or premises existing at the time of the adoption of an additional control under this chapter may be continued, including through repair, replacement, restoration, maintenance or improvement, but not including expansion. The convenience store will be relocated to the east and surrounded by the drive aisle/stacking lane for the car wash. The trash enclosure will also be located on the east side of the site. There is a sidewalk and patio area proposed on the west and south side of the convenience store for patrons. The existing car wash will remain, with a second wash bay attached to the south side of the structure. The mechanical storage building will be located on the north side of the existing wash bay. The storage building is located in an easement and will require an encroachment agreement from the city. The applicant is also proposing a sidewalk connection form the trail along Highway 5 to the site near the convenience store. This will require a permit from MnDOT to work within the right-of- way. ARCHITECTURAL COMPLIANCE Size Portion Placement The City Code promotes the location of the building nearest to the setback lines as outlined in the district regulations. This site is unique in the fact that it has frontage on both Highway 5 and Great Plains Boulevard. The applicant worked within the constraints of existing structures on the site (gas pumps, canopy, and car wash) and the city code requirements to redevelop the convenience store. The minimum setback in the BH district is 25 feet from the front property line. The convenience store is proposed to be set back 25 feet from the south property line along Highway 5 and to the east side of the property. The car wash and gas canopy are located approximately 60 feet from the west property line along Great Plains Boulevard. BP Gas Station Planning Case 11-04 April 19, 2011 Page 7 of 22 The trash enclosure and drive aisle/vehicle stacking for the car wash surrounds the convenience store. o — •z,,. �0 CRNE L/�IE � i 404 CAR UASW artl � 4 u r if F= 9 N� fT —" �� I T O • 1•IiG. b o I I g � f PROPOSED SITE PLAN The proposed 3,915 square -foot convenience store is a single -story building. The main entrances into the building are located on the west elevation. The entrances are surrounded by windows and lined with fabric awnings across the top of the windows. The southwest corner of the building is further accentuated with a 3'/2 -foot parapet with cornice. 7f6t (F'oofi t. PROPOSED BUILDING ELEVATION - WEST There is a second patron entrance located on the south elevation of the building to access the patio and the proposed sidewalk connection to the trail along Highway 5. The entrance is also BP Gas Station Planning Case 11-04 April 19, 2011 Page 8 of 22 surrounded by windows, fabric awnings and a parapet with cornice to accentuate the southwest corner of the building. PROP05ED BUILDING ELEVATION - SOUTN The east elevation of the building is located adjacent to the Brown's Tire and Auto and Master Collision auto body properties, which is located at a higher elevation than the convenience store. This elevation contains a service door and one window with a fabric awning on top. This elevation is the "back" of the building; however, it will be visible from westbound traffic traveling on Highway 5. Therefore, the fenestration shall be increased to meet code requirements for elevations viewed by the public. This issue will be discussed in greater detail later in the report. P� )POSM BIALONG ELEVATION - EAST The north elevation of the proposed building is adjacent to the Valvoline Instant Oil building, which is also situated at a higher elevation and will have minimal view by the public. The applicant is proposing architectural detailing with columns and varied materials, to accentuate this elevation, as well as additional landscaping between the property line and the drive aisle and drive aisle and the building. BP Gas Station Planning Case 11-04 April 19, 2011 Page 9 of 22 PROPOSED BUILDIWG ELEVATION - NORTN Building Articulation The articulation of the building steps back twice along the south elevation. The building steps back six feet from the southwest corner of the building and then back an additional 11 feet toward the southeast side of the elevation. Along the west elevation, the building steps back 1-2 feet from the southwest corner. In addition, the building articulation incorporates columns of cultured stone. Articulation is further enhanced through the use of storefront windows, awnings and parapet wall with cornice. Color and Material There is a combination of materials including brick, block, and EFIS incorporated into the design to provide visual interest to the building. The west and south elevations of the building (front) are primarily constructed of storefront windows bordered with aluminum frames and muted tan, limestone and wine colored cultured stone columns. Above the windows is an accent fabric awning. Above the awnings is a medium tan EFIS accent band. The parapet and cornice are light beige and darker tan EFIS topped with a prefinished medium tan metal cap. The east and north elevations are primarily constructed buff tan brick masonry and with a limestone rock face at the base. The elevations are accented with cultured stone columns and continue the medium tan EFIS accent band and the light beige and darker tan EFIS parapet and cornice topped with a medium tan prefinished metal cap. Height and Roof Design The single -story building is 18 feet in height to the roof. The roof articulation is provided through a 3'/2 -foot parapet wall at the southwest corner of the building and stretches approximately 35 feet along the west and south elevations of the building. City code requires that each building contain one or more pitched elements, such as a pitched roof, awnings or entrances. There is an accent fabric awning located above the storefront windows and doors of the south, west and east elevations. Additionally, the parapet with cornice provides vertical detail to the building. BP Gas Station Planning Case 11-04 April 19, 2011 Page 10 of 22 The mechanical equipment is located in the center of the roof and is screened through the use of the parapet wall surrounding the building. The roof top equipment will be adequately screened from view. PROPOSED BUILDING ELEVATION - EAST Facade Transparency City code requires that 50 percent of the first floor elevation that is viewed by the public shall include transparent windows and/or doors. The south and west elevations of the building exceed this requirement. Being that the east elevation will be visible to traffic traveling westbound, it must incorporate faVade fenestration. The picture to the right is a view of the site from the westbound lane on Highway 5. Currently, there are mature evergreen trees screening the existing building; however, these evergreens are to be removed and are in the location of the proposed drive aisle/vehicle stacking area for the car wash. The applicant is proposing additional landscaping; however, the Autumn Spire Red Maples proposed near the building are overstory trees and the east elevation of the building will still be visible. Additionally, the proposed pond will preclude landscaping in the areas of the building that will be visible to the public. BP Gas Station Planning Case 11-04 April 19, 2011 Page 11 of 22 City code, Section 20-1068 Fagade transparency, does allow for reduced transparency standards for uses within buildings that do not readily allow windows, such as storage areas. The interior uses adjacent to this elevation are storage and restrooms. The fenestration requirement in these areas can be achieved through the use of upper level windows, spandrel glass, and glass blocks or increased architectural detailing. The applicant has shown one window and service door on the east elevation; however, based on a site visit it is staff's opinion that the fenestration on the east elevation should be increased. Staff is recommending the fenestration on the east elevation be added to the sections labeled A and B in the schematic below. PROPOSED BUILDING ELEVATION - EAST The north elevation faces the drive aisle/vehicle stacking for the parking lot and abuts Valvoline Instant Oil. There is a 10 -foot rise from the subject site up to the Valvoline Instant Oil property. The applicant has included architectural detailing, including columns and changing of materials as well as providing landscaping between the drive aisle and the building. PROPOSED BUILDING ELEVATION - NORTW BP Gas Station Planning Case 11-04 April 19, 2011 Page 12 of 22 The applicant is proposing to reconstruct the existing car wash in the same location and add a second car wash bay and a mechanical storage building on the north side of the car wash. The proposed car wash is 13'4" in height and 1,503 square feet. The car wash will be constructed using the same materials as the convenience store. The only signage on the car wash will be directional entrance and exit signs above the car wash doors. PROPOSED CAR WASH ELEVATION The applicant is proposing to reconstruct a gas canopy over the six gas pumps. The current canopy is 30 feet by 101 feet. The applicant is proposing a 32 -foot by 74 -foot 8 -inch gas canopy. The proposed canopy is 16 feet 6 inches in height. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. PROPOSED CAR WASH ELEVATION The applicant has shown a projecting neon stripe and the BP logo on the canopy. Signage is not permitted on the canopy. The canopy may contain only a one-dimensional stripe. No other signage, including the logo, is permitted on the canopy. LIGHTING/SIGNAGE Lighting City code requires that the applicant provide site lighting for the parking lot area to provide adequate levels of safety. Site lighting may be provided via 30 -foot tall light poles/fixtures. All fixtures must be shielded, high-pressure sodium or Light -Emitting Diode (LED) with a total cutoff angle equal to or less than 90 degrees. Wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees and shall not be directed skyward. To minimize off-site impact, light levels shall not exceed one-half foot candle at the property line. It appears that the proposed lighting complies with city code. CM1-EXS-XX extemal house side shield EPA = 0.57 ft' BP Gas Station Planning Case 11-04 April 19, 2011 Page 13 of 22 The proposed lighting on the building is wall sconces and the lighting throughout the parking lot is external house side shield light posts. The applicant submitted photometric calculations for the site, and the lighting for the common vehicular access is sufficient and complies with City Code. The lighting within the canopy shall be recessed. No external lighting on the canopy is permitted. Signage The applicant is proposing wall signage on the west and south elevation of the building located above the awnings on the parapet wall. There is currently a 64 square -foot, 16 -foot tall pylon sign located on the corner of Highway 5 and Great Plains Boulevard. The sign does not comply with the required 10 -foot setback; however, it is nonconforming and may be continued. The applicant is proposing to continue the use of the pylon sign. As part of the reconstruction of the gas canopy, the applicant is proposing to continue the green stripe and the BP logo on the canopy. It was believed that the stripe and logo were legal nonconforming and could be replaced. However, upon researching the previous 1988 site plan for the Amoco gas station and the conditions of approval; Condition #6 states: The gas canopy shall not be permitted any signage including the Amoco stripe name. This prohibition is consistent with the current sign ordinance. Therefore, the canopy may contain a one-dimensional stripe, not a projecting neon stripe, and may not contain the logo or any other signage on the canopy. All signage shall comply with city code and requires a separate sign permit application. Site Furnishing The applicant is proposing a patio area with tables on the south side of the building adjacent to the interior customer area containing beverages and hot food. The site also contains landscaping throughout the site and around the building. Loading Areas, Refuse Area, etc. The loading zone for the convenience store can be accommodated through the service door located on the east elevation. There is a sidewalk connection from the drive aisle to the door. BP Gas Station Planning Case 11-04 April 19, 2011 Page 14 of 22 The proposed location of the free-standing trash enclosure is also on the east side of the building and drive aisle/vehicular stacking area. The trash enclosure is 8 feet tall, 12 feet wide by 8 feet deep, and contains one dumpster. The enclosure will be constructed of Rock Face Masonry at the base, Brick Masonry sides and a precast cap. The doors of the enclosure will be constructed of a Medium Tan synthetic decking material attached to metal frame with a metal latch and brackets. The enclosure will be consistent in color with the building. Lot Frontage and Parking Location Frontage The subject site fronts on Highway 5 and Great Plains Boulevard. This site has street frontage on both Highway 5 and Great Plains Boulevard. The site is unique in the fact that it is being redeveloped and the gas pumps, canopy and car wash are to remain. The minimum setback in the BH district is 25 feet from the front property line. The convenience store is proposed to be set back 25 feet from the south property line along Highway 5 and located on the east side of the property. The car wash and gas canopy are located approximately 60 feet from the west property line along Great Plains Boulevard. The edge of the proposed parking lot is set back 10 feet from the property line and shall incorporate an approved landscape buffer. City approval of the shrub species and planting spacing is required before installation. Parking There are 20 stalls required for the site, one space per 200 square feet of the retail building. There are a total of 23 parking stalls proposed on the site; 11 parking stalls along the south and west property lines and in front of the convenience store and 12 spaces at the gas pumps. The parking space located farthest from the entrance of the convenience store (space labeled 6 on the site plan) is shown as handicap accessible. Minnesota State Building Code states the accessible parking space must be located "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible L 'ld' ui ng entrance. Staff is recommending the space labeled 10 or 11 with adjacent 8 -foot access aisle be designated as handicapped accessible. BP Gas Station Planning Case 11-04 April 19, 2011 Page 15 of 22 ACCESS The existing driveway at Great Plains Boulevard will be used to access the new convenience store. The main drive aisle to the convenience store will be on the north side of the gas pump canopy. This site plan must be adjusted so that the main drive aisle is at least 26 feet wide, which is the minimum width required by city code for two-way traffic. The area under the canopy cannot be included in the drive aisle width. The drive aisle on the south side of the gas pump canopy is 14 feet wide. This drive aisle width does not meet the city code minimum requirement for one-way traffic; however, since it is an existing condition it is grandfathered in. A 13 -foot wide, one-way drive aisle is proposed on the site to access the trash enclosure and to provide access and queuing for car wash bays. The drive aisle is not wide enough to allow for a vehicle to bypass the car wash line in the event that the wait time is too long for a patron. Staff has raised this issue with the owner. The applicant is proposing to add a sidewalk connection from the trail along Highway 5 to the site near the proposed patio and south entrance to the building. All sidewalk connections shall meet ADA requirements and incorporate pedestrian ramps. LANDSCAPING Minimum requirements for landscaping include 1,984 square feet of landscaped area around the parking lot, 7 trees for the parking lot, and bufferyard plantings along Highway 5, Great Plains Boulevard and north property line. The proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant does not meet specific minimum requirements for bufferyard plantings, but does meet the intent of the requirements. For the highway bufferyard, the applicant is using more overstory trees than required and is planting 17 trees total compared to the 16 required. However, staff recommends that the tree requirements along Great Plains Boulevard be met by Required Proposed Vehicular use landscape area 1,984 square feet >1,984 square feet Trees/landscape area 7 canopy trees 7 canopy trees Highway 5 5 canopy trees 8 canopy bufferyard B — 280' 11 understory trees 9 understory 16 shrubs 21 shrubs Great Plains Boulevard. 2 canopy trees 4 canopy bufferyard B — 80' 3 understory trees 0 understory 4 shrubs 4 shrubs North property line 2 canopy tree 6 canopy trees bufferyard A — 290' 4 understory trees 10 understory 4 shrubs 0 shrubs The applicant does not meet specific minimum requirements for bufferyard plantings, but does meet the intent of the requirements. For the highway bufferyard, the applicant is using more overstory trees than required and is planting 17 trees total compared to the 16 required. However, staff recommends that the tree requirements along Great Plains Boulevard be met by BP Gas Station Planning Case 11-04 April 19, 2011 Page 16 of 22 increasing the number of understory trees. The applicant can shift quantities on site and meet the minimum requirements for each bufferyard. GRADING/DRAINAGE The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. This revision may require a short retaining wall. If a retaining wall is to be installed at this location, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. The site improvements require up to one foot of cut over the existing sanitary sewer on the north side of the site. Based on the as -built information available, there is more than 10 feet of cover over the sanitary sewer; therefore, there will still be adequate cover over the pipe. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. Wetlands There are no wetlands located within the subject site. Lakes The proposed project does not lie within 1,000 feet of the ordinary high water level (OHW) of any public waters; therefore, it is not within a shoreland district. Drainage and Erosion and Sediment Control The plans show a new 24 -inch diameter private storm sewer between the proposed filtration basin and the existing 12 -inch diameter private storm sewer. The storm sewer design model indicates that the 10 -year discharge rate from the filtration basin will not exceed the existing rates and will only slightly exceed the 100 -year storm event. Measures must be taken to protect the filtration feature from sediment deposition and compaction resulting from the operation of heavy equipment in this area. These measures need to be indicated on the plan set. The applicant is strongly encouraged to plant the basin with plugs to ensure establishment of deep-rooted vegetation and for aesthetics. The MPCA Plants for Stormwater Design is recommended for selecting planting materials appropriate for anticipated conditions. Because this is an alternative stormwater Best Management Practices (BMPs) and will be privately owned and maintained, an operations and maintenance manual will need to be created and provided to the city for review and approval. BP Gas Station Planning Case 11-04 April 19, 2011 Page 17 of 22 City standard detail plate 5300 shall be used to show silt fence installation. Preassembled is not appropriate for the anticipated conditions; machine sliced or more protective should be used. This should be used as shown for perimeter control as well as to protect the filtration basin. No rock construction entrance will be required because of the remaining asphalt entrance. However, a note shall be included on the plan indicating that the contractor will be required to remove tracking from Great Plains Boulevard as needed. Proposed grading limits will be less than the 1.0 acre disturbance threshold at which an NPDES permit is required. In the event that the disturbance exceeds that threshold, the owner and their contractor must apply for an NPDES permit as soon as it is known that the site will exceed one acre of disturbance. UTILITIES The site is currently served by two one -inch diameter water services. These water services will be abandoned. A new six-inch diameter private water service is proposed to be installed to serve the convenience store and the car wash bays. The service will extend from the existing 10 -inch watermain within Great Plains Boulevard. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service connection. The new water service connection requires cutting into Great Plains Boulevard. A $7,600 cash escrow must be submitted to ensure that the street is properly patched. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. The six-inch private watermain north of the building must be a minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. The existing sanitary sewer service to the site extends from the 10 -inch trunk sanitary sewer on the north side of the site. Sewer service to the convenience store will extend from the existing service. City water and sanitary sewer hook-up fees and the Metropolitan Council Sewer Access Charge (SAC) fee will be due with the building permit. The fees will be based on the additional SAC units resulting from the convenience store construction and the car wash expansion. The SAC units are determined by the Metropolitan Council. The current fees are $5,393/SAC unit for City water, $2,026/SAC unit for City sewer and $2,175/SAC unit for the Metropolitan Council SAC fee. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. BP Gas Station Planning Case 11-04 April 19, 2011 Page 18 of 22 MISCELLENOUS The building is in excess of 2,000 square feet and is required to have an automatic fire extinguishing system. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. A separate demolition permit will be required if demolition is intended prior to building permit issuance. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Lot Ordinance Requirements Subject Site Area 20,000 square feet 49,414.5 square feet Frontage 100' S: 455.72' W: 163.84' Depth 150' approx: 335.35' Lot Coverage 65% 65% Building Height Ordinance Requirements Subject Site Principal two-story one-story: 21'6" Accessory one-story one-story: 134" Gas Canopy one-story one-story: 16'6" Building Setbacks Ordinance Requirements Subject Site West Front yard 25' 62' Car wash 54' Gas Canopy South Front yard 25' 25' Convenience Store 40' Gas Canopy Side yard 10' 26' Convenience Store 15' Car wash storage building Parking Requirements Ordinance Requirements Subject Site Stalls 1:200 (Retail) Convenience Store 3,915square feet /200 = 20 stalls 11 + 12 at pumps= 23 South Front yard 10'w/ screening, 25' without 10' with Screening RECOMMENDATION Staff and the Planning Commission recommends the Chanhassen City Council adopt the following motions and adoption of the attached findings of fact and recommendation: A. "The Chanhassen City Council approves a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions: BP Gas Station Planning Case 11-04 April 19, 2011 Page 19 of 22 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard." and - B. "The Chanhassen City Council approves the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions: 1. Building Official a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. BP Gas Station Planning Case 11-04 April 19, 2011 Page 20 of 22 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. c. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. i. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. j. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 1. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. BP Gas Station Planning Case 11-04 April 19, 2011 Page 21 of 22 in. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet C I shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. r. The two existing one -inch copper water services must be abandoned at the watermain. s. Access control should be shown on the site plan. MnDOT right-of-way must be clearly labeled. The site plan should identify the B -corners, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28th, 1991. t. The right-of-way should be shown as the north line of the triangle piece denoted Parcel 209B, as shown in Minnesota Department of Transportation Right -of - Way Plat No. 10-4, dated January 28th, 1991. u. The MnDOT right-of-way line along the west property line must be clearly noted on the plan. v. The developer shall submit a plan showing construction limits and a proposed typical sidewalk pavement section. w. The plan should relocate the section of sidewalk that ties into the TH 5 sidewalk to a position that has the least impacts to the existing trees. The plan should also show the grading impacts and measures taken for tree protection. x. A Storm Water Permit is required by MnDOT. 4. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. BP Gas Station Planning Case 11-04 April 19, 2011 Page 22 of 22 b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. f. All signage shall comply with City Code and requires a separate sign permit application." and C. "Adoption of the findings of fact and recommendation." ATTACHMENTS 1. Exhibit A: Legal Description. 2. Findings of Fact and Recommendation. 3. Development Review Application. 4. Reduced Copy Existing Conditions Dated Received 3/21/2011. 5. Reduced Copy Grading Plan. 6. Reduced Copy Utility Plan. 7. Reduced Copy Landscape Plan & Details. 8. Reduced Copy Site Plan. 9. Reduced Copy Floor Plan. 10. Reduced Copy Site Lighting Plan. 11. Reduced Copies Building Elevations (colored). 12. SPR 88-11 Conditions of Approval. 13. Public Hearing Notice and Mailing List. g\plan\201 I planning cases\I 1-04 by gas station site plan & cup\cc staff report.doc EXHIBIT A Survey Metes and Bounds Description: A survey of that part of Northwest quarter of the Northeast quarter, Section 13, Township 116 North, Range 19 West, of the 51h Principal Meridian, City of Chanhassen, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said quarter; thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said quarter to a point of the Easterly right-of-way line of State Trunk Highway 101, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point of the Northerly right-of-way line of State Trunk Highway No. 5; thence South 59 degrees, 02 minutes 31 seconds 354.52 feet along the Northerly right-of-way line of State Trunk Highway No. 5 to the Easterly comer of Parcel 209B of the Minnesota Department of Transportation right-of-way Plat No. 10-4; thence South 89 degrees 50 minutes 18 seconds West 34.38 feet along the Northerly line of Parcel 209B to the Westerly corner of said Parcel 209B; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to a point of the Easterly right-of-way line of State Trunk Highway No. 101; thence North 00 degrees 11 minutes 00 seconds East 163.84 feet along the Easterly right-of-way line of State Trunk Highway No. 101 to the point of beginning, containing 49,414.5 square feet, or 1.134 acres. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Khaled Aloul for approval of a Conditional Use Permit and Site Plan, Planning Case #2011-04, for a convenience store with gas pumps and multiple buildings on a single lot, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard. On April 19, 2011, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Khaled Aloul for a conditional use permit and site plan approval for a convenience store with gas pumps and multiple buildings on a single lot, for property located at 7905 Great Plains Boulevard. The Planning Commission conducted a public hearing on the proposed Conditional Use Permit and Site Plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services (BH). 2. The property is guided as Commercial by the 2030 Land Use Plan. 3. The legal description of the property is described as shown in Exhibit A. 4. Conditional Use Findings: a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Finding: The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Approval of the conditional use allows the continuation and intensification of the existing use and enhances the appearance of the development. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. Finding: The proposed use is consistent with the city's comprehensive plan land use designation and complies with the district regulations and standards. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The proposed use is designed, constructed, operated and maintained to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The site is currently being used for a convenience store with gas pumps. The surrounding uses are automobile -related uses. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The proposed use and redevelopment of the gas station will not be hazardous or disturb existing or planned neighboring_ uses. Currently there are multiple buildings located on the subject site, a convenience store with gas pumps and an existing car wash. The subject site is located in the Highway and Business Services (BH) District which permits auto -related uses, including convenience stores with gas pumps. The surrounding properties include auto repair and service and a gas station across Great Plains Boulevard. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The proposed use is served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The use is adequately served by existing public facilities. Finding: The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The proposed use does not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, hones, glare, odors, rodents, or trash. The use is compatible with the surrounding uses. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: The proposed use has adequate vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. 2 Finding: The proposed use does not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. Finding: The proposed use is aesthetically compatible with the area. The proposed redevelopment of the site should enhance the appearance of this corner. k. Will not depreciate surrounding property values. Finding: The proposed use will not depreciate surrounding property values, but shall enhance the surrounding properties. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The proposed use meets standards prescribed for certain uses as provided in the CUP standards. The development complies with the BH district regulations and the design standards for Commercial, Industrial and Office Institutional development. 5. In evaluating a Site Plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is consistent with the elements and objectives of the city's development guides and the comprehensive plan. The proposed development enhances the commercial use, provides an important commercial service, is located in the commercial core of the community and utilizes the existing infrastructure. b. The proposed development is consistent with the site plan review requirements; Finding: The proposed development is consistent with the site plan review requirements as outlined in the City Code. c. The proposed development preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Finding: The subject site is currently developed with a convenience store, gas pumps with gas canopy and a car wash. The proposed development will be designed to keep with the general appearance of the area; additional landscaping and a retention pond are proposed as part of the site plan. d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; 3 Finding: The relationship of the proposed buildings and open space is harmonious with the natural features and existing structures on the site. The applicant worked diligently to design the site around the existing location of the car wash, gas pumps and gas canopy and the requirements of the City Code. The proposed building has a better orientation the surrounding public spaces. e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; Finding: The proposed development maintains a sense of order. The drive aisle and vehicle stacking area for the car wash is located around the convenience store and will not interfere with customer parking or access to the gas pumps. 2) The amount and location of open space and landscaping; Finding: The proposed development incorporates landscaping and a retention pond and complies with the 65% site coverage as required in the BH zoning district. 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and Finding: The materials, textures, colors and details of construction are an expression of the design concept. The architecture is repeated throughout the site, the materials and elements are incorporated in each structure. 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The functionality of the vehicular and pedestrian circulation will not interfere with one another. The vehicle stacking for the car wash is located around the convenience store. The applicant is adding a sidewalk connection from the trail along Hwy 5 to the convenience store. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of significant views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed site plan is consistent with all plans and specifications and development design standards for the BH District. 4 RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan, Planning Case #2011-04, for a convenience store with gas pumps and multiple buildings on a single lot, property located at 7805 Great Plains Boulevard, on property zoned Highway and Business Services (BH) District. ADOPTED by the Chanhassen Planning Commission this 19'' day of April, 2011. CHANHASSE -'SING COMMISSION BY: Its Chairman 5 EXHIBIT A Survey Metes and Bounds Description: A survey of that part of Northwest quarter of the Northeast quarter, Section 13, Township 116 North, Range 19 West, of the 5`h Principal Meridian, City of Chanhassen, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said quarter; thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said quarter to a point of the Easterly right-of-way line of State Trunk Highway 101, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point of the Northerly right-of-way line of State Trunk Highway No. 5; thence South 59 degrees, 02 minutes 31 seconds 354.52 feet along the Northerly right-of-way line of State Trunk Highway No. 5 to the Easterly corner of Parcel 209B of the Minnesota Department of Transportation right-of-way Plat No. 10-4; thence South 89 degrees 50 minutes 18 seconds West 34.38 feet along the Northerly line of Parcel 209B to the Westerly corner of said Parcel 209B; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to a point of the Easterly right-of-way line of State Trunk Highway No. 101; thence North 00 degrees 11 minutes 00 seconds East 163.84 feet along the Easterly right-of-way line of State Trunk Highway No. 101 to the point of beginning, containing 49,414.5 square feet, or 1.134 acres. T PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: a� 2 0 + 2c) Contact: L L Phone: 1�5 /- 3 4 4-q qqFax: c/16 2 - - 2C -7� Email: L51 -t �21 � lou �0f M a,` . �C, -k Planning Case No., -O i I —0 ;i' MJF Gi-iANHASSEt•! �ri.rri rC� MAR 2 1 2011 :,H,ANHASSEN uL AUMNG GE? t Property Owner Name and Address: GL►��17��e--� .Vl'1>y-7 Contact: K Pi a Jed L cu L Phone:(., 4-,4,,4elel`?- Fax: �1S2��L7-2�7 Email: jou 1,4IV NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP4�� Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review X Site Plan Review (SPR)' SSS DT Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign $200 (City to install and ve) X EscroytWz F Fees/Attorney Cost- - $50(C P AC/VAR/WAP/Metes & Bounds - $450 Minor SUB n c� 31 •fir r TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED C_ v V Vt /C- C 16- t- —-9 vt�s- CLAS VLavvir /Z,aN, PROJECT NAME: LOCATION:%%n�I GcVr/a,14G7f3LV� ,h 57 LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: /- /3 44 WETLANDS PRESENT: YES �k_ NO �7 PRESENT ZONING: �✓ 14 REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: a 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. Signbt6re of Applicant ate Signature of Fee Owner gAplaMformsWevelopment review application.doc -Z1- lr Date SCANNED 014 ATE O►% M OTA mill SURVE •SITE E L !11 ANHcrry SS Ili OF CMANNASS[N r -� ti T VICINITY MAP [ Ilrr wm*mn p4�1 e�:a� �k ��Y 1 ii9�$n91�1��89a�EE$$a 4 TERAY PA9T In ._ Az �• Rlocx I RIA N 1 GATPIc P.ANf LATNN NA.'iT QTY OF HANHASROI CAAVNR COUNTY RfATN OP..N.MA -- i } mf rr.r Aa � � 3L� � .�" PART Of TN[ _.. .. Z •� In I/A oP rxr. NN I cANYEN cOUNrY j 'AII `r ATB oP YINNF9OTA r 41- oo dop • y^ I/ /' 0-1r SURVEY NRSB AND HOUNDS DESCRIPTION: / r,- ry a ow..�iL°`u o`,a�w�rv`...n • .w.nu .aa ....ww. nwa [BATODRR A t[OAL Rmor .� r. aaaa.w .w.wa w.r .....a..•wa.n •, ..w..w Kwon. NOTEH CORRESPONDING TO SCHEDULE "H" b .: maw .:n .�.nm�' ,rOYJ°°,ve.•;r`s'::' wr.w..•rm. Mw TONHIG: "HH' HIGHWAY AND BUM= MMCW BMMCT: STANDARDS STATEMENT OF ENCROACHMENTS: ©e- ALTA/ACSM-NSPS LWD TITIAS SURVEY r NNaoucrs Nam ..DxCA, w<. nw aR.r "[wws aaAtv.Ao Taw COMNrrbC M DESCFJMCN: �,r � .. r nn;i (r�niwv .anry-r c�rli4wc; iii m"`wn m (na"n. •a ramie%u ` �i lil R�� nau "°wr»"..M°w..w: ..a'a twen .a. orrw...u. ,. • u"a�`•w�.u: � � rw.c fdar.��v � wlm: immi u:n w®ow SURVEYOY+R'S CERTIFICATE [M;L`tirs r.fY s�pa[�Y[ ��. ro M n.�sr.w._m nt mu[• t.rw. arrl .� r ww.a.Ai m� M.`�' .ewww•`.my wwa u w..rr.own ..o.°oo"`aw a...o BASISr,..Ou FLOOD ZONE DATA: a....sAPICIPm.rr.ArmeN....r. 'ALTA/ACSM-NSPS LAND MU SURVEY' TT1 M 'NIY M5 COMPANY ci wm n y ■ �y y cw� '�m. S I S I S 1 � S1 ��1p�� I ., • rucN'k-1 SWAP a $ — " s 1 I 1 w M J j �'Y/Y mite's � M'.P �. / ^ " q.w.� �� •r ' ^ � � / �j;1 p to �_ r""�.y�=�.+aP"o" ■ / �` ' `�, 1 40 .y `u rmnc tf+a� fM Fal I ,; �,. _.-._ •. ...�....._..__---. " ,, ,�� Upo �r�o fort FQ PLOWE NociTM NOTES UP � 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES t T T / GRADING DRAINAGE a EROSION CONTROL PLAN C1 '� �II •� I � esawl lNO. r°is uc y I 1 uma Lwl i ulc°aoc. ins M1LNlUN'\ i w 01 o IT I �• V � r � Ir1�i9 — w wr w "� Osq • ®� � / n o �/--- ---T---T '00/ - O 0 O a / '�� - eov I I I "nu" ic I u N lnunC - ✓ VIP so. W.fi / NOTES - / - 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES UTILITY PLAN PLOWS Fl/(1NHYr.! w Iwlli.N.ww NOA-�T/M C% 02 0 ell RE CHTA Lr - - - - - - - - - - - j I ---- TI AS ----------- jyi SMULCH 4,JL C 14 TY am I EXIST. TFME;�LCW MULCH EXIST. 500 0 1.1 (a) PROPOSED LANDSCAPE PLAN \,�u I- - 3ff-w wN vxn P-mvw - i I f. MULCH 00� Rosa Architectural Group Inc. =4 SWft MrW a P" Ml mm WN at W11 -73111-7M flix BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 PROJECT MMIER: 21105 DATE 141AWRCH 115R, DRAWN Ely: 201 KIF CHECKED RY: RR "SIMS: FWAD" LAADSCAPE IY-W L1,1 8' STEEL STAKE 2 POLYPROPYLENE OR )LYETHYLENE l40 MIL. 1-1/2" ;1E SRAP TYPJ 9LE STRAND 14 GA. WIRE - 120' INTERVAL (TYP.) WRAP TO FIRST BRANCH BUCKLE WITH DOUBLE 1ND " GAUGE WIRE - 3 TREE GRADE OF PLANT TO L ORIGINAL GRADE 'LAYER OF SHREDDED )WOOD MULCH IN ER -EXTEND PAST STAKE c3O" STAKES SET 120' APART IDE THE BALL AT ANGLE - 3 PER BACQ=ILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL fi LANT SCHEDULE-LANDSCAFE PLAN 12' LONG REINF, RUBBER HOSE DOUBLE STRAND 14 GA. 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CHANHASSEN, MIN 55317 PROJECT NUMBER: 21105 DATE: MARCH 19. 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: PROPOSM LAADSCAPE DIErALS L1 2 N 1 e Rosa Architectural Group 3J5_36' ------ --- - ---- ------------� Inc. O a DRIVE LANE <— "' O sE P, 4 Stw*°r. 6 N1 11 Brae 9 rot 86f--7,W-nM I — l. i lex 861-73P-3186 GAR LU S C_ SINESS BP NEW / OSIGN GAS & CONVENIENCE I GAR WASH �� / STORE REMODEL / POND ' w / . OUT 7905 GREAT PLAINS BLVD. 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A �k:,_ � � � � ' r t am aK La F. �_ _. � ♦♦ a� s ek ek em r te/ ok ak«jri-: :ce rmt mom mem pk: PROJECT NLAINX. 21 105 DATE:-'� r ek nk Lx.::i... -: •aC eLCr- mp Om m.. ..rc. _, �' :::: .. �flr :.Y :r .... •.:. '� W MARCHMARCH 15. 1011 DRAWN R OnAM BY: Np r kake ek att Y. :ir ern: ;:L :r cie :. .',:ek ek Mjie een Lk Me. GIKCNm OV: RN a knkp ek ttt :. x MIkR Mem Ok aK Om ::: 'e St'eLx :Cam�k70/t:c .. K)NS: 0 k0k n' akL>':.. 11 rm Mtk ek /k MCm Cti 1Cmemfeere ek tie e/tr' k Okek it 000 tm del tbe LA m' qOTCAET`s I i PROPOSED SITE PLAN PNOTOMETRIGS N PMI) I" / 30'-0/ (ON IlxI1 PAPER) PM1,1 0 tt. 1 ,on ee/I .er,.,rt.,aK r,a,. ANOD. ALUM GLASS DOOI Lffo bp' 'Food -p aZ (Defi PLASTIC SIGNAGE TYPICAL BUILDING SIGNAGE )u• • r -d row rn PAPP INSUL P HM. D01 (�T) PROPOSED BUILDING ELEVATION - WEST w war. v -o• tai rn rm-m PROPOSED BUILDING ELEVATION -°SOUTH AL NW' • T -O (al fYn 1-AFW PROPOSED BUILDING ELEVATION - EAST A!1 yn• . 1'-0' tat rm f•AFM PRE -FINISHED MTL. CAP o S EIFS ACCENT BAND Rosa COLORED EIF5 Architectural EIF5 ACCENT BAND Group FABRIC ALUNING5 MOACT Nu ER 21105 DATE YMtCH 16, 2011 COLORED EIFS Inc. ACCENT LIGHTING Arnsaws: CULTURED STONE 1004 StM eMt PRE -FINISHED st P.µ mhw wh wtv ANOD. ALUM ut WI-739-72ee FRAMES W/ GLASS t" WI -730 -SM COLORED ROCKFACE BP MASONRY GAS & CONVENIENCE PRE -FINISHED MTL. CAP STORE REMODEL EIF5 ACCENT BAND COLORED EIFS EIF5 ACCENT BAND 7905 GREAT PLAINS BLVD. FABRIC AWNINGS CHANHASSEN, MN 55317 ACCENT LIGHTING CULTURED STONE ANOD. ALUM FRAMES W/ GLASS COLORED RF. MASONRY PRE -FINISHED MTL. CAP WALL PACK LIGHTING TYP. FABRIC AWNINGS COLORED BRICK MASONRY COLORED ROCKFACE o S MASONRY �� F PROFILE OF ROOFTOP HVAC UNITS TYP. PRE -FINISHED MTL. CAP MOACT Nu ER 21105 DATE YMtCH 16, 2011 COLORED EIFS DPA" er x cKcxm Ir: Hn WALL PACK Arnsaws: LIGHTING TYP. PAQAOl4® PRE -FINISHED BULDM ELEVATIONS SCUPPER t DOWNSPOUT A31 EXISTING. T TO BE RE- AS REOUIR MASONRY CULTURED NEW FUEL F DISPENSEF PROPOSED CANOPY ELEVATION - NORTH/SOUTH w v>17• . rs• rw rn rArele Qz PROPOSED CANOPY ELEVATION - EAST/WEST A1] &W' . I• -O' can Ian PA 4w (� PROPOSED TRASH ENCLOSURE ELEVATION - FRONT A67 yy . r -r (cw Rdr rArm PRECAST CAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY e PROPOSED TRASH ENCLOSURE ELEVATION - SIDES w vr• . r -r ran wi rArov PRECAST GAP COLORED BRICK MASONRY COLORED ROCKFACE MA50NRY s PROPOSED TRASH ENCLOSURE ELEVATION - REAR WALL PACK LIGHTING TYR COLORED BRICK MASONRY ANDD, ALUM FRAMES W/ GLASS 4 PROPOSED CAR WASH ELEVATION - SOUTH PRE -FINISHED MTL. GAP MTL. HINGES .;.,... .....;:•.. •s EIF5 ACCENT BAND CONIC. FILLED r COLORED EIFS BOLLARD EIFS ACCENT BAND COMPOSITE WD. ACCENT LIGHTING MATERIAL ON ENTER INSUL. PAINTED 1-I11. DOOR METAL FRAME CULTURED STONE MTL. LATCH t s PROPOSED CAR WASH ELEVATION -WEST NEW TRANSLUCENT PANEL O.N. DOOR BRACKETS -- w 6n7• . r-' ran ran rArm (� PROPOSED TRASH ENCLOSURE ELEVATION - FRONT A67 yy . r -r (cw Rdr rArm PRECAST CAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY e PROPOSED TRASH ENCLOSURE ELEVATION - SIDES w vr• . r -r ran wi rArov PRECAST GAP COLORED BRICK MASONRY COLORED ROCKFACE MA50NRY s PROPOSED TRASH ENCLOSURE ELEVATION - REAR WALL PACK LIGHTING TYR COLORED BRICK MASONRY ANDD, ALUM FRAMES W/ GLASS 4 PROPOSED CAR WASH ELEVATION - SOUTH --COLORED ROCKFACE MASONRY A,}7 ww . r -r (0/ am pow PLASTIC 51GNAG� ET EXIT ENTER INSUL. PAINTED 1-I11. DOOR s PROPOSED CAR WASH ELEVATION - EAST Af7 3,!7• . r -r can ran PArm •'t COLORED EIFS .wy^:'•'"= '` EXIST. GAS METER 6 PROPOSED CAR WASH ELEVATION - NORTH A)) JqV- . r -a (O NET rAPW Rosa Architectural Group Inc. =4 A I C Baht 8t ftA Miwoh WN Wt es1,-7W-7IW lax W -730-M BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 PROJECT RNRIEA' 71106 DATE, YARCn 16, 7011 DR 9r' JL C CRED By RR RE`A s M E?XL03(. W S"AI)GW3 A3.2 January 25, 1989 CITY OF 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937-1900 Amoco Oil Company Attn: Mr. Kris Kristufek 5001 West 80th Street Suite #890 Bloomington, MN 55437 Re: Case No. 88-11, Site Plan Review Dear Mr. Kristufek: This letter is to confirm that the City Council approved your site plan case #88-11 at their regular meeting of January 23, 1989. This approval vias subject to the following conditions: 1. The self service car wash will require site plan approval. 2. The r -Wo future gas pumps and extension of the gas canopy are approved as part of this site plan. 3. The applicant shall furnish in writing a statement that Amoco Oil Company is willinq to reduce the number of entrances and exits to the site to a total number of one if MnDOT grants the City a median cut for the proposed island on State Trunn Highway 101. This entrance would fall directly in line with the centerline of :vest 79th Street. The costs for the reconstruction would be at Amoco's sole expense. This state- ment shall be provided to the City prior to final site plan approval. Plans for the central access shall be provided and approved by staff prior to its construction. 4. The most southerly access shall not be located further south than the existing southerly access and shall be designed for full traffic movement (right -in and right -out). 5. The site shall be permitted only two wall signs. 6. The gas canopy shall not be permitted any signage including the Amoco stripe name. 7. The applicant shall provide the tank for used oil and shall allow it to be open to the public. 1. -16 xrlstufek January 25, 1989 Page 2 8_• The applicant shall remove the cars, trucks etc., store the easterly 9. The plans shall of the site. d on facilities be revised to include The proposed which connect to the Cit the proper storm sewer curb cut near State Cityis storm sewer Highsystem. ed erosion 10. A revis Y 5 will not be accepted. control l Engineer for a shall be submitted to the City PPropan val prior to final site 11. Details for the Plan approval. northerlyconstruction of the Engineer access will be provided focurb radius for the Prior to final approval, r approval by the City 12, The proposed buildin , that ad such t 9� shall be moved five feetenance for to the south equate maint be provided, the existing utilities may 13. The applicant regarding shall provide the Cit _ g the inflammable waste y Engineer with details 19• Comolianc? Separator prior to construction. MpCA, w"h MPCA requirements and scheduled deadlines of 15, r10 outdoor storage allowed. 16. Compliance with Fire Marshal 17. and related There shall pe no conve�tatr, nience store, If You should have anv on your site plan rev12wquestions olease contact regarding conditions o Sincerely, office, Placed Stephen R. Hanson Planning Director SRH:ktm CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on Apri17, 2011, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for the Chanhassen BP Site Plan and Conditional Use Permit — Planning Case 2011-04 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Karen J. Engelhardt, Deputy Clerk Subscribed and sworn to before me this day of , 2011. Notary Public Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, April 19, 2011 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda Location: City Hall Council Chambers, 7700 Market Blvd. Location: Request for a Site Plan Permit and Conditional Use Permit to redevelop the existing Chanhassen BP Convenience Store, Car Proposal: Wash and Gas Pump/Canopy on property zoned Highway and Proposal: Business Services BH A plicant: Khaled Aloul Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. Location: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the Public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. at the Meeting: 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/11-04.html. If you wish to talk to someone about this project, please contact Angie Kairies by email at akairies(cDci.chanhassen.mn.us or by Questions & Phone at 952-227-1132. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in Comments: advance of the meeting. Staff will provide copies to the Commission The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews. Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feel 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, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, April 19, 2011 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Site Plan Permit and Conditional Use Permit to redevelop the existing Chanhassen BP Convenience Store, Car Proposal: Wash and Gas Pump/Canopy on property zoned Highway and Business Services (BH) Applicant: Khaled Aloul Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the Public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn us/sery/plan/11-04.html. If you wish to talk to someone about this project, please contact Angie Kairies by email at akairies(a)ci.chanhassen.mn.us or by Questions & phone at 952-227-1132. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations. Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feet of the subject site to be notified of the application in writing Any interested 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, please contact the Planning Staff person named on the notification 79TH STREET CENTER AMERICAN LEGION-CHAN POST 580 B 4 D LLC PARTNERSHIP 80 W 78TH ST STE 131 290 LAKE DRE 555 3RD AVE NW CHANHASSEN MN 55317-8719 CHANHASSEN MN 55317-9364 HUTCHINSON MN 55350-1673 BAM PROPERTY HOLDINGS LLC 440 79TH ST W CHANHASSEN MN 55317-9530 CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN MN 55317-9764 CHURCH OF ST HUBERT 8201 MAIN ST CHANHASSEN MN 55317-9647 GRACE DEVELOPMENT LLC 250 LAKE DR E CHANHASSEN MN 55317-9364 MICHAEL A RAMSEY REV TRUST 6362 OXBOW BND CHANHASSEN MN 55317-9109 BLOOMBERG COMPANIES INC PO BOX 730 CHANHASSEN MN 55317-0730 CENTERPOINT ENERGY MINNEGASCO PO BOX 59038 MINNEAPOLIS MN 55459-0038 DRF CHANHASSEN MEDICAL BLDG 7101 78TH ST W #100 MINNEAPOLIS MN 55439-2527 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS MN 55440-1224 RIESE FAMILY PROPERTIES LLC 9154 SUNNYVALE DR CHANHASSEN MN 55317-8532 BROWN PROPERTIES LLC PO BOX 474 CHANHASSEN MN 55317-0474 CHANHASSEN INN 531 W 79TH ST CHANHASSEN MN 55317-5317 G L B PROPERTIES LLC PO BOX 474 CHANHASSEN MN 55317-0474 MARIANNE BURGER LLC 5925 WOODLAND CIR MINNETONKA MN 55345-6440 SILO BUILDING LLC 3561 44TH ST W MINNEAPOLIS MN 55410-1359 SORENSEN PROPERTIES LLC SOUTHWEST TRANSIT VALVOLINE INSTANT OIL CHANGE 12625 58TH ST 13500 TECHNOLOGY DR PO BOX 14000 MAYER MN 55360-9615 EDEN PRAIRIE MN 55344-2283 LEXINGTON KY 40512-4000 PROPOSED REMODEL & REBUILD OF CHANHASSEN BP CONVENIENCE STORE, CAR WASH AND GAS PUMP / CANOPY CHANHASSEN, MINNESOTA 10. HEK44T OF BUILDP-45. A CONVENIENCE STORE . I STORY PART • 18'-0' PART • 21'-6' B. CAR WA514 . I STORY . 13'-4' C. PUMP CANOPY . I6'-6' SHEET INDEX TIJ TITLE SHEET AIJ PROPOSED 51TE PLAN A2.1 PROPOSED C -STORE FLOOR PLAN A22 PROPOSED CAR WASH A3.1 PROPOSED C -STORE ELEVATIONS A32 PROPOSED CANOPY, CAR WASH, 4 TRASH ENCLOSURE ELEVATIONS LIJ PROPOSED LANDSCAPE PLAN L12 PROPOSED LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED MAR 2 1 2011 CHANHASSEN FLAaMNG DEPT PMIJ PROPOSED SITE PLAN PHOTOMETRIC$ PROPOSED LIGHTING FIXTURE CUT SHEETS SITE SURVEY SHEET CO TITLE SHEET 4 NOTES CI GRADING, DRAINAGE AND EROSION CONTROL PLAN C2 UTILITY PLAN C3 DETAILS EXISTING DRAINAGE AREAS PROPOSED DRAINAGE AREAS STORMWATER DRAINAGE REPORT S ATE OF D� MI ESOTA an mnw .w 74N ST SURVEY SITE i Q CITY OF CHANHASSEN GRAPHUC I9CUE IN PECO 0 +.ew 3.000 VICINITY MAP 0k Architectural Group Inc. 1084 SterkV Stmt St. Paul, Whiesota 55119 tet 651-739-7988 fax 65739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 a M.csmA PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: TMLE SHEET T1,1 0 COPYRIGHT 20" ROSA ARCHITECTURAL GROUP PROJECT INFORMATION APPLICANT: KHALED ALOUL - 'Y 105thST Q4Y OM BL M BLoonlNGroN. MN 55410 PH: 651.343.4995 b ARCHITECT: ROSA AFCWITECTURAL GROUP, INC. I084 5TERLWN STREET ST. PAUL, MJ 55119 PH: 651-139-1988 CIVIL ENWNEER PLCILE ENGINEER1W5, INC, 6116 LAKE DRIVE SUITE 110 •� LNO LA<ES, MIN J`O •� PH: 65 CAMELOT / TION O0 1905 CAREAT PLANS BOOLEVARD CHANHASSEN, MN 55311 PIH6 651.343-4995 J� OURVEY LEOA.L DEOCRIPTION: A SURVEY OF THAT PART OF NW X OF THE NE 1/4. SECTION 11 TOWNSHIP 116 NORTH. RANG 19 WEST, OF THE 5TH PL.. CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE /E 1/4; THENCE SOO2529'E 7227 FEET ALONG THE WESTERLY UNE OF SAID QUARTER; THENCE N8934'31'E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LANE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUW HIGHWAY N0. 101, AND THE POINT OF BEGINNING: THENCE CONTINUING N89.34'31'E 335.35 FEET ALONG A URE PERPENDICULAR TO THE WESTERLY UNE OF SND QUARTER THENCE S74T04'29'E 62.66 FEET TO A PONT OF TIE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE $59"02'31' 354.52 FEET HANG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY COMER OF PARCEL 2098 OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RICHT OF WAY PUT NO, 10-4; THENCE SBMIB-W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 20% TO THE WESTERLY CORNER OF SAID PARCEL 2098; THENCE N5925'32W 65.53 FEET TO A PONT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY N0. 101; THENCE N00'1l'00'E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY UNE STATE TRUNK HIGHWAY N0. 101 TO THE PONT OF BEG14NING, CONTAINING 49.414.5 SQUARE FEET, OR 1.134 ACRES, THE PROPERTY DESCILBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED N CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WTH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 A.W. OCCUPANCY CLASSIFICATION: CCNVENIE NCE STORE 4 GA5 PUMPS • M CAR WASH . B OCCUPANT LOAD5: CONVENIE NCE STORE MERCANTILE = 2,392 5F. / 30 . 19.13 STORAGE / STOCK . 1,109 SF. / 300 = 3.10 KITCHEN . 414 SF. / 200 • 201 CAR WA5H CAR WA514 . 1,400 S.F. / 100 • 14 STORAGE . 103 SF. / 300 . 034 C0N5TRUCTICGN TYPE: 215, BU FIRE SPRINKLER SYSTEM EXISTING ZONING 4 LAND USE- 'BH' WkGkUAY AND BUSINESS SERVICES DISTRICT T45LXATION BOX: I.51ZEE OF PARCEL M ACRES AND 5MAR-e FEET. 49,414.4649 SF. / U344 ACRES 2. C%RO% FLOOR AREA EACH BUILDWI A CONVI:NNIENCE STORE = 3,915 SF, B. CAR WA514 = 1,503 SF. 3. PERCENT OF 51TE COVERED BY BUILDINGS. 5,924.9 SF. / 49,414.4649 5F. = IL99% 4. PERCENT OF SITE CORED BY IMFERAOL15 SURFACES. 32,119.4 SF / 49,414.4649 5F.. 64.99% VE 5. PERCENT OF SITE COVERED BY PARKWj / DRIVE. 20123 Sr-. / 49,414.4649 5F.. 5021% 6. PERCENT OF SITE COVERED BY SIDEUALK5 4 PUMP ISLANDS. 1382J SF. / 49,414.4649 SF.. 2.19% 1. PROJECTED NUMBER OF EMPLOYEES. 4 8. NUMBER OF PARKMG SPACES REOWRED, 3,136 SF. / 100 = 1951 = 20 STALLS 9. NUMBER OF PARKING SPACES PROVIDED. II . 11 AT PUMPS . 23 STALLS (1 15 HANDICAPPED) 10. HEK44T OF BUILDP-45. A CONVENIENCE STORE . I STORY PART • 18'-0' PART • 21'-6' B. CAR WA514 . I STORY . 13'-4' C. PUMP CANOPY . I6'-6' SHEET INDEX TIJ TITLE SHEET AIJ PROPOSED 51TE PLAN A2.1 PROPOSED C -STORE FLOOR PLAN A22 PROPOSED CAR WASH A3.1 PROPOSED C -STORE ELEVATIONS A32 PROPOSED CANOPY, CAR WASH, 4 TRASH ENCLOSURE ELEVATIONS LIJ PROPOSED LANDSCAPE PLAN L12 PROPOSED LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED MAR 2 1 2011 CHANHASSEN FLAaMNG DEPT PMIJ PROPOSED SITE PLAN PHOTOMETRIC$ PROPOSED LIGHTING FIXTURE CUT SHEETS SITE SURVEY SHEET CO TITLE SHEET 4 NOTES CI GRADING, DRAINAGE AND EROSION CONTROL PLAN C2 UTILITY PLAN C3 DETAILS EXISTING DRAINAGE AREAS PROPOSED DRAINAGE AREAS STORMWATER DRAINAGE REPORT S ATE OF D� MI ESOTA an mnw .w 74N ST SURVEY SITE i Q CITY OF CHANHASSEN GRAPHUC I9CUE IN PECO 0 +.ew 3.000 VICINITY MAP 0k Architectural Group Inc. 1084 SterkV Stmt St. Paul, Whiesota 55119 tet 651-739-7988 fax 65739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 a M.csmA PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: TMLE SHEET T1,1 0 COPYRIGHT 20" ROSA ARCHITECTURAL GROUP I I 1 1 I 1 I I 1 I I I 1 I I i I I I I I I 1 I I I i I 1 1 I 1 I I I I I 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 I I II I AR LIGHT ,AREA 'LIGHT 2'-115�61I OUT I = Li _��e �o 335.35' � N � 6+— E)FIVE LANE ❑ STOR _ �9 \. EXt51. \\ AREA a ;"GA% WASP � � LIGHT A � \ NEW � GAR W,4514 44'-0" 6h'_115�gH Qp u O� I j 60'-5y4H 0 JJGH I ----------v 026,_x„ hit I i t---- ---I RE BU I L T 0 0 ht o _ 'GANOF 4t I oa 4 Fu F pI IIII LI----- ---I- i ISLANDS 11. IFF 21 r BP SIGN t l\ II I1 '(-- 3 5 \ A / 11 It U 35.67' x E N I FROP05E D 51 TE PLAN A -I I" = 30'-0" (ON HAI PAPER) -wood = ' 62.66. 0 -� i BUSINESS / SIGN � POND - Si / gA, �o NOTE. TYPICAL PARKING SPACE 15 9'-0" x I6-0". Rosa Architectural Group Inc. =4 s oft street $t P" w"wta mm tet Wl--M-7M f= 851 -M -3W BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 .� Maar m E go dm V, smr s" YI A. . AM e�iA��iCDm 0 e Me Km LAN W emit a�"�[' W wm.. 4� sfm swwa \C w mom PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: PROPOS® s11E PLAN SCANNED Al il 0 COPYRIGHT 2D" ROSA ARCHTECTURAL GROUP I I I I I 8 I I I 1 1 I 1 I I 1 I I I 1 I I i I I I I I I 1 I I I i I 1 1 I 1 I I I I I 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 I I II I AR LIGHT ,AREA 'LIGHT 2'-115�61I OUT I = Li _��e �o 335.35' � N � 6+— E)FIVE LANE ❑ STOR _ �9 \. EXt51. \\ AREA a ;"GA% WASP � � LIGHT A � \ NEW � GAR W,4514 44'-0" 6h'_115�gH Qp u O� I j 60'-5y4H 0 JJGH I ----------v 026,_x„ hit I i t---- ---I RE BU I L T 0 0 ht o _ 'GANOF 4t I oa 4 Fu F pI IIII LI----- ---I- i ISLANDS 11. IFF 21 r BP SIGN t l\ II I1 '(-- 3 5 \ A / 11 It U 35.67' x E N I FROP05E D 51 TE PLAN A -I I" = 30'-0" (ON HAI PAPER) -wood = ' 62.66. 0 -� i BUSINESS / SIGN � POND - Si / gA, �o NOTE. TYPICAL PARKING SPACE 15 9'-0" x I6-0". Rosa Architectural Group Inc. =4 s oft street $t P" w"wta mm tet Wl--M-7M f= 851 -M -3W BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 .� Maar m E go dm V, smr s" YI A. . AM e�iA��iCDm 0 e Me Km LAN W emit a�"�[' W wm.. 4� sfm swwa \C w mom PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: PROPOS® s11E PLAN SCANNED Al il 0 COPYRIGHT 2D" ROSA ARCHTECTURAL GROUP 611-01, � N i FiROFOSED FLOOfR FL,4N (ON Ilxll PAPER) 15'-4" SCANNEL Rosa Architectural Group Inc. 1084 Steft Street St. Paul, Mrnesota 55719 tet 651-739-7988 fax 651-739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 „ A I1 9r YE w ,A� W DMCi S,Ew.W,,, YO �Wi W MT lKS)6m 1- U.m. M WR w t11( SAAR w WOO�A a e IEG w som Hrnm+ wr.v mr m a Imr M iAca MO 9W i aWcsmurv® 9 P \ � �fiV\'18039 PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED FLOOR PLAN A2,1 ® COPYRIGHT 20" ROSA ARCHITECTURAL GROUP 44'-011 015-1-0�21 25'-m" O Rosa Architectural Group Inc. 1084 SterbV Street St. Pat, Wmesota 55t19 tet 651-739-7988 fax 651-739-3165 BP GAS & CONVENIENCE 0 STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 v ►n I a Wl6P.A Mi ICG b. m@ .00/ �'/ 1111T MS � OI 90R Mt wmnm w Ic a � ra ww. I w • a.. ucoem *c sync 39 PROJECT NUMBER: 21105 N DATE: MARCH 18, 2011 F®O ®0 5 E D C IR I I I,4 5 I ' m DRAWN BY: JL I\ I CAIR w f� ! I 1 CHECKED BY: RR '%"=1'-0" (ON 11x11 PAPER) �/ REVISIONS PROPOSED CAR WASH SCANNEL A2,2 © COPYRIGHT 2" ROSA ARCHITECTURAL GROUP I i � � I% I L Rosa - — Architectural MULCH SM 5H5 qS 5H5 Group AS SM E AS51-15'45 I 1 I I i ji EXIST. 50D - - I I-_4 - - -I- - - - - - - - - - - Inc. I I �SM BHS BNS 0 I I � I _ � � ` ` ` � 1084 SterfnD Street c►Eiii ! SCsJ T II J 3 e6i = St PaL4 Mwomta 55119 = --tillCH = = —> EXIST. SOD fa c 665--7�� AS I AS CAR WAST—{� I I 1 !I ' SM SCJ NEWSFS A 0"SICN , / BP I+a / GAS & CONVENIENCE CAR WASH / I c►E+r STORE REMODEL S 4J T / OND / I I 4 SEE CIVIL SSG ' PLANTINGS I SCiJ I /'' AR /''' 7905 GREAT PLAINS BLVD. > I I GF5 4 CHANHASSEN, MN 55317 it i li TY 4 SGJ 4 0 0 MULCH Y 4 I I AREA I I I I 3 - SM Q UGHT ----- -----IJ O p CsFS ID I . l— TY 8 = r — --T---- u _ _ _ 0 ApAP ' I it IAS i I i I i SM 5 ID . y sit i I L----- -----J AP /TY 1 :- g r�----T-----I I 2 D ® EXI. TREE / l ( MULCH o° —1— °o J = 6 ' /''' •' MULCH ' OI r — T — - J i /' I mm. amr >trr •s ,w smeww mar w /mwm w R a aoi w msr ".a Ne wrr i 1 1 TY I I I g �i ��/�/ YlAwv um�mmsi uMr K ow / .,mss-' w YreN 7 1 i Lsm _-1--� u EXIST. TREE /MULCH ® �'/'' 1`O • „m I tN T = = AS EX . TREE ID �� HIfBW1.fnYlM ate« g1 17.4 11,1,1111K AP MULCH Y 1 EXIST. SOD 1 PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: KF N PROPOSED LANDSCAPE PLAN LU V - 30-V (aa IJxn PAPEW SCANNED CHECKED BY: RR REVISIONS: PROPOSM LAADWAPE PLAN Ll 1 ® COPYRIGHT 2" ROSA ARCHITECTURAL GROUP 1 1 1 O N PROPOSED LANDSCAPE PLAN LU V - 30-V (aa IJxn PAPEW SCANNED CHECKED BY: RR REVISIONS: PROPOSM LAADWAPE PLAN Ll 1 ® COPYRIGHT 2" ROSA ARCHITECTURAL GROUP 8' STEEL STAKE 2 POLYPROPYLENE OR LYETHYLENE (40 MIL_ 1-1/2" )E SRAP TYPJ 3LE STRAND 14 GA. WIRE - 120' INTERVAL (TYPJ WRAP TO FIRST BRANCH BUCKLE WITH DOUBLE SND 014 GzALCGE WIRE - 3 TREE GRADE OF PLANT TO L ORIG=INAL GRADE ' LAYER OF SHREDDED )WOOD MULCH IN ER -EXTEND PAST STAKE K30" STAKES SET 120' APART IDE THE BALL AT ANGLE - 3 PER BACKFILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL FL AI ` T SC E IDLCL L Al `1D SCAFE FLAN T=== 12" LONG REINF. RUBBER HOSE DOUBLE STRAND 14 GA. WIRE (3) - 8'-0" STL. FENCE POSTS NOTCHED OR DRILLED TO RETAIN GUY WIRES 4" DEPTH MULCH - ENTIRE WIDTH OF HOLE WEED CONTROL FABRIC PLANTING SOIL SHRUB 1 TYPICAL PLANTING DETAILS LI2 NJS. 3" TO 4" MULCH EVERGREENS 4-6' @ DECIDIOUS MATCH SHRUB W/GRADE PLANTER SOIL POT COD_ E QUANT I T1' LATIN NAME COMMON NAME SIZE ROOT AS 12 _ACER RUBRUM AUTUMN SPIRE RED MAPLE 2-511 545 SM TAXUS X MEDIA 'TAUNTONIP AGER SACCHARINUM 'SILVER QUEEN' SILVER QUEEN MAPLE 2.5" 545 AP 5 PINUS NIGRA - - AUSTRIAN P1NE r' S5 BNS 14 PICEA, GLAUCA DENSATA 5LAC1G HILLS SPRUCE 6' 5$5 SSC I MALUS, SP_ SPRING SNOW SPRING SNOW CRAB 1.511 545 GFS 29 SPIRAEA X 5UMALDA 'GOLDFLAME' GOLDFLAME SPIREA 2 COAL, POT ID 29 CORNUS STOLONIFERA 'ISANTI' ISANTI DOGWOOD 5 GAL_ POT TY 35 -36 TAXUS X MEDIA 'TAUNTONIP TAUNTON YEW 5 COAL. POT SGT JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER 5 COAL. 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CC CLC : C CDt7 OD0 OD47 @170 @LC CDO OA'i'rr700 000 O1k CDO m91f7.00m 000 090 ODO 0 REVISIONS, i C CDC 000 ON, qmm 030 CDC CDC cm C' CDC ^ COC.,....;0 090 020 mie m9D 0m 020 D'.k Cx C' ., CLC CLC Cx Cx Cx ^.^„' LxOA^ Cx cx CDC CDg Cx Cm 0170 090 mDG SDC CDC CDp EDE DDO ODD DPA 09O O00 Dim OG:7 0Do ODm CDC C cCc C' ^DE 2170 09V 0247 0647 Ox ODO OAC CDC DC C' CyL �C oil@ 0De Obo Oio ODO CDC m' CDG 090 060 OD0 CDC CDC CD -,ax cx cam' I(C ox CDG` oDG CDG O9@ mil@ sm 000 0047 060 DDG @' DO oDe Obo 020 010@ O90 0 OA¢ 062 P% PROPOSED SITE PLAN CDC c ^C OCC Ce on 090 qw 090 ODD CEO Ox 0t0 @170 Dile CDC .,., - _ ^ coo DDL" C' Ccc 0170 020 000 coo mi0 000 DDc Zcx C ^L LX, Cx CCQ'Ea EVC EDe 290 0213 ej:0 60 000 60 C' COC C1k C1c CDO mise CDC Cie 090 01+' rl7V TV/►7C I WINS I N FROPO5ED 5f TE fi L,4N FH0TC1 1ETFP-,1C5 Pf 11.1 I" = 30'-0" (ON Ilxil PAPER) SCANNED Pm 1 1 1 S ATE OF "6 AE ML ESOTA OATH �� vp W 76TH S,. SURVEY 13SITE aY6-i YAC L CITY OF aSnOAlp CHANHASSEN a WON uE FAA GRAPHIC SCALE IN FEET o I.yw 3,DDo VICINITY MAP LAT 3 BLOCK 1 GATEWAY EAST CITY OF CHANHASSEN Wvc%PI.ENr, ;i, -g I .nA- `L "Ws NT oev/4�1 P / , 1 Ole Irma A_ F / / / Fq // ♦ •fI� D 0` E O I t IgsoI D 1 D AM I m 1 # Oe o o R WIC .+` MIT JA 70, FRtCL'C , t +L* o- `FA / SURVEY METES AND BOUNDS DESCRIPTION: A SUPAE OF '-AT PMT OF NW Y C" ME NE_ V4, SEC -ICM 13. TDWIISIP 116 NORTH., RANGE 19 WEST. O ' THE 5TH P.Y.. OTT O CHANHASSEN. COVER COUNTY. STATE O WNNESCTA MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4 P' / `�F' / ' COYYENOIC AT THE NO CORNER OF ME NR I/4 OF ME RE 1/4; THENCE SOO75'29-E 722.7 FEET ALONG / THE WESTERLY LINE O SNO OUMTER. THENCE N6F34.31•E 60.66 FEET ALONG A LINE PERPENDACLLAR TO irS , ME WESTERY LINE OF SATO OUMTER TO A PONT OF THE EASTERLY Rrt pOF MAY UNC OF STATE INEO T HIGHWAY NO. 101, AND THE PONT O BEONNNO, THENCE CONTINUING NBS,3.'31'E 335.35 FEET ALONG A LINE PERPENDICULAR TO THE WESTER -_Y :TME OF SAO CTOH266 FER: HENCE ST4T3F'29'E 6FEET TO A PORT a� OF TRE NORNFRY RIGHT M WAY LINE O STATE TRUNK HIGHWAY NO. 5. THENCE 5599731' 35A.52 FEET IT ALONG THE NORWRLY NONE O WAY LIE O STATE DRUNK HIGHMY MO 5 TO THE EASTFRY CORNER O PARCEL 2098 OF WE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT O WAY PLAT ND, ID-.; THENCE i 589.5018.1 34.38 FEET ALONG INC NORTHERLY UNE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAO .0- PARCEL 2098; THENCE N5925'32W 65.53 FEET TO A PONT O ME EASTERLY ROUT OF WAY LINE O STATE / ' TR11N .C. NO. 101: THENCE NO01VO 'E 163.64 FEET ALONG THE EASTERLY RIGHT OF MAY DINE SUE P �' I A' TRUM IXC. AY N0. 101 TO TFE PONT O BEG -TAI CONTAINING 49,414.5 SQUARE FEET• OR 1.13. AGES /. I /s J+ 6 / i L / /' fi THE PROPERTY BEStltlBED ABO'_ E 'HE SAME . W N AN F THAT OEATE OF N OBER04CAGO27 n 00 INSURANCE A. ` ye EOPMFY TILE COIu11YENT NUMBER CA 24}6., WITH A EFFECTIVE DATE O OCTOBER z7, zoDF. AT 7:OD AI OTco kk�I PpE04 Wp I�u Y OIL i' I -2p;Y"aaa._363 Z\.. N;v JUJU '" V I I I v aoo 0000000rii�oa�`P��`k" / sPYF11•uT• I P I I A 2212 /'/'°' 3 1 a I F I¢ STATEMENT OF SPECIAL NOTES: h'xX tlX71tltl75'•dtl}1MMiloXXX t $$:' • :: •.• . • ...■ IAoaTD s of n"ttE su- ---waPEF=r,1N■IWiaFY.H�HE usr G�.L�iroNiJa nGN a+ eLaDNc • f. T E24 I 6 I B I I 1 TEFL 5 NO KNCRECUE -- cOYRLTED OR PROPOSED R,CHT Or WAY CHANCES FROM TIC CONT64LNG ARSOIC-OI _F='!^y I 2 I I I -HERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED AS A WNCa .- I I I I I SOLID WASE OURP. SUMP OR SANITARY LANDFILL. O a all � K c� i I 'EWE WAS NO OBSERVED EVOENCE MAT THE SUBJECT PROPERTY OR ADJOMNC PROPEAIES, VEWERE USED AS A CSYETERY. � l irEa�tf� Gyp"U SEani({ r.ZNE AL UTHM NOM EXISTING THE SBVEYOI MINES NOOHOWN HAVE NGUARANTEE L FED F NAT RE ROM FIELD �"VDERODOD TUTIEVEY INFORMATIOPE SND rriwww rNHwvw wwawiir+iiiiwiiFwiiw SHOWN COMPRISE ALL SUCH UIILI TES N THE AREA EITHER N SERVICE GN ABANDONED THE kkkkkkak}L5q'k]�LQ•k6qkQ6kQKk_k CL'R'i'_k SURVEYOR FURTER DOES NOT WAARMT THAT THE UNDERGROUND UTILITIES SHOWN ARE N EXACT � g� �a8ab850QQ qQ pq�� LOCATION FACK TED. ALTHOUGH HE DOES CERTIFY MAI THEY ARE LOCATED AS ACCURATELY AS o g i6F 66885L8bE`bE bS aEEuX�S� POSSIBLE FROM TE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED ME UNDERGROUND UTAUTES SHOWH HEREON kf r}s • cW.. E2= r ."agp F' �4 i@INBSOTA - GOPBI$ 't FY 800-252-1166 CALL BEFORE YOU DIG! THIS SNVEY 5 BASED ON A TITLE REPORT PREPARED BY pWCAGO TITLE INSURANCE C(ANPAY, COMMITMENT FILE NO CA 24364. WIN M EFFECTIVE DATE O OCTOBER 27, 2004 AT 7 GO AM ITEMS MOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS ANI ARE NOT MATTERS OR ISSUES MAT ERTAN 10 THIS STNVEY ®-ASEVENT FOR SEVER LINE GRANTED TO VILLAGE OF CHAN�A(SEN AS CREATED IN BOCK IC3 DEEDS PALE 53 AS DOCUMENT NO 11105 DATED JAMUAR• 18, 1471 .ILEO FE9Pn.MT 3, 1971- MS ITEV AFFECTS THE SIBECT PROPERTY AND 'HEREFORE HAS BEEN PLOD KRECM. ©MINNESOTA DEPARIMERT OF TRAft NTA^CW RAI. N' OF WA• R}- TM IA I- -SPY 26, '93' AS DOCUMENT RE 12 251. TH15 ITEM AFFECT_ THE SUBJECT PROiRTT AO 'HEREFDRE HAS SEEN P oTTEO HEREON. THE CUPPENT ZONING ALLOWS FOR THE CURRENT USE. ZONING: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT: STANDARDS: ZONED: -811• -4-1 AND BJS:NESS SERACES DISTRICT ARTICLE X. REOJNEMLNTS: F RCM[ YARD OEFT LEAST WITH ON .GEAR YARD DEPTH WNWM LOT AREA RULING HDDHT MYOUE SDE N SOL- TEE SIORCS 25 FEE- 10 FEET 2c FELT 20.000 NFO BEipENCED TO SECTION 20. L)R STREET PANNING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER CAS PUMP [SAD TYPE O TOTAL NUMBER O SPACE ELSTNG SPACES REOUAPED SOURCE O ZONING INFORMATION: SPACES 8" ZGNNG JOSH WTZER 2 5 PLUMING DEPARTMENT STANDARD: HANDICAP _ 1 1 1700 MUNFET BOU-EVARO COMPACT O ] w-MHASSEN, ~SOTA 55317 TOTAL 3 6 TMH: 952-Y27-1100 STATEMENT OF ENCROACHMENTS: RE CARS ENCAOH OAES ON TO THE SUBJECT PROPERTY BY 12 FEET w WESTERLY STERLY END AND BY ®a7 FEET ON THE EASTERLY END. ALTA/ACSM-NSPS LAND TITLE SURVEY BP PRODUCTS NGRTET AM_RICA, NC 79C5 GREAT PLAINS BOULEVARD C-IANFASSEt1. MINNESOTA 55317 TITLE COMMITMENT DESCRIPTION: THAT PMTOF THE NCA• WEST GARTER CF THE NORTHEAST OLARMF (NWT/4 OF NI O SECTION 1MRTEEN (13). TDIINSMP ONE "JARRED T.x_,-EN (1'6). RACE TWENTY-DEREE (23L COVER COUNTY. YINIESOTA OESCRISM AS FOLOWS COMMENCING AT THE NORTHWEST CORNEA OF SMD NORTHWEST DUOTER OF ME NORTHEAST WATER (NWT/. OF NEI/4): THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST GIOTER OF ME NORTHEAST CURRIER (NWI/4 OF NEI/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TERMS (722.7) FEET TO ME ACTUAL POINT OF BEGINNING: THENCE EAST AT RIGHT ANGLES THREE HUNDRED NRETY-9X (3HI) FEET; THENCE NORM AT RIGHT ACES FORTY-FOLB AND EIGHTY-FIVE HUDWEDMS (41.65) FEET; THENCE NORTHEASTERN OR A LINE PARALLEL ■M AND ONE HUNDRED ANT' -TRT (132) FEET SCUM Or THE SOUTHERLY RIGHT O WAY UNE OF CHICAGO, W WMGCE, ST PAUL f PACHC RAILROAD A DISTANCE OF ONE MUNDFED SEVENTY AND TWENTN-FILE HUNDREDTHS (t70-25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LNE OF SAO NORTHWEST OUOTDR OF NORTHEAST CURTER (MR/4 OF TRI TO THE NTERSECT04 WE THE NORTERLY RIGHT O WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SCUTHWESIERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED III (AM) FEET, MORE O LESS. TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY'ROI THE INTERSECTION O SAID RIGHT OF WAY LME AND THE EASTERLY RIGHT O WAY EXTEND OF 'RUN% HIGHWAY ND. IDI; THENCE NORTHWESTERLY ALONG ME NORTHERLY RIGHT O WAY LINE O NEW 1RL.MK M INAY NO. 5 MISTY -9X (96) FEET. MORE O LESS, TO A PONT ON THE EASTERLY WONT O WAY LINE O TRUNK HIGHWAY ND. lot. SAID POINT BEING ONE HUIDAED (TOO) FEET NORT•ERLY FROM THE NTERYCTON OF NEW TRUMPGH HIGHWAY Na w 5 R:7 OF WAY LEC MD MIINK HIHIWAY MO.101 RIGHT O WAY LNC EXTENDED: THENCE WESTERLY THONG NORTHERLY RIGHT OF WAY LINE OF ME NEW TRUNK HIGHWAY NO. 5 ACROSS DRUNK HIGHWAY NO. 101 TO ME INTERSECTICH WIM ME WEST ENE OF SMO NORTHWEST QUARTER NORTHEAST OUTFITTER (NR/4 OF TAI THENCE NORTHERLY ALONG SAID WEST LINE TO ME ACTUAL P OF BEGINNING AND SITUATE IN COVER CONTY, MINNESOTA, EXCEPT ME PLAT O GATEWAY EAST. ACC, TO THE PLAT THEREOF ON FEE O OF RECORD N ME OFFICE O ME CCINTY RECORDER, COVER CGJUNI MINNESOTA ABSTRACT SURVEYOR'S CERTIFICATE T0: AT, ALOUL HE PRODUCTS NORM AMERGL INC. AND CHICACA TITLE NSPA.Q COMPANY. THIS 'S TO CERTIFY THAT THS MO OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) N ACCORDANCE ON THE 1WNMUM STA.DARO DETAIL REQUIREMENTS FOR ALTA/ACSY :AND 'TLE SI IL5HE0 AORTLY ESTAAND ADOPTED 81 ALTA. ACSN AND NSPN999 S 1. AFD NC:lDES I -EMS 1 4. 6. 5-10. 111.) AN0 13-16 OF TABLE A THEREOF. AND @) PURSUANTE T TO E ACCURACY STANDARDS (AS ADOPTED 8Y ALTA, NWS AMC ACSY AND N EFFECT ON THE DATE O THIS CERTIFICATDN), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WORE MADE N ACCCRDACE YM ME •LNINUM AQE, DISTANCE AND OLOS::R REWNEAENTS FOR SLRVEY IEASUIREYENTS MICH CONTROL LAD BOUND) ARES FOR ALtA/ACSY LAND rITLE SURVEYS'. TMS NO OR PLAT OF "WY Of THE PREMISES SHOWN HEREON IS THE SNE AS -T DESCR6ED N CHICAGO TILE INSURANCE COYPAY TRE COMMITMENT WEAKER CA 24384. WITH A E-RCTVE DATE O OCTOBER 27. 2004 AT ?.OD AM. - D. , ' E.EwNmA. •1 WT .2883 Im E ' IwA ISL D ISOEYAN, PES, YN LIC ND. 22663 =., l.�J• YY L,CE % RENEWAL DATE 5: .ANE 30. 2006 *. oApEE[A SHEETS COVERED BY THS SIGNATURE 8 SEAL PACE I O 1 DATE OF ORONFL SURVEY JAY 01, 2005 TITLE REPORT BY: CHICAGO TITLE PISURANCI COMPANY DATE OF UPDATE SUI M A ODER NO.: CA 2-3"DATE O LAST REVISION: MARCH 22 2006 EFFECTIVE DAH: OCTOBER 27. 2001 AT 7:00 A.Y. CERWCAWO DEFINED: THE USE O VIE WOD'a FYY OR'CERWIlCATI N• 81 A LOMMED FROES9GHAM LAND SURVEYOR. N TSE PRACTICE O END SiRVErNG, CONSITU TES AN EXPRESSON O PROFESSIONAL OPnION R{GARDINC THD' FACTS O FINDINGS OCH ARE SUBJECT OF TIE CERIFICAMIN. AND DOES NOT CONSD TE A WARRANTY N GUARANTY, EITHER EXPRESS OR IMPLIED. *NA sc_ F7 ,IFA N. XF A•W FAnTSDNAL - BASIS OF BEARINGS: TIE HEARING OF SOUI HONG THE YESEREY I" O INE NORTHWEST QTOTER O TIE NORTHEAST OUARTI SECTION 13, IOWNSAP 1169 NORM, PANG 23 WEST. O THE SIH PM, N THE CITY O GHANHASNEN. COVER COUNTY. STATE O MINNESOTA. WAS -0 AS ME BASS TX HIANG FOR MS SURVEY FLOOD ZONE DATA: ACCODINC TO ME FEDERAL EMERGENCY MANAGEMENT AGENCY'S (Ff-M.A-), ROOD NSLMACE RAE N+.1 (F'.LP-), EFFECTIVE DATE JULY 2. 1979. THE PROPERTY SHOWN HEREON UES WITHIN ZONE C OF THE COMMUMEY PALL NUMBER 270051 005 B THIS SUBJECT PROPERTY S NOT WITHIN A DESIGNATED FLOCC HA2JND ZONE. ACCESS STATEMENT: ACCESS TO TRE SUBJECT PROPERTY �S GAINED DIRECTLY ON ME WEST SDE OF THE SUBJECT PROPERTY HA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRIRNK HIGHWAY ICI, A VARIABLE MGM PUBLIC RICHT OF WAY, ALL IN THE CITY O CHANHASSEN, COXA COUNTY. STATE O MINNESOTA -ALTA/AGSM-NSPS LAND TITLE SURVEY" PREPARED FOR: THEM E�Fi WS COMPANY Nc - AL 'A Sr�eY MP Y -1 NESS NO OSB30AS1.MO 1 A 70e SCANNED BP AMOCO STATION TITLE SHEET AND NOTES CHANHASSEN, MINNESOTA GUMNOM l• afte.nolion kno.n m I—S waea9s cwlc_ tya• Ola I«ata, of ant qt«M4— a rel quwmteea to be « urate w dl nidi e. Tle e re,poreibe "w mokag he, oar, aterminalbn as to tyae Old localia'1 of ut4Hies as 1—y to avpC donlow to then utaitift Colt "t Gow,W State One -Co. at (651) 454-0002 to, emt" unity acotans The cmir«Iw SWI field vW,fy -11. elevation. Old bcalan of tsatng aalilwy ae.. storm wee'. w4 ealW+.era and teddy Engineer of my Q SPOldee prior to the etwl of aSldbtilrns eletasotan. SOR calfwm to t City Stai Spedf tions. Cwt'mtw SHOW noliy City Pi ,IS—, Depwtmoll o Milinn.m of 24 h r viol to Ile intwruption of my wee, w eater woOoe to a slq homes v wsit•sees Sl -ug. at motwide w ---I Shall hat be deo._ al I.W, strwts w .itha "ll, r.q,,t-of-.ar. A Meuh•pto Lowisoa Civ. Engnow must IiI mid cortiy aA retakliy odes 4 -fort nigh Md hiVW. Notify City a mnmwn of 48 len, prior to the cwnmol Wt of calaNuctan- No eumi,9 permits oil ee ie.r.d for 1,w. —Ned- Trees w,d eve must De remowa ham Ste W chppea Timpwwy street spna we rewew to De asiaed as soon ae cankV-I m Dego s. Signs Slee De d approved Sze. deathe, raafimt a'hd D< mo ,Nlad ^.^ •i,P e d by pWmololt highs. WATERIMN NOTES E..atep .a,Wmoa locatan ma a e rhe ee hai6ed n the f_ ora to conatraclaH. Nobly en .— of my MIdevolcies Pra to any i voildt,als. Walwrnein Shall be 6- —1 -km pipe (DIP) class 52 M oppro.•d plastic fim .rap a I•pliw al IS DIP pipe. •one. Pr•1Wmw i,saot �. plc F gds.. w opwo„w .gua .n We amawr se.w storm , W v .i thin 18' I .atwmdn. SANITARY SEWER NOTES E.ntag salitwy x.er I«alan, Old Newnan sndl be —ford in 0 f�a ora to cm,tructial. NeUytolgi-- of aly davpalciw p to aly labial± Smim y SW 5wee eW.4ce p d fit t^9S. Wia g oyes. Wco be 6' PVC SDR 26 umhlce l,rima S,W be 'rd F the fold war to alr nk[alotial.. CURB & BITUMINOUS NOTES RWnowl and deposal of elating ---,l. ,l. ae rp„ied for C_,t,.C,ial i. Calaiderea Inc,denld- gaioi ilg o1 cora a iuidoltd to one ihstosalim. Use tfofr conVa mlzas✓v. e, cordalce eita lM Mil—to Malud of Uniform Trofr Collydl Devic., (MMUTCD) as l --y —vaaihq. unity, w paving op W,tim c—cod, alto odpcmt 'beets or ph.Olc right -of -day Restore detura•d strwt to e.alag w Dette, sedan. So. -cut e„istaq ti-il—s ma cw,vet• euro to WOM• twH-p"nL Four i,d1•. of Pose 5 under are it, ncid•ntal to tura n.tdlplion. GRADING & EROSION CONTROL NOTES IS to my geoai,g opHot,ons. the cminclw Shoo in.tm d rock ms tan -t,— Old Oral S, tit fmc• os anon '; pI_ (Cont«t city to ihapeet wosim ealtrd m oahrw w He' g'ad" oowilo" if stay) Aaditimd sit force may W pry if 1«0 10itiont'puke. Praviee rock cmetn.cthm oll—. at a —t—, .nen cols—till t"Hic ollWs alto '.Ming Dituminwa 'oodeoys Di«t dI calstruclim site Im-off to t•l,WWy eedknentotion I— W otn« Elge--opvovM seder, -I col—meaa✓ea W_b .—c ,e from site. D—w—q dna/W Daae m-9 disczerrge anal pe drected to t•mpwwy eol$elo,lation awa,/baas enw— poekall. AS domwge pont. SWI be wew,atey Wateciw Nom efoabn old — v wqh Ne ux of apWOV.d energy diaaipolial device.. 'w wy w D•rinalml t0h must e• ,rrlifwmy oppli•a by Med,m,cd W lybaWic mem. ala Sit Iola" Dy diet-antlwiq w uw of h,W I. SO4 stmiizws Pw1Wm Side 9 a 9 al an orea-ar-orp terse to nninknite mstpDiiea Weas AS each edwwee ea a wnet, a adee, Sob must how aw, lempWwr Waal- protection w WiHmi itnin eeh+n (7) date. AS BMP, mute be monlonSd tel Wdpw fundal mli da to hark hos ow, corHOINI. Old to nos and•r90l. find ,tdz4,ial,m. Cmir«lw to Folia. de,ignotea cal"et, Fuck ooei woo .'U,doar Neto .qnp.. Wa� t woo a to be o minimum, of 50' Nom .lam da_ aitdwd. pads. W olhW Siwm.dte'Sat_ AS kguid old said caste generolw Dycwncrat, iHI I.Pvatans must be curtained n a I•ak-woof oltamm�t taNiy v mperm,iohb Inv (e. g. cwnpactea clay tnw. mpe ,,n de gee-Mtlldme). AftW oOdt, colvte a sol, ar.a W mi, dispose of wapWly. As ,ad. ,ted, mubn ono fo,tai anal calfwm lith le fdlo.in9 MlDOT Spedr otims as modified CNoe. ITEM MNOOT SPECFICATIOM/NOTES Sod 3878 Seen •• 3876 • Fw t✓1 eatopl,Wimw,t MHDOT Mi— 260 (100 szk/ave) -0" YHOOT Mi.tare 270 (120 M/ole) TempworrFail cow. S.-9/.nmol« 1-2 ye— c ew 2-5 ys cow MnDOT Mi.twe lace (lOa tea/one) M,DOT Yi.l✓• 110 (at 100 ex/eve) MnDOT Mi.t✓• 150 (at 40 ks/ow•) MnDOT M..tun 190 (at 60 los/doe) uubn 3882 (Type I - Dent Mmwea) FwtiizW )081 Wood FpWhket or B 3685(M2) • Mo. a mnmum of Olc• per 2 .eek, •• Seeded We- Stroll be eilW —IlAed W covered Dy fimau dalton• to rooted sleds and Wind woad. Con4«Iw to Provide topaos et -SP. s of I«d eeagnaled eu diene. bc Po .1—poole oa fon am hcioina9e.aya as pas Sia,. Provide e t lolce at fools= aide of Il—pie I«anona. If atockp Ne .. Ia De aw«e Mw tlm 7 days, V_ wed Old molal t- Feot✓� to De m�tr�tea al d of p'o jecl ally ally atapiiiatron of opal' b •wga Any t•mpwwy w penr,m_I ditch (torn Maas .ale nen I-cal.wciro„ dile w -I. oats Wound o -it- . t•, mu at IN, ,laeziawAlin 200 meal Iwl hpH t"property fns w ham the point of di charge to my Serf«e oat W. Slodlizolial —1, tole w«a✓ e eithei 24 te, of cWnectilp to a tad, ..1W The cony«tor Shoo pay a `O` attmtim to all odpcmt wwwty Ise, Old make sure Ila erwim mrd vortices l,"In than wow Wewnt mign[ial of .diHW,t -to oa)ocehl Prapwtia,. T'. colic«tor SI"'. —tel alt tole•, ifoudoig Ile —old d diced wdahenl. Waugh conpl•[im of euidlq -V-,_ Sit, Jolt• to be rod way oftw c"014bal of Du4ding calstruction Old upan •stadisnmW,t of 1rg•lalion Pronde eaod few dalket iW OR rope of —en"weet floe Old for m Sopes 3 1 or gnotec. If Oly Spee apps« to w fee6l% oadit;—II kit folc•, eia'aoe Old .coaan calt'S dale., Shoo be added! IS loaded. Find geode, wnl! Woo. opal ataD'iiffiial of uprt Sod be dise✓Das woaogo w•o.. induding seder —,ft- - ,ft awaw Www -.,d sect-.. anal .--—t cold, - Upon gracing completion le dolmen« elm Www. Hoa_topSoi. sew. ala mold, o Sh 4 ail a aaight set d« e,lha 48 nen of fila 'ado 9- E.c•A ads S,ould IS treated I% other emasea sial ala stooeiz•a eitnn 72 Alyo edit Stockpiee a ton K kit fen C. w«ed m do.nstreom Side, Olds fhdl t be aimed ,, anf«..atWs. Adpeenl aVoet, SWI De teat dean of —t— 1— moteWa, OIL orb olW und.ivde maldWs Uhm mdlW Ada W dere ,.rar naw o,ea/fled alta adjocml street a, .t d the call' toil reapm.aeily to weep/Wope slreeta IS ne<eskd'y w IS dieclw by le sty LPGM -- - - EXISTING LIGHT POLE EmsnNG WATER VALVE gi PROPOSED WATER VALVE _1_ EXISTING HYDRANT —�� PROPOSED HYDRANT i E'ST1NG STREET SIGN ®® EXISTING STORM INLET 13 PROPOSED STORM INLET `EMSnNG STORM MANHOLE 0PROPOSED STORM MANHOLE O EXISTING SANITARY MANHOLE ® PROPOSED SANITARY MANHOLE EmSTMG SPOT ELEVATION X954.05 PROPOSED SPOT ELEVAnON (GUTTERLHIE, BITVMeo01S SURFACE OR GROUND SURFACE UNLESS OTHERWISE NOTED) LPGM -- - - EXISTING WATERMAIN EXTSTING SANITARY SEWER ---- -- -EXISTING STORM SEWER _1_ PROPOSED WATERMAIN —�� PROPOSED SANITARY SEWER ow- PROPOSED STORM SEWER .. - PROPOSED DRAM TILE h CLEAN -OUTS "---'"""---- EXISTING 1 -FT CONTOURS -oro---" PROPOSED I -FT CONTOURS —► PROPOSED SILT FENCE �C'`'� 7B� E14ST1NG TREE PROPOSED INLET PROTECTION NORTH i� SITE AREA 49.415 S.F. (1.134 ACRES) EXISTING IMPERVIOUS 23,580± S.F. (0.54* ACRES) AL PROPOSED IMPERVIOUS 32,120± S.F. (0.743 ACRES) DISTURBED AREA 38,000* S.F. (0.87* ACRES) Igo 40 o4 ��--tea___-_ CAR WAST -I / / !! C o d .8 IAA-�-r-��-f�.p IItt 1y�yIi eJ (�CI'l�� / / ' /• I 3 4 / SHEET INDEX / CO TITLE SHEET & NOTES Cl GRADING, DRAINAGE & EROSION CONTROL PIAN C2 UTILITY PLAN C3 DETAILS TITLE SHEET AND NOTES ORAWNBY DEStGNBV: A.G. A.G. CKRD By: PROD W. C.WP. 11-1318 DRIOI eu oDru W -11 L c C tt PREPARED FOR: ROSA ARCHfTECTURAL GROUP 1084 STERLING ST N ST PAUL, MN 55119 16511739-7988 SITE PLAN..IO PLOWS ENGINEERING, INC. 6776 IAAE CRR E SUITE 1. LINO DOES. LA15W14 PHONE 16511361 , FAX 1851; 3611m, CO 'OSED CANOPY ELEVATION - NOI 3/32' - I'-0' (ON Ibcn PAPER) EXISTINCs. MTL. TO BE RE -PAIN AS REQUIRED MASONRY CAP CULTURED STOT NEW FUEL PUMF DISPENSERS T1 H MTL. HINGES CONC. FILLED BOLLARD COMPOSITE WD. MATERIAL ON METAL FRAME MTL. LATCH BRACKETS =D TRASH ENCLOSURE ELEVATION - FRONT 3/16' - I' -m' xN Ibcn PAPER) PROPOSED TRASH 3/16' - I'-0' (CN Ibcn PAPER) PRECAST CAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY OSURE ELEVATION - SIDES PRECAST CAP COLORED BRIGK MASONRY CANOPY ELEVATION - EAST/IUEST 3/32' - I' -m' (ON Ibcn PAPER) PROPOSED CAR WASH ELEVATION - WEST 3/32' . I' -m' (CN Ibcn PAPER) PROPOSED CAR WASH ELEVATION - SOUTH 3/32' - I'-0' (CN Ibcn PAPER) PROPOSED CAR WASH ELEVATION - EAST 3/32' - I' -m' (CN Ibcn PAPER) ED TRASH ENOL 3/16' . I' -o' (ON Ibcn PAPER) H PRE -FINISHED MTL. CAP E IFS ACCENT BAND COLORED E IFS E IFS ACCENT BAND ACCENT LIGHTING CULTURED STONE NEW TRANSLUCENT PANEL O.H. DOOR WALL PACK LIGHTING TYP. COLORED BRICK MASONRY ANOD. ALUM FRAMES W1 GLASS COLORED ROCKFACE MASONRY PLASTIC SIGNAGE - 6'-3"- 4'-3" IT ENTER i n EXIT INSUL. PAINTED H1" I. DOOR COLORED E IFS EXIST. CCAS METER SCANNED Rosa Architectural Group Inc. 1084 S Wft Street St P" w wwta mm tet 86t-73�7888 fax 861-733185 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 i �w wvv n-. n. w.w svo.oi a �m w ww+s .r i[ a uw w wv �.ww. we •-. i w •qv lOw �aUq MN.O.t iR v r.mo. i �wr wsr aw nw � � int w www w�[aws wwr� w • au jos x �s w[ v wmw V PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED CAAVPY CAR WAS ( & MAS4l ENC1OSlm EZEVA77M A3,2 0 00"W T 2" 806.4 A"TECnlia OMP uoiba-j ue3uawy a3i}}p le�ipavy - I!p�a2i ' y ,— - uoile45 I j se � e i o J 9 P.I H ,..� 40 low y z im ,1 i Z Jv o tieuuajan 1Sco • to .t. �♦ � .. l[e�a21 auilonlen qse o}ny pUe ae:) a.iil s,umoa8 }ueld '8 uoisillo:) juaw4ee it a94seyy 5UIWJOIUODUON El ol me al ml El IGmiemom • ❑ �❑ and Associates, Inc. Dann c,.k;� )ate Checked Shad No. of Job No. Date LIST EST=mATt5 FroIZ PA--rcHxiJ6, -r fl Io i w 11 SERv.=-e-E T1ZLN e -H 8P p,.rn occ.) 4tOh a n, + 4c7 ur%t4 nrjC.6 Sc,w;-nj 0.4- pe, %)emGn+ LF +3O S,v6 (o 60. o0 Rcemc,z 3,+ Pc,ve nen+ s Y 84 S,oO 420,ov !Z" Aygrcge, -&- Bc .e CL S Tort 40 2'^.0O Sao. 00 ZjZ�- 5.�� t��-�-e�,� r � i c lJ / Z 140,045 16'60.0c) Z''2 J �` 8: + a�.,dGr P`,4 -J jrl j rc 14 I Z t 4o. db )&Q0Vl CO 71 to �jr WGc r P" J, n( -rC 1J � p1 14 o, O6 ItCPO, 00 • 8: -f. T� K C��-� Ga. I 3� 4,0o 1201M %000,OC> lDoo-00 5<<w:nq GollG Pr'VeMe^4 �.. I(v /o,OO IuD 'Gc„IC pLk.; f -)">, 'JO I'"eti, + S�`� �l17 I3 110,00 11i O I�crnc v� Dewc- pig..: 1 Sq yo os c).OG Z to G_ .�i5Ro 0 ►6 -6� Chanhassen City Council - May 9, 2011 Bill Jensen: (Yes). Councilman Laufenburger: Is there any area in Chanhassen, city of Chanhassen right now where people are asking for cable that you are working to deliver it to them? Bill Jensen: Yes. There's, and I forget the name of the development but it's in an area, we have a density requirement and generally when you have a franchise in a city, you're usually able to cover the entire city. But in this one particular area, and Todd is it Homestead? Todd Gerhardt: Yeah. It's Homestead. Bill Jensen: Homestead. They're a little bit further. There aren't enough homes for us to internally justify the construction so we're still trying to work that out because we want to, even though we might not be required to extend out there, we want to do the right thing in the city of Chanhassen and I'd like to come back and maybe one day get a plaque because we extended out to the Homestead area, you know. So I believe that's the only area, that Homestead area and it's just too sparse right now but we're looking at it very seriously to do it without a customer contribution. Councilman Laufenburger: And just as a follow up to that, there are some new developments in Chanhassen. I'm assuming you're working with those new developments? Bill Jensen: Absolutely. Absolutely. We try to get into all of these developments when the first trench is opened so, and we go to all of the pre -construction meetings and so it's important for us to be in those developments. Councilman Laufenburger: Okay. Alright, thank you Mr. Jensen. Mayor Furlong: Okay, thank you. Anything else? Mr. Jensen, thank you for coming this evening. Bill Jensen: Thank you for having me. That you very much. Mayor Furlong: Very well, thank you. Let's move on now to items under new business. CHANHASSEN BP, 7905 GREAT PLAINS BOULEVARD: REOUEST FOR A SITE PLAN PERMIT AND CONDITIONAL USE PERMIT TO REDEVELOP THE EXISTING CHANHASSEN BP CONVENIENCE STORE, CAR WASH AND GAS PUMP/CANOPY, APPLICANT: KHALED ALOUL. Kate Aanenson: Thank you Mayor, members of the City Council. As you stated this is located on Great Plains Boulevard. Kind of showed you the context there. Just in the core of downtown and then the triangle on Great Plains and also two fronted along Highway 5. Want to show you some of the neighboring uses around there. You can see there is a gas station across the street, the Holiday which rebuilt a number of years ago and then the Valvoline and the car wash, which did have some concerns about this project which I'll talk about in a minute. The Brown's 13 SCANNED Chanhassen City Council - May 9, 2011 Automotive which also is kind of closer to the Highway 5 which screens it coming from the east. Our water treatment plant and some retail buildings around the site, and then of course the new medical office building. This item did appear before the Planning Commission on April 19`h. Was voted 6-0 to recommend approval. Again the use is for site plan approval for 3,912 square feet and then a double car wash for 1,500 square feet and then the gas canopy and a conditional use permit, and I'll go through those details in a minute but I just wanted to talk a little bit about the Planning Commission because there was some concerns again about the sight line, which I'll discuss in a little bit further detail but they did kind of go through some of those slides and spend more time looking at the perspective and reviewing the impact of that development. And additionally since it did go before the Planning Commission, we did receive some comments from MnDOT regarding access so those conditions have been incorporated into the conditions of approval, and then also just some engineering issues regarding elimination of two existing copper services that they did ... so with that the Planning Commission's conditions and those were incorporated into your conditions for recommendation for tonight. So with that the conditional use permit is for gas pumps. When this project was originally approved, a conditional use permit was not required so in cleaning this up we're looking at a conditional use permit. Also to allow two uses on one, two buildings on one site plan and then again a site plan approval for the gas station, car wash and the canopy itself. So the existing conditions as the site plan is shown here. The majority of the site then to the east of the property is green. This would be if you looked at, remember looking at the first slide and then behind it, or to the north of this would be the Valvoline and then the car wash and those are the two property owners that have the most concern about the change in use and the visibility. Staff did evaluate where the Valvoline sits up higher but because this building in this location, about 4 feet of the top of that building will be shown, and I'll talk about that in a little bit more detail. One of the other issues is the setback between the existing buried tanks. Holiday did apply for a variance when this came in. We weren't allowed to give variances. They're not changing the separation between the two existing so the variance given to the Holiday gas station regarding separation of the gas tanks was applied to BP so they were actually benefitting because they're not moving their tanks so it's an existing non -conforming situation. Mayor Furlong: But excuse me, non -conforming because the neighboring property received a variance? Kate Aanenson: That's correct. Right. But they're not changing the location of the tanks so the separation remains consistent. Mayor Furlong: Okay. Kate Aanenson: So there's no change. Mayor Furlong: Thank you. Kate Aanenson: For the conditional use then, as I mentioned, so it would be for the principle building and the car wash ... as our code say in the Business Highway that it would be ancillary and then the pumps. There are 6 pumps there currently so they're being slightly reconfigured. In your staff report on page 4 then we did go through kind of the standards that we have in our 14 Chanhassen City Council - May 9, 2011 City Code regarding the conditional use permit and most of those relate to, we don't want to have cars stored out there that are in disrepair, and then that there's not a lot of stacking inbetween the gas pumps or to reprise circulation. This site is a little tight regarding that but we want to make sure that they do follow those conditions that are required for the conditional use permit, and those are in the findings. So again you're looking at the two different site plans there. The existing one with the canopy over it. The smaller building with the single bay so it'd be adding a second bay on the picture, on the second picture and then putting the convenience store to the back of the site. So some of the issues there regarded circulation to make sure you could get around the gas pumps and then to get to the car wash, so the challenge there was that internally the engineering department worked on was to get the circulation to go actually behind the store itself to get to the car wash because it's a little bit tighter there. And so then the main entrance, the canopy needs to move just a little bit to make it work, but it will be able to be moved and meet the City Code requirements so it does meet all the setbacks and again this would be a one way drive. We've talked with the owner about some sort of queuing so you don't get into the drive lane, if there's 6 or 8 cars, there might be a wait, to let you know that there's a lot of people already waiting to go through and around for the car wash. Otherwise there is a convenient way then between the car wash and the canopy, in this area here then to come in to go to the convenience store so you'd come in through here to park to go to the convenience store, or you'd go around then here to go to the car wash and it's a one way drive. And then the trash is east of the site. So to kind of clarify that, when we overlaid the new site plan on the existing site plan, so the canopy shifts a little bit to provide that drive aisle, to get into the convenience store, and then you'd go around then so you can see where the existing vegetation's going to be removed and then this will be replaced with the new landscaping plan so some of the concerns would be for the car wash and for Valvoline who we have spoke to where the sight lines. So some of the sight lines as I mentioned coming east, there's a stand of trees here on the Hanus building and their sign that's actually kind of screening the Valvoline site itself and they were concerned about some of the additional landscaping being placed on this site. We do have the trash on the eastern side so we did want to screen that so we're working through those issues regarding the specific landscape plan. The building itself meets all the design standards. It's a highly articulated building for the gas station. Roof top equipment so there is a parapet wall which does add a little bit more to the height of that but it is along Highway 5 so we did want to screen it and that's kind of the prep area where the coolers would be on the top so, and the height requirement, there's 4 feet would be the least amount of you could see of Valvoline but there's areas you would actually see closer to 7 feet. So this is the building itself. Again very articulated, well designed building. ...as showing you those trees that would be removed and those are where the dumpster would be in that location and so we're looking at on that A and B some additional articulation and some screening on that side. Another issue is then the canopy for the gas station and the car wash, so the canopy itself, we don't allow the logo. The raised logo so it will be in conformance with the City ordinance as a condition of approval. Lighting. Recessed lighting underneath the canopy and then they do have a non -conforming sign which is shown there on the right and the way our sign ordinance reads is that you can have a 20 foot high sign if you're in the Highway 5 district but it has to be over 50,000 square feet. Because this building is smaller, it's less than 50,000 square feet, they are in compliance with this 64, 16 foot tall sign. Typically if that was to come in today we'd actually have them put a monument, a similar block on the base of that to match the building and hopefully they will consider that and kind of make that look a little bit nicer there to bring it into 15 Chanhassen City Council - May 9, 2011 conformance. It's a little bit too close also to the right-of-way as of today's standards. I think when additional right-of-way was taken for that Great Plains so they don't want to lose that non- conforming right so they're going to keep that sign where it's located today. Mayor Furlong: And I'm sorry, could you explain again Ms. Aanenson why it's non- conforming. Kate Aanenson: It's a little too close to the street. And the other issue is... Mayor Furlong: Okay, so the location of the sign? Kate Aanenson: Yeah, and then today we actually asked them to be consistent with the architecture of the building so today we would have them probably put something here, some block that would match the building itself. Mayor Furlong: But the physical, the size and the area. Kate Aanenson: It is consistent. Mayor Furlong: Is consistent with our ordinance. Kate Aanenson: That's correct so it's just the location and then a little bit in the design. And I just want to mention too for the Valvoline, you recently, I think within the last year gave Valvoline redid their store front so they came in and they had a non -conforming sign because it's actually about 18 feet high and it does not have Highway 5 frontage. It was a non -conforming sign. That was back when we could do variances so we allowed them, because they reduced the non -conformity of that sign and actually made it look nicer so they do have a tall sign for their visibility so we also pointed that out to the Planning Commission as a part of their concern about the visibility factor. So I did, I just want to show you a little bit about the landscaping and this was some of the issue about the size and how that would look and what that would do for screening but again the staff's concern is, or point is that I think there's more on the Hanus building regarding screening than this would be based on it's height because those, that landscaping's taller and sitting up closer to the building so they have provided for the trash circulation. So again parking meets all the standards. They just have to move the handicapped site itself so that that meets the parking stalls. There is a sidewalk that goes along Highway 5. There's also access to get in the convenience. They are at the maximum for the hard surface coverage. Otherwise they would probably put a sidewalk along this segment here but because their right-of-way goes right to that point, they didn't have any additional hard surface to give up. So with that there is a landscaping plan. Again very nice. Nice building. Nice landscaping plan. A nice asset to kind of warming up that corner of the downtown. A gateway to the city. So with that the staff is recommending approval of the conditions outlined in the staff report for the conditional use and for the site plan and adoption of the Findings of Fact and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions of staff. Councilwoman Tjornhom. 16 Chanhassen City Council - May 9, 2011 Councilwoman Tjornhom: Yeah you just touched on it but I still want to understand. When I was looking at this about the handicap parking spot, just seemed not making sense where it was. Kate Aanenson: It needs to be closer to the door. Councilwoman Tjornhom: Yeah, like I say I didn't understand why it was so far back from the front door. And how come there's only one? Kate Aanenson: I believe based on the square footage that's what, all they're required. Of the building. Councilwoman Tjornhom: Okay. Mayor Furlong: Okay. Other questions for staff? Councilwoman Tjornhom, did you have any more at this time? Councilwoman Tjornhom: Not at this time. Mayor Furlong: Okay. Councilwoman Tjornhom: Where will they be filling the tanks below when the trucks come in to put the gas in the tanks? Do you know where that is? Kate Aanenson: I believe, I'm not positive if it's in the green area. The applicant's here, I believe the architect's here so maybe they can address that. Todd Gerhardt: Those little circles. Kate Aanenson: That's what I think they were these little circles. Todd Gerhardt: Yep. Kate Aanenson: That's what I thought. Councilwoman Tjornhom: Those circles by where the parking spots are? Kate Aanenson: I don't know if you can see that or not. Can I have the architect answer that question. Mayor Furlong: Okay, good evening sir. Why don't you just come forward and you're next anyway. Russ Rosa: Russ Rosa. I'm the architect working for the owner on the BP design here. Currently where you see the circles, where she's pointing at, that is the general location of the existing underground tanks. We're going to do a remote fill from those tanks. I'm not sure 17 Chanhassen City Council - May 9, 2011 exactly where we're going to spot those yet but they're going to be pulled away from those parking stalls. Councilwoman Tjornhom: So there won't be a truck parked right there and people not being able to back up because. Russ Rosa: You know I can't tell you where the truck is going to park. Councilwoman Tjornhom: Okay. Russ Rosa: But I'm sure the owner is going to you know have the truck come at a convenient time of the day when there isn't a lot of parking there. Mayor Furlong: But I'm sorry, the circles that are there now, that's where the current. Russ Rosa: That's where the current fill locations. Mayor Furlong: Fill locations are but as part of your plans you will be working on. Russ Rosa: We're going to relocate the actual fill location. The tanks are going to stay where they are. Mayor Furlong: Right. Okay. But at this point you don't know where you're relocating. Russ Rosa: They're working through that with the gasoline supplier. Mayor Furlong: Okay. Councilwoman Tjornhom: And as you come in from, not 5. Is it? Kate Aanenson: Great Plains. Councilwoman Tjornhom: Great Plains, thank you. I see there's like Lots 1 and parking spots 1 and 2. Is that correct? Are those parking spots? Kate Aanenson: Yes. There's some parallel spots there. Yes, and then along here, yes. Those can be overflow or even here it might be for employees. Mayor Furlong: I guess to follow up on the fill locations. Is there anything in our ordinance that speaks to location of the fill location relative to the building? Kate Aanenson: No. Yeah, it's more as a operator issue. They want to make sure that they're not blocking their store and convenience and so, I'm sure the State regulates that more than we would. Mayor Furlong: Okay. 18 Chanhassen City Council - May 9, 2011 Councilwoman Tjornhom: Yeah because right now where those circles are, that would certainly block everybody if it was busy or you know park there so. And explain once again how you're going to let people know that there are like 10 cars stacked waiting to wash their cars. Russ Rosa: Well we had some discussion with the Planning Commission about that. Actually I think city staff and right where it shows the striped area right now, where we were going to have the handicap stall, actually probably up. Someplace on either side. We're thinking of having some kind of a small electronic notification sign that says currently there's 5 cars queued or. Councilwoman Tjornhom: How many minutes you have to wait or. Russ Rosa: Or there's a 5 minute wait or whatever. Councilwoman Tjornhom: Because once you get in there it looks like you won't be able to get out. Kate Aanenson: You're committed. Councilwoman Tjornhom: Yeah, so once you're in... Russ Rosa: That's right. You're committed to going around. Mayor Furlong: Other questions? Why don't we go ahead and allow you to present anything you want and then that may follow up on questions as long as you're here so, is there anything you'd like to present to the council this evening sir? Russ Rosa: Only that the owner is excited about improving his property there and re -building and expanding and creating a nice business for town. Mayor Furlong: Okay. Any concerns about the comments or issues brought up at the Planning Commission? Russ Rosa: No. I think he's on board with all of the recommendations. Mayor Furlong: Alright, thank you. With regard to the issue of landscaping on the northeastern portion of the property and Ms. Aanenson what you were describing was concerns from the neighboring property owners. What's the fall off there, the topography at that site? Does it fall off fairly quickly? Kate Aanenson: Yeah you can see there's a slope going up. This would be the Hanus building that you're looking at. This is where the most of the trees are. Actually at that, let me just see. I showed the Planning Commission. Actually Angie Auseth who worked on this actually went out, took some slides. Here we go. Kind of some different perspectives so we labeled those. So this is probably the best view you have right now and that's when you're right in front of it for Valvoline. When you're looking down the long stretch there's plenty of walking... 19 Chanhassen City Council - May 9, 2011 Mayor Furlong: And that's where the building will be. Kate Aanenson: Right, so this is another perspective right now where you can see, what you'll still see kind of that top portion of it and you'll see the Valvoline back here. Mayor Furlong: Oh the canopy. Kate Aanenson: Right, and that's still probably what you're going to see so that hadn't changed too much. So I think that's what we kind of. Mayor Furlong: What's the height of the building relative to the height of the canopy? Kate Aanenson: Well again it's got that parapet so the smallest portion you'll see is at least 4 feet and up to 7 feet of the Valvoline building. Actually Alyson Fauske in engineering looked at that so the elevations you know, again the 4 feet with the parapet and without the parapet about 7 %z feet is what. Mayor Furlong: Above the canopy? I'm confused. Kate Aanenson: I'm sorry. I'm looking at the bottom of the footprint of the elevation so from the elevation up, you know the difference would be, that would be the. Mayor Furlong: Given the elevation, given the design of the building, what's the highest point of the building going to be relative to the canopy? Or the highest point of the canopy. Is it about the same? Kate Aanenson: Yeah, BP is 21 feet and the Valvoline's 15 but you have to remember that they're sitting, Valvoline's sitting up quite a bit higher so that's why I was using the lowest floor elevation. So there's a 10 foot elevation change so. Mayor Furlong: So is the new BP building above, the height of that about the same as the height of their canopy? Kate Aanenson: Correct. Yeah you can see, well except for the parapet. Mayor Furlong: And the parapet is just that segment... Kate Aanenson: That one segment with the refrigeration on the one side. You'll see 4 feet there. Then coming from a different perspective you'll see closer to 7 'h feet. So you can see where the Valvoline sign is right now and that's your window. You can see that's higher, or taller than. Because it doesn't have Highway 5 frontage, that's the legal non -conforming part and they changed their marketing of their brand. How they displayed it so. Mayor Furlong: Okay. 20 Chanhassen City Council - May 9, 2011 Kate Aanenson: So that you'll still see. Again this is looking from the other concern was the car wash that's immediately to the north of this site so again that shouldn't change too much. There will be some additional landscaping in that back area but that will be lower and again that's got a much taller roof so you'll still see that portion. This is a better perspective of the sign actually closer to the frontage. Mayor Furlong: Okay. Kate Aanenson: Let's see what else I've got here. We looked at that one. Councilman Laufenburger: Could you go back one? Kate Aanenson: Yep. Councilman Laufenburger: Right there. Is that, now that's the entrance and the exit. Is that going to remain exactly as it is? Kate Aanenson: Correct. Councilman Laufenburger: It is? Kate Aanenson: Correct. Councilman Laufenburger: So then here's another perspective of that and that's the existing car wash that will still remain approximately the same height so that you would still see and that's, but that's coming out of kind of the Holiday. Councilman Laufenburger: Yep. Mayor Furlong: Okay. Lighting, there was a portion of the staff report dealing with lighting and shielding of lighting. Is lighting here comparable to the Holiday lighting or is it brighter? Less? Kate Aanenson: Yeah, we always check. Mayor Furlong: Same. Kate Aanenson: We always check to make sure it's recessed into the canopy and then the rest of it's all downcast so it shouldn't be any brighter. Mayor Furlong: And I guess my question is, is not only is it not any brighter but is it the same illumination or is Holiday operating under an old set of rules? Kate Aanenson: Nope. It could be the similar, yeah. Mayor Furlong: Alright. And overall with regard to the conditional use permit site plan based upon the conditions, everything is in conformity with our ordinances? 21 Chanhassen City Council - May 9, 2011 Kate Aanenson: That's correct. It's variance free. Mayor Furlong: Okay. Kate Aanenson: There's some non -conforming uses that they were able to work into their site plan. Mayor Furlong: To reduce or eliminate? Kate Aanenson: Well. Mayor Furlong: The non -conforming, well for example the sign. Kate Aanenson: The sign and the separation of the gas tanks. Those are all able to work into their site plan. Mayor Furlong: Yep. Kate Aanenson: So I think it was a challenging site. They wanted to maximize that triangle piece, which actually is a good thing. Let me just go back to that site plan real quick. So I think in that respect they laid it out very nicely. Go back to the site plan here real quick. Sorry. So if you look at you know taking advantage of the triangle shape, so because you had that and trying to get the circulation. You have the existing location of the gas tanks that they were trying to fill. The existing opening so there was some challenges so I think the architect working with the input from the planning staff and engineering staff did a really good job responding to all those concerns and making it work. And making it a very attractive building on top of that. Mayor Furlong: Very good, thank you. Any other questions? Councilwoman Tjornhom. Councilwoman Tjornhom: Do you see foresee any problems with traffic on Great Plains Boulevard during the demo or during the building process? Kate Aanenson: I don't think so. The turning moving there on, coming out is I think more problematic in the winter when there's snow up on the. Councilwoman Tjornhom: Yeah, there's that bank... Kate Aanenson: Bank of snow that there's problems to turning that way but I think during the construction season that it should be fine but we can certainly check on that during construction and make sure that we're not, it's not causing problems. Mayor Furlong: Alright. If there are no other questions, there was a public hearing held at the Planning Commission, correct? Kate Aanenson: That's correct. 22 Chanhassen City Council - May 9, 2011 Mayor Furlong: I don't know, is there anybody here that would like to provide public comment this evening? If not, bring it to council then for thoughts and comments and a motion. Councilwoman Tjornhom: I just want to say it's a great looking building. I mean I think it's going to look really nice on Highway 5 when people are driving by and I'm just thrilled they're doing it so I wish them luck and thank you. Mayor Furlong: Good. Other thoughts, comments? Councilman Laufenburger: I really appreciated the work the Planning Commission did in examining all the questions. All of the sight lines and it sounds like based on the architect that the owner is ready to you know make adjustments as necessary so good cooperation with, between staff and applicant and Planning Commission. Mayor Furlong: Councilwoman Ernst. Councilwoman Ernst: I just want to say I think it's a great improvement and I look forward to driving by it. I think it's a great addition. Mayor Furlong: Maybe stopping in and filling up a tank once in a while. That's why they're doing it. Councilwoman Ernst Just for me ... right. No, you did a great job. Mayor Furlong: Thank you. I would concur. I think it's nice to see a good project coming forward. It's nice as comments were made, the cooperation with staff and working with staff up front and through the process to come up with a really good, good new project. A good new site plan and fully utilizing the site and all the other reasons and to see businesses investing in Chanhassen is also a positive statement that's being made here and for that we're grateful and humbled and we appreciate the effort that's going forward on the part of the property owner and all involved so thank you to everyone that was involved from the staff, the applicant and the Planning Commission and others as well. Councilwoman Tjornhom: Maybe that big construction crane is making people think. Mayor Furlong: There you go. Councilwoman Tjornhom: Starting a trend. Mayor Furlong: We're open for business. Would somebody like to make a motion? Councilman McDonald: Sure I'll go ahead and do it. Mayor Furlong: Mr. McDonald. 23 Chanhassen City Council - May 9, 2011 Councilman McDonald: Chanhassen City Council approves a conditional use permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received March 21, 2011 for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 through 6. And then the second part of that would be the Chanhassen City Council approves a site plan for a 3,915 square foot one story convenience store, 1,503 square foot double car wash and a 32 foot by 74 foot 8 inch gas canopy, plans prepared by Rosa Architects dated received March 21, 2011 for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 through 4. And number 3, adopt the Findings of Fact and recommendations. Mayor Furlong: Thank you Mr. McDonald. Is there a second? Councilwoman Tjornhom: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Hearing none we' 11 proceed with the vote. Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approve the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions: L Building Official 24 Chanhassen City Council - May 9, 2011 a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. c. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. OR, Chanhassen City Council - May 9, 2011 f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. i. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 1. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. in. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet C 1 shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. r. The two existing one -inch copper water services must be abandoned at the watermain. s. Access control should be shown on the site plan. MnDOT right-of-way must be clearly labeled. The site plan should identify the B -corners, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28'h, 1991. Chanhassen City Council - May 9, 2011 t. The right should be shown as the north line of the triangle piece denoted Parcel 20913, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28`h, 1991. u. The MnDOT right-of-way line along the west property line must be clearly noted on the plan. v. The developer shall submit a plan showing construction limits and a proposed typical sidewalk pavement section. w. The plan should relocate the section of sidewalk that ties into the TH 5 sidewalk to a position that has the least impacts to the existing trees. The plan should also show the grading impacts and measures taken for tree protection. x. A Storm Water Permit is required by MnDOT. 5. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfm at 952-227-1151 for the exact location. b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. f. All signage shall comply with City Code and requires a separate sign permit application." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopt the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COUNCIL PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: 27 Affidavit of Publication CITY OF CHANHASSEN Southwest Newspapers CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING State of Minnesota) PLANNING CASE NO. 11-04 NOTICE IS HEREBY GIVEN )SS. that the Chanhassen Planning Com- missionCounty Carver will hold a public hearing ) on Tuesday, April 19, 2011, at 7.00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized is to consider a request for a Site agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- Plan Permit and Conditional Use lager and has full a of the facts herein stated as follows: knowledge Permit to redevelop the existing g g Chanhassen BP Convenience Store, Car Wash and Gas Pump/Canopy (A) These newspapers have complied with the requirements constituting qualification as a legal on property zoned Highway and newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Business Services (BH) and located amended. at 7905 Great Plains Boulevard. Ap- plicant: Khaled Aloul. (B) The printed public notice that is attached to this Affidavit and identified as No.9 L4 93 A plan showing the location of was published on the date or dates and in the newspaper stated in the attached Notice and said the proposal is available for public Notice is hereby incorporated as art of this Affidavit. Said notice was cut from the columns of review on the City's web site at y rPo p www.ci.chanhassen.mn.us/serv/ the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both plan/11-04.html or at City Hall inclusive, and is hereby acknowledged as being the kind and size of type used in the composition during regular business hours. All and publication of the Notice: interested persons are invited to at- tend this public hearing and express abcdefghijklmnopgrstuvwxyz their opinions with respect to this proposal. Angie Kairies, Planner I Email: akairies@ ci.chanhassen.mn.us Laurie A. Hartmann Phone: 952-227-1132 (Published in the Chanhassen Villager on Thursday, April 7,2011; No. 4493) Subscribed and sworn before me on this J_� day of 2011 of JYMME J. BARK C�,A/VW—C"ni, / '� NOTARY PUBLIC - MINNESOTA My Commission Expires 01/31/2013 No lic _nF .- RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED buidling Height Lowest Floor Elevation w/ parapet Top elevation of building BP 954.6 21.5 976.1 Valvoline 965 15 980 Elevation Change 10.41 3.9 buidling Height Lowest Floor Elevation w/o parapet Top elevation of building BP 954.6 18 972.6 Valvoline 965 15 980 Elevation Change 1 10.41 1 7.4 79oS Great Plains Blvd Highway and Business Services (BH) District V tl w /VO Neighboring Uses � 4 \\" , i ' � �� •' .aft •Conditional Use Permit for gas pumps and to permit multiple buildings on a single lot, 3ke Plan Approval for a 3,915 square foot retail budding, 2,503 square -foot double car wash, and a 3z -foot by 74 -foot 8 -inch canopy. i I - 4' 5/9/2011 1 5/9/2011 5/9/2011 Convenience Store Elevations (Building Signage) Fa4adeTransparency 'AOi'Ylf� l LDV F FVA'ip. - LG I CarWash, Canopy Elevations 222 - 21—`=; -..I 1 1 5/9/2011 Lighting/Signage '1111 -� •- !!� � IHIM -Screening provided by '-d—ping • ^-closure conztnrtted of s r iar bu.d" materlak -Truck circulation. utilize drive aisle around building ter. en: ee`rtaar - JK. t.'7he Chanhassen Plan—Commission recommendsthat Crty Council approve Conditional Use Permit for a convenience store wdh gas pumps and to permit n iple buildings on a single lot, plans prepared by Rosa Architectsdated received 3hthoss, for property zoned Highwayy and Business Services District (BH), located at 79oS Great Plains Boulevard subject to conddions i - 6.' 2. "The Chanhassen Planning Commission recommends that City Council approve a Site Plan for agtS sgwre-foot, one-storyconvenience store, t, 5o3 square -foot double <ar was , and a 3rfoot by 7p -foot 8 -inch gas canopy, plans prepared by Rosa Arc hrtectsdated received 312112011, for property zoned Highway and Business Services D.stre (BH) located at 7goS Great Palms Boulevard subject tc, conditions z -4.' And 3. 'Adoption of the attached fndmgs of fact and Re—nmeridation' J 5/9/2011 6 5/9/2011 5/9/2011 Looking North from Hwy 5 a Site Perspective along Hwy 5 (Eastbound) 5/9/2011 Looking North from intersection of Hwy S and Grc Traveii y ivui un on Great Plains Blvd. Looking East from W 79th Street . 5/9/2011 11 5/9/2011 12 CITE OF CHANNASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.2271160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us May 10, 2011 Khaled Aloul 231 East 105`h Street Bloomington, MN 55420 Re: BP Gas Station Conditional Use Permit and Site Plan Planning Case #2011-04 Dear Mr. Aloul: On May 9, 2011, the Chanhassen City Council adopted the following motion: A. "The Chanhassen City Council approves a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard." B. "The Chanhassen City Council approves the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions: Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Q3� Khaled Aloul BP Gas Station May 10, 2011 Page 2 L Building Official a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. c. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. Khaled Aloul BP Gas Station May 10, 2011 Page 3 e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. j. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. m. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet Cl shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. r. The two existing one -inch copper water services must be abandoned at the watermain. Khaled Aloul BP Gas Station May 10, 2011 Page 4 s. Access control should be shown on the site plan. MnDOT right-of-way must be clearly labeled. The site plan should identify the B -corners, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28`h, 1991. t. The right-of-way should be shown as the north line of the triangle piece denoted Parcel 20913, as shown in Minnesota Department of Transportation Right -of -Way Plat No. 10-4, dated January 28`h, 1991. u. The MnDOT right-of-way line along the west property line must be clearly noted on the plan. v. The developer shall submit a plan showing construction limits and a proposed typical sidewalk pavement section. w. The plan should relocate the section of sidewalk that ties into the TH 5 sidewalk to a position that has the least impacts to the existing trees. The plan should also show the grading impacts and measures taken for tree protection. x. A Storm Water Permit is required by MnDOT. 4. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. f. All signage shall comply with City Code and requires a separate sign permit application." and C. "Adoption of the findings of fact and recommendation." Khaled Aloul BP Gas Station May 10, 2011 Page 5 A Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. This amount is calculated at a rate of 110% of the actual value of the improvements (grading, erosion control, landscaping, etc.). If you have any questions or need additional information, please contact me at (952) 227-1132 or akairies ,ci.chanhassen.mn.us. Sincerely, Angie Kairies Planner I cc: Russ Rosa, Rosa Architectural Group, Inc. ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official gAplan\2011 planning casesA 1-04 by gas station site plan & cup\approval letter.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 101111 Application of Khaled Aloul for approval of a Conditional Use Permit and Site Plan, Planning Case #2011-04, for a convenience store with gas pumps and multiple buildings on a single lot, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard. On April 19, 2011, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Khaled Aloul for a conditional use permit and site plan approval for a convenience store with gas pumps and multiple buildings on a single lot, for property located at 7905 Great Plains Boulevard. The Planning Commission conducted a public hearing on the proposed Conditional Use Permit and Site Plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services (BH). 2. The property is guided as Commercial by the 2030 Land Use Plan. 3. The legal description of the property is described as shown in Exhibit A. 4. Conditional Use Findings: a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Finding: The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Approval of the conditional use allows the continuation and intensification of the existing use and enhances the appearance of the development. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. Finding: The proposed use is consistent with the city's comprehensive plan land use designation and complies with the district regulations and standards. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. SCANNED Finding: The proposed use is designed, constructed, operated and maintained to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The site is currently being used for a convenience store with gas pumps. The surrounding uses are automobile -related uses. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The proposed use and redevelopment of the gas station will not be hazardous or disturb existing or planned neighboring uses. Currently there are multiple buildings located on the subject site, a convenience store with gas pumps and an existing car wash. The subject site is located in the Highway and Business Services (BH) District which permits auto -related uses, including convenience stores with gas pumps. The surrounding properties include auto repair and service and a gas station across Great Plains Boulevard. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The proposed use is served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The use is adequately served by existing public facilities. Finding: The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The proposed use does not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. The use is compatible with the surrounding uses. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: The proposed use has adequate vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. 4 Finding: The proposed use does not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. Finding: The proposed use is aesthetically compatible with the area. The proposed redevelopment of the site should enhance the appearance of this corner. k. Will not depreciate surrounding property values. Finding: The proposed use will not depreciate surrounding property values, but shall enhance the surrounding properties. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The proposed use meets standards prescribed for certain uses as provided in the CUP standards. The development complies with the BH district regulations and the design standards for Commercial, Industrial and Office Institutional development. 5. In evaluating a Site Plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is consistent with the elements and objectives of the city's development guides and the comprehensive plan. The proposed development enhances the commercial use, provides an important commercial service, is located in the commercial core of the community and utilizes the existing infrastructure. b. The proposed development is consistent with the site plan review requirements; Finding: The proposed development is consistent with the site plan review requirements as outlined in the City Code. c. The proposed development preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Finding: The subject site is currently developed with a convenience store, gas pumps with gas canopy and a car wash. The proposed development will be designed to keep with the general appearance of the area; additional landscaping and a retention pond are proposed as part of the site plan. d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; 3 Finding: The relationship of the proposed buildings and open space is harmonious with the natural features and existing structures on the site. The applicant worked diligently to design the site around the existing location of the car wash, gas pumps and gas canopy and the requirements of the City Code. The proposed building has a better orientation the surrounding public spaces. e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; Finding: The proposed development maintains a sense of order. The drive aisle and vehicle stacking area for the car wash is located around the convenience store and will not interfere with customer parking or access to the gas pumps. 2) The amount and location of open space and landscaping; Finding: The proposed development incorporates landscaping and a retention pond and complies with the 65% site coverage as required in the BH zoning district. 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and Finding: The materials, textures, colors and details of construction are an expression of the design concept. The architecture is repeated throughout the site, the materials and elements are incorporated in each structure. 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The functionality of the vehicular and pedestrian circulation will not interfere with one another. The vehicle stacking for the car wash is located around the convenience store. The applicant is adding a sidewalk connection from the trail along Hwy 5 to the convenience store. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of significant views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed site plan is consistent with all plans and specifications and development design standards for the BH District. 4 RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan, Planning Case #2011-04, for a convenience store with gas pumps and multiple buildings on a single lot, property located at 7805 Great Plains Boulevard, on property zoned Highway and Business Services (BH) District. ADOPTED by the Chanhassen Planning Commission this 19'' day of April, 2011. CHANHASSE COMMISSION BY: Its Chairman EXHIBIT A Survey Metes and Bounds Description: A survey of that part of Northwest quarter of the Northeast quarter, Section 13, Township 116 North, Range 19 West, of the 5`h Principal Meridian, City of Chanhassen, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said quarter; thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said quarter to a point of the Easterly right-of-way line of State Trunk Highway 101, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point of the Northerly right-of-way line of State Trunk Highway No. 5; thence South 59 degrees, 02 minutes 31 seconds 354.52 feet along the Northerly right-of-way line of State Trunk Highway No. 5 to the Easterly corner of Parcel 209B of the Minnesota Department of Transportation right-of-way Plat No. 10-4; thence South 89 degrees 50 minutes 18 seconds West 34.38 feet along the Northerly line of Parcel 209B to the Westerly corner of said Parcel 209B; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to a point of the Easterly right-of-way line of State Trunk Highway No. 101; thence North 00 degrees 11 minutes 00 seconds East 163.84 feet along the Easterly right-of-way line of State Trunk Highway No. 101 to the point of beginning, containing 49,414.5 square feet, or 1.134 acres. R CITY OF CHANHASSEN PC DATE: 4/19/11 CC DATE: 5/9/11 REVIEW DEADLINE: 5/20/2011 CASE #: 11-04 BY: AF, AK, TJ, JM, ML PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 — 6." And 61! C_ "The Chanhassen Planning Commission recommends that City Council approve a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 — 4. SUMMARY OF REQUEST: The developer is requesting Site Plan Approval for a 3,915 square -foot retail building, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy; and a Conditional Use Permit for gas pumps and to permit multiple buildings on a single lot for the redevelopment of property located at 7905 Great Plains Boulevard. LOCATION: 7905 Great Plains Boulevard (See Exhibit A) APPLICANT: Russ Rosa Khaled Aloul Rosa Architectural Group, Inc. 231 East 105`h Street 1084 Sterling Street Bloomington, MN 55420 St. Paul, MN 55119 651-343-4995 651-739-7988 khalaloul@gmail.com PRESENT ZONING: Highway and Business Services District (BH) 2030 LAND USE PLAN: Commercial ACREAGE: 1.1344 Acres (49,414.5 square feet) DENSITY: F.A.R.0.11 scuANtlEO BP Gas Station Planning Case 11-04 April 19, 2011 Page 2 of 22 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. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting conditional use permit and site plan approval to redevelop the Chanhassen BP Gas Station site. The existing development consists of a 1,030 square -foot retail building, one car wash and six gas pumps. The request is for a 3,915 square -foot, one-story convenience store, 1,503 square —foot double car wash, a 32 -foot by 74 -foot 8 -inch gas canopy and six gas pumps. BP Gas Station Planning Case 11-04 April 19, 2011 Page 3 of 22 To the north of the subject site is the self -serve car wash and Valvoline. To the south of the site is Highway 5. To the east of the site is Master Collision and Brown's Tire and Auto, and located to the west of the site is Great Plains Boulevard and Holiday Gas Station. Water and sewer services are available to the site. Access to the parcels is gained via Great Plains Boulevard. Staff is recommending approval of the site plan and conditional use permit, subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 20, Article II, Division 2, Conditional Use Permits Sec. 20-232. General issuance standards. Sec. 20-290. Convenience stores with gas pumps. Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XVII, Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development BACKGROUND On May 29, 2001, the City Council approved a Site Plan and Conditional Use Permit with a variance for Holiday Station, located west of the subject site, across Great Plains Boulevard. This approval allowed a 213 -foot separation from the nearest gas pump at Amoco, currently BP. On January 22, 1990, the Chanhassen City Council approved ordinance #116 making convenience stores with gas pumps a conditional use in the BH district and amending section 20-290 adding the following: (6) Gas pumps and/or storage tank vent pipes shall not be located within one hundred (100) feet of any parcel zoned or guided for residential use. (7) A minimum separation of two hundred fifty (250) feet is required between the nearest gas pumps of individual parcels for which a conditional use permit is being requested. BP Gas Station Planning Case 11-04 April 19, 2011 Page 4 of 22 On January 23, 1988 the Chanhassen City Council approved site plan 88-11, to redevelop the site to permit a 1,030 square -foot convenience store, 30 -foot by 101 -foot gas canopy, six gas pumps and a single -bay automatic car wash. Gas I { canopy I I ` s I I CEA Gas —� P4unps a'jpp li it r� Prior to 1988 the site contained an Amoco Standard Station and automatic car wash. CONDITIONAL USE PERMIT In 1988, when the Amoco site plan was approved, a Conditional Use Permit (CUP) was not required for convenience stores with gas pumps. This requirement was adopted in 1990, therefore, the subject site does not have an existing CUP for the gas pumps and is legal nonconforming. Since the applicant is requesting site plan approval to redevelop the site, the current standards and requirements of the City Code must be enforced, including requiring a CUP for the gas pumps. The subject site is in compliance with the CUP standards as outlined in Section 20-290 Convenience stores with gas pumps criteria: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. Gas pump stacking area deemed to be appropriate by the city shall not intrude into any required setback area. The proposed site plan complies with this condition. 5. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 6. Facilities for the collection of waste oil must be provided. BP Gas Station Planning Case 11-04 April 19, 2011 Page 5 of 22 7. Gas pumps and/or storage tank vent pipes shall not be located within 100 feet of any parcel zoned or guided for residential use. The proposed site plan complies with this condition. 8. A minimum separation of 250 feet is required between the nearest gas pumps on separate parcels. Variance granted in 2001. In 2001, the Holiday Station, located west of the subject site across Great Plains Boulevard, received site plan approval and a variance to permit a 213 -foot separation from its pump to the nearest gas pump at Amoco, currently BP. The proposed site plan will maintain the 213 -foot separation, being that the nearest gas pump will remain in the same location. Staff recommends approval of the conditional use permit. GENERAL SITE PLAN/ARCHITECTURE The applicant is requesting site plan approval for a 3,915 square -foot one-story convenience store, a 1,503 square -foot double car wash, a 32 -foot by 74 -foot 8 -inch gas canopy and six gas pumps. Convenience stores and car washes are permitted uses and gas pumps are a Conditional Use in the BH district. The applicant is proposing to redevelop the BP gas station site by: • Removing the existing convenience store which currently sits under the gas canopy, • Relocating two gas pumps under the canopy where the building was located, • Constructing a larger convenience store to the east side of the site, and • Adding a second car wash bay and mechanical storage building. Existing Conditions t� QHS INS •.. • Mw�__&M 0 0 a Rr•• • BP Gas Station Planning Case 11-04 April 19, 2011 Page 6 of 22 In 1988, the car wash was viewed as an accessory use to the convenience store; however, both a car wash and a convenience store are permitted uses within the BH district. This means that each use could be located separately on a single lot and are considered to be principal structures. City Code Sec. 20-903 permits groupings of building only with approval of a CUP. Again, since the applicant is requesting site plan approval, the current standards and requirements of the City Code must be enforced. The site is accessed off of Great Plains Boulevard. The location of the gas canopy will remain; however, the size of the canopy will be reduced. The drive aisle between the canopy and the edge of the bituminous on the south property line is 14 feet and does not comply with the 26 -foot drive aisle required by city code. Being that the width is an existing nonconformity and will not change; the nonconforming width can remain as outlined in Section 20-72. (a) Nonconforming uses and structures: Any nonconformity, including the lawful use or occupation of land or premises existing at the time of the adoption of an additional control under this chapter may be continued, including through repair, replacement, restoration, maintenance or improvement, but not including expansion. The convenience store will be relocated to the east and surrounded by the drive aisle/stacking lane for the car wash. The trash enclosure will also be located on the east side of the site. There is a sidewalk and patio area proposed on the west and south side of the convenience store for patrons. The existing car wash will remain, with a second wash bay attached to the south side of the structure. The mechanical storage building will be located on the north side of the existing wash bay. The storage building is located in an easement and will require an encroachment agreement from the city. The applicant is also proposing a sidewalk connection form the trail along Highway 5 to the site near the convenience store. This will require a permit from MnDOT to work within the right-of- way. ARCHITECTURAL COMPLIANCE Size Portion Placement The City Code promotes the location of the building nearest to the setback lines as outlined in the district regulations. This site is unique in the fact that it has frontage on both Highway 5 and Great Plains Boulevard. The applicant worked within the constraints of existing structures on the site (gas pumps, canopy, and car wash) and the city code requirements to redevelop the convenience store. The minimum setback in the BH district is 25 feet from the front property line. The convenience store is proposed to be set back 25 feet from the south property line along Highway 5 and to the east side of the property. The car wash and gas canopy are located approximately 60 feet from the west property line along Great Plains Boulevard. BP Gas Station Planning Case 11-04 April 19, 2011 Page 7 of 22 The trash enclosure and drive aisle/vehicle stacking for the car wash surrounds the convenience store. a DRIVE LANE 4-- .• NIEW 1 I AR WASW IIF 14 IF- y.� 3 4 PROPOSED SITE PLAN I • / The proposed 3,915 square -foot convenience store is a single -story building. The main entrances into the building are located on the west elevation. The entrances are surrounded by windows and lined with fabric awnings across the top of the windows. The southwest corner of the building is further accentuated with a 3'/2 -foot parapet with cornice. PROP09ED BUILDING ELEVATION - WEF There is a second patron entrance located on the south elevation of the building to access the patio and the proposed sidewalk connection to the trail along Highway 5. The entrance is also BP Gas Station Planning Case 11-04 April 19, 2011 Page 8 of 22 surrounded by windows, fabric awnings and a parapet with cornice to accentuate the southwest corner of the building. PROPOSED BUILDING ELEVATION - SOUTH The east elevation of the building is located adjacent to the Brown's Tire and Auto and Master Collision auto body properties, which is located at a higher elevation than the convenience store. This elevation contains a service door and one window with a fabric awning on top. This elevation is the "back" of the building; however, it will be visible from westbound traffic traveling on Highway 5. Therefore, the fenestration shall be increased to meet code requirements for elevations viewed by the public. This issue will be discussed in greater detail later in the report. f'ROP05ED BUILDINCs ELEVATION - EAST The north elevation of the proposed building is adjacent to the Valvoline Instant Oil building, which is also situated at a higher elevation and will have minimal view by the public. The applicant is proposing architectural detailing with columns and vaned materials, to accentuate this elevation, as well as additional landscaping between the property line and the drive aisle and drive aisle and the building. BP Gas Station Planning Case 11-04 April 19, 2011 Page 9 of 22 PROPOSED BUILDING ELEVATION - NORTN Building Articulation The articulation of the building steps back twice along the south elevation. The building steps back six feet from the southwest corner of the building and then back an additional 11 feet toward the southeast side of the elevation. Along the west elevation, the building steps back 1-2 feet from the southwest corner. In addition, the building articulation incorporates columns of cultured stone. Articulation is further enhanced through the use of storefront windows, awnings and parapet wall with cornice. Color and Material There is a combination of materials including brick, block, and EFIS incorporated into the design to provide visual interest to the building. The west and south elevations of the building (front) are primarily constructed of storefront windows bordered with aluminum frames and muted tan, limestone and wine colored cultured stone columns. Above the windows is an accent fabric awning. Above the awnings is a medium tan EFIS accent band. The parapet and cornice are light beige and darker tan EFIS topped with a prefinished medium tan metal cap. The east and north elevations are primarily constructed buff tan brick masonry and with a limestone rock facem at the base. The elevations are accented with cultured stone columns and continue the medium tan EFIS accent band and the light beige and darker tan EFIS parapet and cornice topped with a medium tan prefinished metal cap. Height and Roof Design The single -story building is 18 feet in height to the roof. The roof articulation is provided through a 3'/2 -foot parapet wall at the southwest corner of the building and stretches approximately 35 feet along the west and south elevations of the building. City code requires that each building contain one or more pitched elements, such as a pitched roof, awnings or entrances. There is an accent fabric awning located above the storefront windows and doors of the south, west and east elevations. Additionally, the parapet with cornice provides vertical detail to the building. BP Gas Station Planning Case 11-04 April 19, 2011 Page 10 of 22 The mechanical equipment is located in the center of the roof and is screened through the use of the parapet wall surrounding the building. The roof top equipment will be adequately screened from view. PROPOSED BUILDIW3 ELEVATION - EAST Facade Transparency City code requires that 50 percent of the first floor elevation that is viewed by the public shall include transparent windows and/or doors. The south and west elevations of the building exceed this requirement. Being that the east elevation will be visible to traffic traveling westbound, it must incorporate fagade fenestration. The picture to the right is a view of the site from the westbound lane on Highway 5. Currently, there are mature evergreen trees screening the existing building; however, these evergreens are to be removed and are in the location of the proposed drive aisle/vehicle stacking area for the car wash. The applicant is proposing additional landscaping; however, the Autumn Spire Red Maples proposed near the building are overstory trees and the east elevation of the building will still be visible. Additionally, the proposed pond will preclude landscaping in the areas of the building that will be visible to the public. BP Gas Station Planning Case 11-04 April 19, 2011 Page 11 of 22 City code, Section 20-1068 Fagade transparency, does allow for reduced transparency standards for uses within buildings that do not readily allow windows, such as storage areas. The interior uses adjacent to this elevation are storage and restrooms. The fenestration requirement in these areas can be achieved through the use of upper level windows, spandrel glass, and glass blocks or increased architectural detailing. The applicant has shown one window and service door on the east elevation; however, based on a site visit it is staffs opinion that the fenestration on the east elevation should be increased. Staff is recommending the fenestration on the east elevation be added to the sections labeled A and B in the schematic below. PROP05ED BUILDING ELEVATION - EAST The north elevation faces the drive aisle/vehicle stacking for the parking lot and abuts Valvoline Instant Oil. There is a 10 -foot rise from the subject site up to the Valvoline Instant Oil property. The applicant has included architectural detailing, including columns and changing of materials as well as providing landscaping between the drive aisle and the building. PROPOSED BUILDING ELEVATION - NORTH BP Gas Station Planning Case 11-04 April 19, 2011 Page 12 of 22 The applicant is proposing to reconstruct the existing car wash in the same location and add a second car wash bay and a mechanical storage building on the north side of the car wash. The proposed car wash is 13'4" in height and 1,503 square feet. The car wash will be constructed using the same materials as the convenience store. The only signage on the car wash will be directional entrance and exit signs above the car wash doors. PROPOSED CAR WASH ELEVATION The applicant is proposing to reconstruct a gas canopy over the six gas pumps. The current canopy is 30 feet by 101 feet. The applicant is proposing a 32 -foot by 74 -foot 8 -inch gas canopy. The proposed canopy is 16 feet 6 inches in height. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. PROPOSED CAR WASH ELEVATION The applicant has shown a projecting neon stripe and the BP logo on the canopy. Signage is not permitted on the canopy. The canopy may contain only a one-dimensional stripe. No other signage, including the logo, is permitted on the canopy. LIGHTING/SIGNAGE Lighting City code requires that the applicant provide site lighting for the parking lot area to provide adequate levels of safety. Site lighting may be provided via 30 -foot tall light poles/fixtures. All fixtures must be shielded, high-pressure sodium or Light -Emitting Diode (LED) with a total cutoff angle equal to or less than 90 degrees. Wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees and shall not be directed skyward. To minimize off-site impact, light levels shall not exceed one-half foot candle at the property line. It appears that the proposed lighting complies with city code. CM1-FNs-XK external house side shield EPA _ 0.57 ft' BP Gas Station Planning Case 11-04 April 19, 2011 Page 13 of 22 The proposed lighting on the building is wall sconces and the lighting throughout the parking lot is external house side shield light posts. The applicant submitted photometric calculations for the site, and the lighting for the common vehicular access is sufficient and complies with City Code. The lighting within the canopy shall be recessed. No external lighting on the canopy is permitted. Signage The applicant is proposing wall signage on the west and south elevation of the building located above the awnings on the parapet wall. There is currently a 64 square -foot, 16 -foot tall pylon sign located on the corner of Highway 5 and Great Plains Boulevard. The sign does not comply with the required 10 -foot setback; however, it is nonconforming and may be continued. The applicant is proposing to continue the use of the pylon sign. As part of the reconstruction of the gas canopy, the applicant is proposing to continue the green stripe and the BP logo on the canopy. It was believed that the stripe and logo were legal nonconforming and could be replaced. However, upon researching the previous 1988 site plan for the Amoco gas station and the conditions of approval; Condition #6 states: The gas canopy shall not be permitted any signage including the Amoco stripe name. This prohibition is consistent with the current sign ordinance. Therefore, the canopy may contain a one-dimensional stripe, not a projecting neon stripe, and may not contain the logo or any other signage on the canopy. All signage shall comply with city code and requires a separate sign permit application. Site Furnishing The applicant is proposing a patio area with tables on the south side of the building adjacent to the interior customer area containing beverages and hot food. The site also contains landscaping throughout the site and around the building. Loading Areas, Refuse Area, etc. The loading zone for the convenience store can be accommodated through the service door located on the east elevation. There is a sidewalk connection from the drive aisle to the door. BP Gas Station Planning Case 11-04 April 19, 2011 Page 14 of 22 The proposed location of the free-standing trash enclosure is also on the east side of the building and drive aisle/vehicular stacking area. The trash enclosure is 8 feet tall, 12 feet wide by 8 feet deep, and contains one dumpster. The enclosure will be constructed of Rock Face Masonry at the base, Brick Masonry sides and a precast cap. The doors of the enclosure will be constructed of a Medium Tan synthetic decking material attached to metal frame with a metal latch and brackets. The enclosure will be consistent in color with the building. Lot Frontage and Parking Location Frontage The subject site fronts on Highway 5 and Great Plains Boulevard. This site has street frontage on both Highway 5 and Great Plains Boulevard. The site is unique in the fact that it is being redeveloped and the gas pumps, canopy and car wash are to remain. The minimum setback in the BH district is 25 feet from the front property line. The convenience store is proposed to be set back 25 feet from the south property line along Highway 5 and located on the east side of the property. The car wash and gas canopy are located approximately 60 feet from the west property line along Great Plains Boulevard. The edge of the proposed parking lot is set back 10 feet from the property line and shall incorporate an approved landscape buffer. City approval of the shrub species and planting spacing is required before installation. Parking There are 20 stalls required for the site, one space per 200 square feet of the retail building. There are a total of 23 parking stalls proposed on the site; 11 parking stalls along the south and west property lines and in front of the convenience store and 12 spaces at the gas pumps. The parking space located farthest from the entrance of the convenience store (space labeled 6 on the site plan) is shown as handicap accessible. Minnesota State Building Code states the accessible parking space must be located "on the shortest accessible route of travel' (MSBC 1341.1106.6) to an accessible U 'ld' cc;h U mg endin trance. Sta is recommeng t e space labeled 10 or 11 with adjacent 8 -foot access aisle be designated as handicapped accessible. BP Gas Station Planning Case 11-04 April 19, 2011 Page 15 of 22 ACCESS The existing driveway at Great Plains Boulevard will be used to access the new convenience store. The main drive aisle to the convenience store will be on the north side of the gas pump canopy. This site plan must be adjusted so that the main drive aisle is at least 26 feet wide, which is the minimum width required by city code for two-way traffic. The area under the canopy cannot be included in the drive aisle width. The drive aisle on the south side of the gas pump canopy is 14 feet wide. This drive aisle width does not meet the city code minimum requirement for one-way traffic; however, since it is an existing condition it is grandfathered in. A 13 -foot wide, one-way drive aisle is proposed on the site to access the trash enclosure and to provide access and queuing for car wash bays. The drive aisle is not wide enough to allow for a vehicle to bypass the car wash line in the event that the wait time is too long for a patron. Staff has raised this issue with the owner. The applicant is proposing to add a sidewalk connection from the trail along Highway 5 to the site near the proposed patio and south entrance to the building. All sidewalk connections shall meet ADA requirements and incorporate pedestrian ramps. LANDSCAPING Minimum requirements for landscaping include 1,984 square feet of landscaped area around the parking lot, 7 trees for the parking lot, and bufferyard plantings along Highway 5, Great Plains Boulevard and north property line. The proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant does not meet specific minimum requirements for bufferyard plantings, but does meet the intent of the requirements. For the highway bufferyard, the applicant is using more overstory trees than required and is planting 17 trees total compared to the 16 required. However, staff recommends that the tree requirements along Great Plains Boulevard be met by Required Proposed Vehicular use landscape area 1,984 square feet >1,984 square feet —Trees/landscape area 7 canopy trees 7 canopy trees Highway 5 5 canopy trees 8 canopy bufferyard B — 280' 11 understory trees 9 understory 16 shrubs 21 shrubs Great Plains Boulevard. 2 canopy trees 4 canopy bufferyard B — 80' 3 understory trees 0 understory 4 shrubs 4 shrubs North property line 2 canopy tree 6 canopy trees bufferyard A — 290' 4 understory trees 10 understory 4 shrubs 1 0 shrubs The applicant does not meet specific minimum requirements for bufferyard plantings, but does meet the intent of the requirements. For the highway bufferyard, the applicant is using more overstory trees than required and is planting 17 trees total compared to the 16 required. However, staff recommends that the tree requirements along Great Plains Boulevard be met by BP Gas Station Planning Case 11-04 April 19, 2011 Page 16 of 22 increasing the number of understory trees. The applicant can shift quantities on site and meet the minimum requirements for each bufferyard. GRADING/DRAINAGE The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. This revision may require a short retaining wall. If a retaining wall is to be installed at this location, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. The site improvements require up to one foot of cut over the existing sanitary sewer on the north side of the site. Based on the as -built information available, there is more than 10 feet of cover over the sanitary sewer; therefore, there will still be adequate cover over the pipe. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. Wetlands There are no wetlands located within the subject site. Lakes The proposed project does not lie within 1,000 feet of the ordinary high water level (OHW) of any public waters; therefore, it is not within a shoreland district. Drainage and Erosion and Sediment Control The plans show a new 24 -inch diameter private storm sewer between the proposed filtration basin and the existing 12 -inch diameter private storm sewer. The storm sewer design model indicates that the 10 -year discharge rate from the filtration basin will not exceed the existing rates and will only slightly exceed the 100 -year storm event. Measures must be taken to protect the filtration feature from sediment deposition and compaction resulting from the operation of heavy equipment in this area. These measures need to be indicated on the plan set. The applicant is strongly encouraged to plant the basin with plugs to ensure establishment of deep-rooted vegetation and for aesthetics. The MPCA Plants for Stormwater Design is recommended for selecting planting materials appropriate for anticipated conditions. Because this is an alternative stormwater Best Management Practices (BMPs) and will be privately owned and maintained, an operations and maintenance manual will need to be created and provided to the city for review and approval. BP Gas Station Planning Case 11-04 April 19, 2011 Page 17 of 22 City standard detail plate 5300 shall be used to show silt fence installation. Preassembled is not appropriate for the anticipated conditions; machine sliced or more protective should be used. This should be used as shown for perimeter control as well as to protect the filtration basin. No rock construction entrance will be required because of the remaining asphalt entrance. However, a note shall be included on the plan indicating that the contractor will be required to remove tracking from Great Plains Boulevard as needed. Proposed grading limits will be less than the 1.0 acre disturbance threshold at which an NPDES permit is required. In the event that the disturbance exceeds that threshold, the owner and their contractor must apply for an NPDES permit as soon as it is known that the site will exceed one acre of disturbance. UTILITIES The site is currently served by two one -inch diameter water services. These water services will be abandoned. A new six-inch diameter private water service is proposed to be installed to serve the convenience store and the car wash bays. The service will extend from the existing 10 -inch watermain within Great Plains Boulevard. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service connection. The new water service connection requires cutting into Great Plains Boulevard. A $7,600 cash escrow must be submitted to ensure that the street is properly patched. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. The six-inch private watermain north of the building must be a minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. The existing sanitary sewer service to the site extends from the 10 -inch trunk sanitary sewer on the north side of the site. Sewer service to the convenience store will extend from the existing service. City water and sanitary sewer hook-up fees and the Metropolitan Council Sewer Access Charge (SAC) fee will be due with the building permit. The fees will be based on the additional SAC units resulting from the convenience store construction and the car wash expansion. The SAC units are determined by the Metropolitan Council. The current fees are $5,393/SAC unit for City water, $2,026/SAC unit for City sewer and $2,175/SAC unit for the Metropolitan Council SAC fee. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. BP Gas Station Planning Case 11-04 April 19, 2011 Page 18 of 22 MISCELLENOUS The building is in excess of 2,000 square feet and is required to have an automatic fire extinguishing system. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. A separate demolition permit will be required if demolition is intended prior to building permit issuance. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Lot Ordinance Requirements Subject Site Area 20,000 square feet 49,414.5 square feet Frontage 100' S: 455.72' W: 163.84' Depth 150' approx: 335.35' Lot Coverage 65% 65% Building Height Ordinance Requirements Subject Site Principal two-story one-story: 21'6" Accessory one-story one-story: 13'4" Gas Canopy one-story one-story: 166" Building Setbacks Ordinance Requirements Subject Site West Front yard 25' 62' Car wash54' Gas Canopy South Front yard 25' 25' Convenience Store 40' Gas Canopy Side yard 10' 26' Convenience Store 15' Car wash storage building Parking Requirements Ordinance Requirements Subject Site Stalls 1:200 (Retail) Convenience Store 3,915square feet /200 = 20 stalls 11 + 12 at pumps= 23 South Front yard 10'w/ screening, 25' without 10' with Screening RECOMMENDATION Staff recommends that the Planning Commission adopt the following motions and adoption of the attached findings of fact and recommendation: A. "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions: BP Gas Station Planning Case 11-04 April 19, 2011 Page 19 of 22 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard." and B. "The Chanhassen Planning Commission recommends that City Council approve the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions: 1. Building Official a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. BP Gas Station Planning Case 11-04 April 19, 2011 Page 20 of 22 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. c. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. i. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. j. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 1. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. BP Gas Station Planning Case 11-04 April 19, 2011 Page 21 of 22 in. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet C 1 shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. 4. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. f. All signage shall comply with City Code and requires a separate sign permit application." ATTACHMENTS 1. Exhibit A: Legal Description. 2. Findings of Fact and Recommendation. 3. Development Review Application. 4. Reduced Copy Existing Conditions Dated Received 3/21/2011. 5. Reduced Copy Grading Plan. 6. Reduced Copy Utility Plan. 7. Reduced Copy Landscape Plan & Details. 8. Reduced Copy Site Plan. 9. Reduced Copy Floor Plan. BP Gas Station Planning Case 11-04 April 19, 2011 Page 22 of 22 10. Reduced Copy Site Lighting Plan. 11. Reduced Copies Building Elevations (colored). 12. SPR 88-11 Conditions of Approval. 13. Public Hearing Notice and Mailing List. g:�plan\201 I planning cases\I 1-04 by gas station site plan & cup\staff repomdoc CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 4/19/11 CC DATE: 5/9/11 REVIEW DEADLINE: 5/20/2011 CASE #: 11-04 BY: AF, AK, TJ, JM, ML "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 — 6." And "The Chanhassen Planning Commission recommends that City Council approve a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 — 4. SUMMARY OF REQUEST: The developer is requesting Site Plan Approval for a 3,915 square -foot retail building, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy; and a Conditional Use Permit for gas pumps and to permit multiple buildings on a single lot for the redevelopment of property located at 7905 Great Plains Boulevard. LOCATION: APPLICANT: 7905 Great Plains Boulevard (See Exhibit A) Russ Rosa Rosa Architectural Group, Inc 1084 Sterling Street St. Paul, MN 55119 651-739-7988 Khaled Aloul 231 East 105`h Street Bloomington, MN 55420 651-343-4995 khalaloul@gmail.com PRESENT ZONING: Highway and Business Services District (BH) 2030 LAND USE PLAN: Commercial ACREAGE: 1.1344 Acres (49,414.5 square feet) DENSITY: F.A.R. 0.11 BP Gas Station Planning Case 11-04 April 19, 2011 Page 2 of 22 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. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting conditional use permit and site plan approval to redevelop the Chanhassen BP Gas Station site. The existing development consists of a 1,030 square -foot retail building, one car wash and six gas pumps. The request is for a 3,915 square -foot, one-story convenience store, 1,503 square —foot double car wash, a 32 -foot by 74 -foot 8 -inch gas canopy and six gas pumps. BP Gas Station Planning Case 11-04 April 19, 2011 Page 3 of 22 To the north of the subject site is the self -serve car wash and Valvoline. To the south of the site is Highway 5. To the east of the site is Master Collision and Brown's Tire and Auto, and located to the west of the site is Great Plains Boulevard and Holiday Gas Station. Water and sewer services are available to the site. Access to the parcels is gained via Great Plains Boulevard. Staff is recommending approval of the site plan and conditional use permit, subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 20, Article II, Division 2, Conditional Use Permits Sec. 20-232. General issuance standards. Sec. 20-290. Convenience stores with gas pumps. Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XVII, Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development BACKGROUND On May 29, 2001, the City Council approved a Site Plan and Conditional Use Permit with a variance for Holiday Station, located west of the subject site, across Great Plains Boulevard. This approval allowed a 213 -foot separation from the nearest gas pump at Amoco, currently BP. On January 22, 1990, the Chanhassen City Council approved ordinance #116 making convenience stores with gas pumps a conditional use in the BH district and amending section 20-290 adding the following: (6) Gas pumps and/or storage tank vent pipes shall not be located within one hundred (100) feet of any parcel zoned or guided for residential use. (7) A minimum separation of two hundred fifty (250) feet is required between the nearest gas pumps of individual parcels for which a conditional use permit is being requested. BP Gas Station Planning Case 11-04 April 19, 2011 Page 4 of 22 On January 23, 1988 the Chanhassen City Council approved site plan 88-11, to redevelop the site to permit a 1,030 square -foot convenience store, 30 -foot by 101 -foot gas canopy, six gas pumps and a single -bay automatic car wash. Cr Wash 1 1 1 � 1 i I l O� GIs Pumps 00 10 �r r �r / r Prior to 1988 the site contained an Amoco Standard Station and automatic car wash. CONDITIONAL USE PERMIT In 1988, when the Amoco site plan was approved, a Conditional Use Permit (CUP) was not required for convenience stores with gas pumps. This requirement was adopted in 1990, therefore, the subject site does not have an existing CUP for the gas pumps and is legal nonconforming. Since the applicant is requesting site plan approval to redevelop the site, the current standards and requirements of the City Code must be enforced, including requiring a CUP for the gas pumps. The subject site is in compliance with the CUP standards as outlined in Section 20-290 Convenience stores with gas pumps criteria: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. Gas pump stacking area deemed to be appropriate by the city shall not intrude into any required setback area. The proposed site plan complies with this condition. 5. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 6. Facilities for the collection of waste oil must be provided. BP Gas Station Planning Case 11-04 April 19, 2011 Page 5 of 22 7. Gas pumps and/or storage tank vent pipes shall not be located within 100 feet of any parcel zoned or guided for residential use. The proposed site plan complies with this condition. 8. A minimum separation of 250 feet is required between the nearest gas pumps on separate parcels. Variance granted in 2001. In 2001, the Holiday Station, located west of the subject site across Great Plains Boulevard, received site plan approval and a variance to permit a 213 -foot separation from its pump to the nearest gas pump at Amoco, currently BP. The proposed site plan will maintain the 213 -foot separation, being that the nearest gas pump will remain in the same location. Ilky i T y z t Staff recommends approval of the conditional use permit. GENERAL SITE PLAN/ARCHITECTURE The applicant is requesting site plan approval for a 3,915 square -foot one-story convenience store, a 1,503 square -foot double car wash, a 32 -foot by 74 -foot 8 -inch gas canopy and six gas pumps. Convenience stores and car washes are permitted uses and gas pumps are a Conditional Use in the BH district. The applicant is proposing to redevelop the BP gas station site by: • Removing the existing convenience store which currently sits under the gas canopy, • Relocating two gas pumps under the canopy where the building was located, • Constructing a larger convenience store to the east side of the site, and • Adding a second car wash bay and mechanical storage building. /i /i Existing / Conditions BP Gas Station Planning Case 11-04 April 19, 2011 Page 6 of 22 In 1988, the car wash was viewed as an accessory use to the convenience store; however, both a car wash and a convenience store are permitted uses within the BH district. This means that each use could be located separately on a single lot and are considered to be principal structures. City Code Sec. 20-903 permits groupings of building only with approval of a CUP. Again, since the applicant is requesting site plan approval, the current standards and requirements of the City Code must be enforced. The site is accessed off of Great Plains Boulevard. The location of the gas canopy will remain; however, the size of the canopy will be reduced. The drive aisle between the canopy and the edge of the bituminous on the south property line is 14 feet and does not comply with the 26 -foot drive aisle required by city code. Being that the width is an existing nonconformity and will not change; the nonconforming width can remain as outlined in Section 20-72. (a) Nonconforming uses and structures: Any nonconformity, including the lawful use or occupation of land or premises existing at the time of the adoption of an additional control under this chapter may be continued, including through repair, replacement, restoration, maintenance or improvement, but not including expansion. The convenience store will be relocated to the east and surrounded by the drive aisle/stacking lane for the car wash. The trash enclosure will also be located on the east side of the site. There is a sidewalk and patio area proposed on the west and south side of the convenience store for patrons. The existing car wash will remain, with a second wash bay attached to the south side of the structure. The mechanical storage building will be located on the north side of the existing wash bay. The storage building is located in an easement and will require an encroachment agreement from the city. The applicant is also proposing a sidewalk connection form the trail along Highway 5 to the site near the convenience store. This will require a permit from MnDOT to work within the right-of- way. ARCHITECTURAL COMPLIANCE Size Portion Placement The City Code promotes the location of the building nearest to the setback lines as outlined in the district regulations. This site is unique in the fact that it has frontage on both Highway 5 and Great Plains Boulevard. The applicant worked within the constraints of existing structures on the site (gas pumps, canopy, and car wash) and the city code requirements to redevelop the convenience store. The minimum setback in the BH district is 25 feet from the front property line. The convenience store is proposed to be set back 25 feet from the south property line along Highway 5 and to the east side of the property. The car wash and gas canopy are located approximately 60 feet from the west property line along Great Plains Boulevard. BP Gas Station Planning Case 11-04 April 19, 2011 Page 7 of 22 The trash enclosure and drive aisle/vehicle stacking for the car wash surrounds the convenience store. i a i a � + I 4+— DRIVE LANE 4-- " I I CCAR WASH �— CUT K I � I s / - - 5 1 aVP / 6 l r PROPOSED 511E PLAN The proposed 3,915 square -foot convenience store is a single -story building. The main entrances into the building are located on the west elevation. The entrances are surrounded by windows and lined with fabric awnings across the top of the windows. The southwest corner of the building is further accentuated with a 3% -foot parapet with cornice. PFaO POSED BUILDING ELEVATION - WEST There is a second patron entrance located on the south elevation of the building to access the patio and the proposed sidewalk connection to the trail along Highway 5. The entrance is also BP Gas Station Planning Case 11-04 April 19, 2011 Page 8 of 22 surrounded by windows, fabric awnings and a parapet with cornice to accentuate the southwest corner of the building. PROPOSED BUILDING ELEVATION - SOUTN The east elevation of the building is located adjacent to the Brown's Tire and Auto and Master Collision auto body properties, which is located at a higher elevation than the convenience store. This elevation contains a service door and one window with a fabric awning on top. This elevation is the "back" of the building; however, it will be visible from westbound traffic traveling on Highway 5. Therefore, the fenestration shall be increased to meet code requirements for elevations viewed by the public. This issue will be discussed in greater detail later in the report. PROP05ED BUILDING ELEVATION - EAST The north elevation of the proposed building is adjacent to the Valvoline Instant Oil building, which is also situated at a higher elevation and will have minimal view by the public. The applicant is proposing architectural detailing with columns and varied materials, to accentuate this elevation, as well as additional landscaping between the property line and the drive aisle and drive aisle and the building. BP Gas Station Planning Case 11-04 April 19, 2011 Page 9 of 22 PROPOSED BUILDING ELEVATION - NORTH Building Articulation The articulation of the building steps back twice along the south elevation. The building steps back six feet from the southwest corner of the building and then back an additional 11 feet toward the southeast side of the elevation. Along the west elevation, the building steps back 1-2 feet from the southwest corner. In addition, the building articulation incorporates columns of cultured stone. Articulation is further enhanced through the use of storefront windows, awnings and parapet wall with cornice. Color and Material There is a combination of materials including brick, block, and EFIS incorporated into the design to provide visual interest to the building. The west and south elevations of the building (front) are primarily constructed of storefront windows bordered with aluminum frames and muted tan, limestone and wine colored cultured stone columns. Above the windows is an accent fabric awning. Above the awnings is a medium tan EFIS accent band. The parapet and cornice are light beige and darker tan EFIS topped with a prefinished medium tan metal cap. The east and north elevations are primarily constructed buff tan brick masonry and with a limestone rock facem at the base. The elevations are accented with cultured stone columns and continue the medium tan EFIS accent band and the light beige and darker tan EFIS parapet and cornice topped with a medium tan prefinished metal cap. Height and Roof Design The single -story building is 18 feet in height to the roof. The roof articulation is provided through a 3'h -foot parapet wall at the southwest corner of the building and stretches approximately 35 feet along the west and south elevations of the building. City code requires that each building contain one or more pitched elements, such as a pitched roof, awnings or entrances. There is an accent fabric awning located above the storefront windows and doors of the south, west and east elevations. Additionally, the parapet with cornice provides vertical detail to the building. BP Gas Station Planning Case 11-04 April 19, 2011 Page 10 of 22 The mechanical equipment is located in the center of the roof and is screened through the use of the parapet wall surrounding the building. The roof top equipment will be adequately screened from view. MROP05ED BUILDINCs ELEVATION - EAST Facade Transparency City code requires that 50 percent of the first floor elevation that is viewed by the public shall include transparent windows and/or doors. The south and west elevations of the building exceed this requirement. Being that the east elevation will be visible to traffic traveling westbound, it must incorporate fagade fenestration. The picture to the right is a view of the site from the westbound lane on Highway 5. Currently, there are mature evergreen trees screening the existing building; however, these evergreens are to be removed and are in the location of the proposed drive aisle/vehicle stacking area for the car wash. The applicant is proposing additional landscaping; however, the Autumn Spire Red Maples proposed near the building are overstory trees and the east elevation of the building will still be visible. Additionally, the proposed pond will preclude landscaping in the areas of the building that will be visible to the public. BP Gas Station Planning Case 11-04 April 19, 2011 Page 11 of 22 City code, Section 20-1068 Fagade transparency, does allow for reduced transparency standards for uses within buildings that do not readily allow windows, such as storage areas. The interior uses adjacent to this elevation are storage and restrooms. The fenestration requirement in these areas can be achieved through the use of upper level windows, spandrel glass, and glass blocks or increased architectural detailing. The applicant has shown one window and service door on the east elevation; however, based on a site visit it is staff's opinion that the fenestration on the east elevation should be increased. Staff is recommending the fenestration on the east elevation be added to the sections labeled A and B in the schematic below. PROPOSED BUILDING ELEVATION - EAST The north elevation faces the drive aisle/vehicle stacking for the parking lot and abuts Valvoline Instant Oil. There is a 10 -foot rise from the subject site up to the Valvoline Instant Oil property. The applicant has included architectural detailing, including columns and changing of materials as well as providing landscaping between the drive aisle and the building. RP4X OSED BUILDING ELEVATION - NORTN BP Gas Station Planning Case 11-04 April 19, 2011 Page 12 of 22 The applicant is proposing to reconstruct the existing car wash in the same location and add a second car wash bay and a mechanical storage building on the north side of the car wash. The proposed car wash is 13'4" in height and 1,503 square feet. The car wash will be constructed using the same materials as the convenience store. The only signage on the car wash will be directional entrance and exit signs above the car wash doors. PROPOSED CAR WASH ELEVATION The applicant is proposing to reconstruct a gas canopy over the six gas pumps. The current canopy is 30 feet by 101 feet. The applicant is proposing a 32 -foot by 74 -foot 8 -inch gas canopy. The proposed canopy is 16 feet 6 inches in height. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. PROPOSED GAR WASH ELEVATION The applicant has shown a projecting neon stripe and the BP logo on the canopy. Signage is not permitted on the canopy. The canopy may contain only a one-dimensional stripe. No other signage, including the logo, is permitted on the canopy. LIGHTING/SIGNAGE Lighting City code requires that the applicant provide site lighting for the parking lot area to provide adequate levels of safety. Site lighting may be provided via 30 -foot tall light poles/fixtures. All fixtures must be shielded, high-pressure sodium or Light -Emitting Diode (LED) with a total cutoff angle equal to or less than 90 degrees. Wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees and shall not be directed skyward. To minimize off-site impact, light levels shall not exceed one-half foot candle at the property line. It appears that the proposed lighting complies with city code. cMr-ENS-XX extemal house side shield EPA = 0.57 ft' BP Gas Station Planning Case 11-04 April 19, 2011 Page 13 of 22 The proposed lighting on the building is wall sconces and the lighting throughout the parking lot is external house side shield light posts. The applicant submitted photometric calculations for the site, and the lighting for the common vehicular access is sufficient and complies with City Code. The lighting within the canopy shall be recessed. No external lighting on the canopy is permitted. Signage The applicant is proposing wall signage on the west and south elevation of the building located above the awnings on the parapet wall. There is currently a 64 square -foot, 16 -foot tall pylon sign located on the corner of Highway 5 and Great Plains Boulevard. The sign does not comply with the required 10 -foot setback; however, it is nonconforming and may be continued. The applicant is proposing to continue the use of the pylon sign. As part of the reconstruction of the gas canopy, the applicant is proposing to continue the green stripe and the BP logo on the canopy. It was believed that the stripe and logo were legal nonconforming and could be replaced. However, upon researching the previous 1988 site plan for the Amoco gas station and the conditions of approval; Condition #6 states: The gas canopy shall not be permitted any signage including the Amoco stripe name. This prohibition is consistent with the current sign ordinance. Therefore, the canopy may contain a one-dimensional stripe, not a projecting neon stripe, and may not contain the logo or any other signage on the canopy. All signage shall comply with city code and requires a separate sign permit application. Site Furnishing The applicant is proposing a patio area with tables on the south side of the building adjacent to the interior customer area containing beverages and hot food. The site also contains landscaping throughout the site and around the building. Loading Areas, Refuse Area, etc. The loading zone for the convenience store can be accommodated through the service door located on the east elevation. There is a sidewalk connection from the drive aisle to the door. BP Gas Station Planning Case 11-04 April 19, 2011 Page 14 of 22 The proposed location of the free-standing trash enclosure is also on the east side of the building and drive aisle/vehicular stacking area. The trash enclosure is 8 feet tall, 12 feet wide by 8 feet deep, and contains one dumpster. The enclosure will be constructed of Rock Face Masonry at the base, Brick Masonry sides and a precast cap. The doors of the enclosure will be constructed of a Medium Tan synthetic decking material attached to metal frame with a metal latch and brackets. The enclosure will be consistent in color with the building. Lot Frontage and Parking Location Frontage The subject site fronts on Highway 5 and Great Plains Boulevard. This site has street frontage on both Highway 5 and Great Plains Boulevard. The site is unique in the fact that it is being redeveloped and the gas pumps, canopy and car wash are to remain. The minimum setback in the BH district is 25 feet from the front property line. The convenience store is proposed to be set back 25 feet from the south property line along Highway 5 and located on the east side of the property. The car wash and gas canopy are located approximately 60 feet from the west property line along Great Plains Boulevard. The edge of the proposed parking lot is set back 10 feet from the property line and shall incorporate an approved landscape buffer. City approval of the shrub species and planting spacing is required before installation. Parking There are 20 stalls required for the site, one space per 200 square feet of the retail building. There are a total of 23 parking stalls proposed on the site; 11 parking stalls along the south and west property lines and in front of the convenience store and 12 spaces at the gas pumps. The parking space located farthest from the entrance of the convenience store (space labeled 6 on the site plan) is shown as handicap accessible. Minnesota State Building Code states the accessible parking space must be located "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance. Staff is recommending the space labeled 10 or 11 with adjacent 8 -foot access aisle be designated as handicapped accessible. BP Gas Station Planning Case 11-04 April 19, 2411 Page 15 of 22 ACCESS The existing driveway at Great Plains Boulevard will be used to access the new convenience store. The main drive aisle to the convenience store will be on the north side of the gas pump canopy. This site plan must be adjusted so that the main drive aisle is at least 26 feet wide, which is the minimum width required by city code for two-way traffic. The area under the canopy cannot be included in the drive aisle width. The drive aisle on the south side of the gas pump canopy is 14 feet wide. This drive aisle width does not meet the city code minimum requirement for one-way traffic; however, since it is an existing condition it is grandfathered in. A 13 -foot wide, one-way drive aisle is proposed on the site to access the trash enclosure and to provide access and queuing for car wash bays. The drive aisle is not wide enough to allow for a vehicle to bypass the car wash line in the event that the wait time is too long for a patron. Staff has raised this issue with the owner. The applicant is proposing to add a sidewalk connection from the trail along Highway 5 to the site near the proposed patio and south entrance to the building. All sidewalk connections shall meet ADA requirements and incorporate pedestrian ramps. LANDSCAPING Minimum requirements for landscaping include 1,984 square feet of landscaped area around the parking lot, 7 trees for the parking lot, and bufferyard plantings along Highway 5, Great Plains Boulevard and north property line. The proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant does not meet specific minimum requirements for bufferyard plantings, but does meet the intent of the requirements. For the highway bufferyard, the applicant is using more overstory trees than required and is planting 17 trees total compared to the 16 required. However, staff recommends that the tree requirements along Great Plains Boulevard be met by Required Proposed Vehicular use landscape area 1,984 square feet >1,984 square feet Trees/landscape area 7 canopy trees 7 canopy trees Highway 5 5 canopy trees 8 canopy bufferyard B — 280' 11 understory trees 9 understory 16 shrubs 21 shrubs Great Plains Boulevard. 2 canopy trees 4 canopy bufferyard B — 80' 3 understory trees 0 understory 4 shrubs 4 shrubs North property line 2 canopy tree 6 canopy trees bufferyard A — 290' 4 understory trees 10 understory 4 shrubs 0 shrubs The applicant does not meet specific minimum requirements for bufferyard plantings, but does meet the intent of the requirements. For the highway bufferyard, the applicant is using more overstory trees than required and is planting 17 trees total compared to the 16 required. However, staff recommends that the tree requirements along Great Plains Boulevard be met by BP Gas Station Planning Case 11-04 April 19, 2011 Page 16 of 22 increasing the number of understory trees. The applicant can shift quantities on site and meet the minimum requirements for each bufferyard. GRADING/DRAINAGE The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. This revision may require a short retaining wall. If a retaining wall is to be installed at this location, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. The site improvements require up to one foot of cut over the existing sanitary sewer on the north side of the site. Based on the as -built information available, there is more than 10 feet of cover over the sanitary sewer; therefore, there will still be adequate cover over the pipe. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. Wetlands There are no wetlands located within the subject site. Lakes The proposed project does not lie within 1,000 feet of the ordinary high water level (OHW) of any public waters; therefore, it is not within a shoreland district. Drainage and Erosion and Sediment Control The plans show a new 24 -inch diameter private storm sewer between the proposed filtration basin and the existing 12 -inch diameter private storm sewer. The storm sewer design model indicates that the 10 -year discharge rate from the filtration basin will not exceed the existing rates and will only slightly exceed the 100 -year storm event. Measures must be taken to protect the filtration feature from sediment deposition and compaction resulting from the operation of heavy equipment in this area. These measures need to be indicated on the plan set. The applicant is strongly encouraged to plant the basin with plugs to ensure establishment of deep-rooted vegetation and for aesthetics. The MPCA Plants for Stonmwater Design is recommended for selecting planting materials appropriate for anticipated conditions. Because this is an alternative stormwater Best Management Practices (BMPs) and will be privately owned and maintained, an operations and maintenance manual will need to be created and provided to the city for review and approval. BP Gas Station Planning Case 11-04 April 19, 2011 Page 17 of 22 City standard detail plate 5300 shall be used to show silt fence installation. Preassembled is not appropriate for the anticipated conditions; machine sliced or more protective should be used. This should be used as shown for perimeter control as well as to protect the filtration basin. No rock construction entrance will be required because of the remaining asphalt entrance. However, a note shall be included on the plan indicating that the contractor will be required to remove tracking from Great Plains Boulevard as needed. Proposed grading limits will be less than the 1.0 acre disturbance threshold at which an NPDES permit is required. In the event that the disturbance exceeds that threshold, the owner and their contractor must apply for an NPDES permit as soon as it is known that the site will exceed one acre of disturbance. UTILITIES The site is currently served by two one -inch diameter water services. These water services will be abandoned. A new six-inch diameter private water service is proposed to be installed to serve the convenience store and the car wash bays. The service will extend from the existing 10 -inch watermain within Great Plains Boulevard. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service connection. The new water service connection requires cutting into Great Plains Boulevard. A $7,600 cash escrow must be submitted to ensure that the street is properly patched. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. The six-inch private watenmain north of the building must be a minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. The existing sanitary sewer service to the site extends from the 10 -inch trunk sanitary sewer on the north side of the site. Sewer service to the convenience store will extend from the existing service. City water and sanitary sewer hook-up fees and the Metropolitan Council Sewer Access Charge (SAC) fee will be due with the building permit. The fees will be based on the additional SAC units resulting from the convenience store construction and the car wash expansion. The SAC units are determined by the Metropolitan Council. The current fees are $5,393/SAC unit for City water, $2,026/SAC unit for City sewer and $2,175/SAC unit for the Metropolitan Council SAC fee. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. BP Gas Station Planning Case 11-04 April 19, 2011 Page 18 of 22 MISCELLENOUS The building is in excess of 2,000 square feet and is required to have an automatic fire extinguishing system. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report required. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. A separate demolition permit will be required if demolition is intended prior to building permit issuance. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Lot Ordinance Requirements Subject Site Area 20,000 square feet 49,414.5 square feet Frontage 100' S: 455.72' W: 163.84' Depth 150' approx: 335.35' Lot Coverage 65% 65% Building Height Ordinance Requirements Subject Site Principal two-story one-story: 21'6" Accessory one-story one-story: 13'4" Gas Canopy one-story one-story. 166" Building Setbacks Ordinance Requirements Subject Site West Front yard 25' 62' Car wash 54' Gas Canopy South Front yard 25' 25' Convenience Store 40' Gas Canopy Side yard 10' 26' Convenience Store 15' Car wash storage building Parking Requirements Ordinance Requirements Subject Site Stalls 1:200 (Retail) Convenience Store 3,915square feet /200 = 20 stalls 11 + 12 at pumps = 23 South Front yard 10'w/ screening, 25' without 10' with Screening RECOMMENDATION Staff recommends that the Planning Commission adopt the following motions and adoption of the attached findings of fact and recommendation: A. "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions: BP Gas Station Planning Case 11-04 April 19, 2011 Page 19 of 22 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard." and B. "The Chanhassen Planning Commission recommends that City Council approve the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions: 1. Building Official a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel' (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or I 1 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. BP Gas Station Planning Case 11-04 April 19, 2011 Page 20 of 22 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. Hv lw- c. The developer must ensure that the sidewalk connection does not create a localized � low point on the west side of the sidewalk connection. R d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. i. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. j. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. BP Gas Station Planning Case 11-04 April 19, 2011 Page 21 of 22 in. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet C 1 shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. 4. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. f. All signage shall comply with City Code and requires a separate sign permit application." ATTACHMENTS 1. Exhibit A: Legal Description. 2. Findings of Fact and Recommendation. 3. Development Review Application. 4. Reduced Copy Existing Conditions Dated Received 3/21/2011. 5. Reduced Copy Grading Plan. 6. Reduced Copy Utility Plan. 7. Reduced Copy Landscape Plan & Details. 8. Reduced Copy Site Plan. 9. Reduced Copy Floor Plan. BP Gas Station Planning Case 11-04 April 19, 2011 Page 22 of 22 10. Reduced Copy Site Lighting Plan. 11. Reduced Copies Building Elevations (colored). 12. SPR 88-11 Conditions of Approval. 13. Public Hearing Notice and Mailing List. gAplan\201 I planning cases\l 1-04 by gas station site plan & cup\staff report.doc EXHIBIT A Survey Metes and Bounds Description: A survey of that part of Northwest quarter of the Northeast quarter, Section 13, Township 116 North, Range 19 West, of the 5th Principal Meridian, City of Chanhassen, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said quarter; thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said quarter to a point of the Easterly right-of-way line of State Trunk Highway 101, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point of the Northerly right-of-way line of State Trunk Highway No. 5; thence South 59 degrees, 02 minutes 31 seconds 354.52 feet along the Northerly right-of-way line of State Trunk Highway No. 5 to the Easterly comer of Parcel 209B of the Minnesota Department of Transportation right-of-way Plat No. 10-4; thence South 89 degrees 50 minutes 18 seconds West 34.38 feet along the Northerly line of Parcel 209B to the Westerly corner of said Parcel 209B; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to a point of the Easterly right-of-way line of State Trunk Highway No. 101; thence North 00 degrees 11 minutes 00 seconds East 163.84 feet along the Easterly right-of-way line of State Trunk Highway No. 101 to the point of beginning, containing 49,414.5 square feet, or 1.134 acres. EXHIBIT A Survey Metes and Bounds Description: A survey of that part of Northwest quarter of the Northeast quarter, Section 13, Township 116 North, Range 19 West, of the 5th Principal Meridian, City of Chanhassen, Carver County, State of Minnesota, more particularly described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter; thence South 00 degrees 25 minutes 29 seconds East 722.7 feet along the Westerly line of said quarter; thence North 89 degrees 34 minutes 31 seconds East 60.66 feet along a line perpendicular to the Westerly line of said quarter to a point of the Easterly right-of-way line of State Trunk Highway 101, and the point of beginning; thence continuing North 89 degrees 34 minutes 31 seconds East 335.35 feet along a line perpendicular to the Westerly line of said quarter; thence South 74 degrees 04 minutes 29 seconds East 62.66 feet to a point of the Northerly right-of-way line of State Trunk Highway No. 5; thence South 59 degrees, 02 minutes 31 seconds 354.52 feet along the Northerly right-of-way line of State Trunk Highway No. 5 to the Easterly corner of Parcel 209B of the Minnesota Department of Transportation right-of-way Plat No. 10-4; thence South 89 degrees 50 minutes 18 seconds West 34.38 feet along the Northerly line of Parcel 209B to the Westerly corner of said Parcel 209B; thence North 59 degrees 25 minutes 32 seconds West 65.53 feet to a point of the Easterly right-of-way line of State Trunk Highway No. 101; thence North 00 degrees 11 minutes 00 seconds East 163.84 feet along the Easterly right-of-way line of State Trunk Highway No. 101 to the point of beginning, containing 49,414.5 square feet, or 1.134 acres. G1 PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: d /OWL Z o + Lne-; 4.1 li f'i't ter S .4 2-0 Contact: f�-Jh a lam. ALocf U Phone: �5 Z - Email: L<,b 21 ;�;( &,cl lc�-_o o.ma' Planning Case No._—O 1 -O r-i'r (DF CHANHASSEN tvIAR 2 1 2011 :,i ,OIHASSEN PL WANG L'E i Property Owner Name and Address: C- a M of %f IISJ,�- J 104 fD5I ve�� Contact::K h -.4 Je A L,ru L Phone: �5/-3j2,,j>e'1ti Fax: RSZv2,--0'17-2(o7 Email: /</i r_q/a NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment X,Conditional Use Permit (CUP Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review X Site Plan Review (SPR)' � 1 �1 Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign$200 (City to install and ve) X Escro Fi i Fees/Attorney Cost*' - $5 C P AC/VAR/WAP/Metes & Bounds - $450 Minor SUB P d 31,2-1 11 I TOTAL FEE $ 1, 2 %�1- % CIL }ISO 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. Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED �7 o_ oz.e,,, }Z:-&oee! V_e,6cti A of PP PROJECT NAME: LOCATION: -7'70,'T 1_1vz-,-af 'la�� LVa G��ialln 12 _M YviW --'2,1-7 LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: /- /3 44 WETLANDS PRESENT: YES_ NO PRESENT ZONING: ✓ 14 REQUESTED ZONING:�'j 4 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: 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. MAN 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. 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. - % l Sig t re of Applicant Date Signature of Fee Owner &Nplan\forms\development review application.doc Date K:�� AIX" cm? 07 cl 39N ..ramal. SURVEY IOZTES AND BOUNDS DESCUMON: NOTES CORRESPONDING TO SCHEDULE 'B' ®,wr,m ,a.« � a.. a .n.n �,. w.u.�..aan wo .weo. ,u �, �•« ZONING: 'BB' WGESAY AND BUSUM SMCBS DWMC[: SANDAR ss:.. STATE ONT OF ENCROACHAO'sNTS ®Pr wna.. Wm. rr °Fuc wew.n .r ,..o,a ac i.�. row>n ALTA/ACBY-NSPS LAND TMJ SURM .. nmwcn w.n. uuwc� a nos azar run.. eoa.Ivrno Tr= COIOOTMZNT DRSCREMON: v na• > .v.l ...w.w. .e n:'��: ss ��'OY..:.MO o�•..o'�'� :.... ,o.n roan nc...w .cwa aa"aw,rovumi.r " --mss rv,ui o mn• M .�.M'C SURVEYOR'S CERTIFICATE �. SLS _OF_ B4H01G8: FLOOD ZONS DATAI �� . AL'CSN PTATO[QIY: 'ALTA/ACSY-N&�PS LAND TITLE BDRVSY' THE. M •W C MPAf7Yf en En�.R+ ioe� I Nip � pR RW u\1 I I I w•� , w� O� ,yw . ..,....E.,'' O� NOTES 1) SEE SHEET CO FOR LEGEND .NO CONSTRUCTION NOTES GRADING, DRAINAGE & EROSION CONTROL PLAN PpEP �O FO., REG,\rw w ey� E PLOWE WI�HYII�OI ru �ilv�n NORTH ow ��a__l.i��M��"?TUw}}OnIO uc •"""6a EM -0— v;, NKw0.M� Iwa ' yw 1a� �� MWMUa.Y (WI ns I I r0 r� Pw arD\ r • ••c uw � � / / lanes a -IA- u ' a+e[ ielr w a .00 a�+�-.nwrn Sawa onrf / I I OwaO nI �w� • /��M / 1 I� r w. nll ar. orsoownNn wrl omw «� � - s I T0 0 0 oo 41 00, U llm1lN l¢ - . 1 � �— —J / at VII•wn ' i � /' '1 as 0— OW /. NOTES / - 1) SEE SHUT CO FOR LEGEND AND CONSTRUCTION NOTES / UTILITY PIAN '13 INIEMRED WR lNwAworalm•w. a.our ,IM ITIRIWNAM •T •ML. W Y,ll RF,TI.aI. PLOWS ML rdop"M C2 00 a i PROPOSED LANDSCAPE PLAN �U r . Ee'-r rw ian PAMW e►as ``_ N EXIST. S=— N1�s'1�QA�9 Rosa Architectural Group Inc. 8L Pau( mwo" am ut 8611-790-7m kc 861-79019E6 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 66317 PRWCCT Numm: 21I 5 DATE: YARCN 1e, 2011 DRAWN &Y: Ri CNECRED BY.. RR REVISNRiS: PROPOSED LAAMCAPE PLAN L I I. I • canwm ,.« .ou w�a.r,c.w...... 5' 5TEEl- STAKE POLYPROPYLENE OR )LYETHYLENE (40 MIL. -V2" :1E SRAP TYP.) BLE 5TRAND 14 GA. WIRE - 120' INTERVAL (TYP.) : WRAP TO FIRST BRANCH BUCKLE WITH DOUBLE WD -14 GAUGE WIRE - 3 TREE GRADE OF PLANT TO L ORIGINAL GRADE 'LAYER OF54REDDED )WOOD MULCH IN ER -EXTEND PAST STAKE E30" STAKES SET 120' APART IDE THE BALL AT ANGLE - 3 PER BACKFILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL FLANT 5CI4EDULE-LAND5CAPE PLAN 12" LONG REINF. RUBBER HOSE DOUBLE STRAND 14 GA. MITRE (S) - 8'-0" STL FENCE POSTS NOTCHED OR DRILLED TO RETAIN GUY WIRES 4" DEPTH MULCH - ENTIRE WDTH OF HOLE WEED CONTROL FABRIC PLANTING SOIL IKE 3" TO 4" MULCH 0 EVERGREENS 4-6" ® DECIDIOUS Y MATCH SHRUB W/GRADE PLANTER SOIL POT 5NRUB TYPICAL PLANTING DETAILS w N.TA CODE QUANTITY LATIN NAME COMMON NAME SIZE ROOT AS 12 ACER RUBRUM AUTUMN SPIRE RED MAPLE 25" 1545 SM i AGER SACCHARINUM 'SILVER QUEEN' SILVER QUEEN MAPLE 25" 5415 AP 5 PINUS NIGRA AUSTRIAN PINE 6' BSB 131-15 14 PICEA, GLAUCA DENSATA BLACK HILLS SPRUCE 6' 5415 SSC 1 MALUS, SP. SPRING SNOW SPRING SNOW CRAB 15" BSB GFS 2S SPIRAEA X BUMALDA 'GOLDFLAME' GOLDFLAME SPIREA 2 GAL. POT ID 2S CORNUS STOLONIFERA 'ISANTI' ISANTI DOGWOOD 5 GAL. I POT TY 35 TAXUS X MEDIA 'TAUNTONII' TAUNTON YEW 5 GAL. POT 561 36 JUNIPERU5 CPINEN515 'SEA GREEN' SEA GREEN JUNIPER 5 GAL. POT Rosa Architectural Group Inc. C84 stow" sv w St PwA lr"awa 667D W 867.739--7988 fax 861-739-3786 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 s Iv - PROJECT NUMBER: 211D DATE: MARC. 18, 2011 DRAWN W: KE [NECKED gy: RR REVISIONS: PROPOSM LAADSCAPE DETALS Ll I 0 -1 1. — --.. — I e ••''• Rosa ' � J Architectural f i N Group ------ 335_35'— -- ----------- Inc. ' AT ®♦— DRIVE LANE <— o Sc P" VU 9Atnwts Wm I ; uA'r.�itat esr73o-n99 1r -6-70=w.- - - - > > 90:-739-M I AR UJ S ♦- 4 0� '�v / / / S&;NESS / BP ' NEW�� / � GAS & CONVENIENCE CAR WASH ' I I � / ' STORE REMODEL [A ' T Ja'•I16{�," POND /- i i OUT 7905 GREAT PUUNS BLVD. CHANHASSEN. MN 55317 j INy 9s' >�(�o: ba•gVs" o ---- -----r 026' -*k ----------- 1CEABoUIPL�T o 0 H.G. 6 U----- ----SIS �� 2 ----- -----� / �; • 4- � s • N U 35.67 N A -I PROPOSRED5 ITE PLAN I" - 30'-0" (ON III1 PAPIR) (1) NOTE: TYPICAL PAFW G SPACE 16 V -m" x 18'-m". RRDJECI NUMBER: 21105 DALE: WRCN 1k 1811 DRAWN W: MI CHECKED W: RR "SI S: f"Ce0.1W Sur PUN All 61'-01, N i PROPOSED FLOOR PLAN A2.1 "•1'-0" (ON 110 PAPER) Rosa Architectural Group Inc. vu 31"v sr"t St. Put( av*wts 66118 td 86}•738-7888 tuc 86,73P-3186 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 All • oo...oR ,on .o.. „o.1Eo,w.. wow PROJECT NUWBER; }t 105 pATE' DRAWN 8V 1/ARCN IS' x011 Jl CHECKED BY: RR REVISIONS: PROPOSED FLOOR PUN All • oo...oR ,on .o.. „o.1Eo,w.. wow N i PROPOSED CAR W,45P ED Aas t1i".I'•0" (ON IIxn PAPER) Rosa Architectural Group Inc. 1084 Strip St"t St. Pi14 Wrowtr 66118 tat 6611-738-7888 fix 861.739-3186 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 PR ECT NUMBER: 21109 DATE: WMCH 19, 2D11 DR WN BY: JL CHECKED BY: RR RENSONS: PROPOSED CAR WASH A2.2 Rosa Architectural Group Inc. 1084 Stwft Street SL PQLA WwAmta 55119 tat 851-7391-7988 fax 851-739-3185 tie Oka to ON A A. 'is A 1b 'I. V'* IN. mv 7- 0i. Jim fig pit tie fi. AR si' 1h 1a .,v 6- A is .is. 'V j. 0", $1 BP eiv oie �� 4w AM i ONO 10 Isd "I 'e*�' o > .if is i. p. a. sip @to Die .... w m '" too . NEW to '5 43 I'm '3' '.4. 6, ok 04 6 4. ��s. Mi. 'mv is Is 40 bif sit eke $is $is eiv 4. .0 tie eme no . GAS & CONVENIENCE I - CAR WASP �4 A, :i A is o' 4 'is 6, i, A. a .6 is i� STORE REMODEL . . 7.1 sic sic Oif @is fie 0i. se �. is b. i, i & is .i' 0 v*" A on Y. ow lie to A, .6 sa i, is ..I i, Mi, .6 o to MI aim #bj Aiv to *b 0'. 6�5 'k 1h AN A. A. 'i� 'h A, is y. is .4. gly is 4 o 'Mo to 'to pis ipllit pie @is o : a. iiv is Shp" k bf 4f it L. is , i. is i, in 6 0.4 A J8 lb lio A. ?;) is 'is .6 'h & .1. .1, k i, 0% i, 40+, i� Mi, A MI, An k S. . be AN obwo dio pit" k sit ok '�v .60 be 0"i- 0i* Oil diV :bf .61 0. 0. & 0. .1 .0 .11 AM .10 16 '1 b il il to 1�1 d2; MP 4 O'� i� ;. i- 7905 GREAT PLAINS BLVD. oa Mk mk ai4sk is, af b. is is is 'k Mi, is, on .4 i, .1. k .1. A, oil N' M4 A k .3v el ;o o6 ors is 'is i' k 'is as i. k is i. .1. b.a. ok to is @+i. aim fiv obf #I* dims sk 4 .6 so, oS' tv 6 of A 'e- is is is S; a I'll CHANHASSEN, MIN 55317 th. . 10-W _qm 6. Mi, A* w tio ok fiv 6 Big, Nis aim 4s .'m 'k 'h 'i, M4 pi. 'b' to t. i, i� d' �' o�' Mi, '�. A, 'i� i. ot�' els too 11 .. � *� c" nroo A. Mi. o. 'i' o�- ci5 flour; 4, '* to MI ..tl .1 ie 'i, 4. eci ea 4, 'k of I 'h Me, k sk A. A'. ot, N; mri i, so - -a r- o is ow h.;'#M'.L .ee 0k as Ci oa jo a. j. 4 4L" m- 6_m ji so so so 4. M o o+. i� 'i, r� ok� I s' Foe o&,. - AM obf No eb0 Aw fie m Mi so nk A. ns, o so ia a., so 4 '.�U 9soon-oks. mes o�' : No ,M 44r -o a&. w� " " I w- , *1 u 0mt vi' vsf ob #;t i, if aw I "s cap Leak st on .1 is our m is e. h ii 1m .1% 6, on " A if 110 i. it is ow im ok si bfltn-F.��Po 0.0 'b, n. 0'. or oil a k 6 4 b i, a'. m C 04 Sid 06. eLINDELL ENGINEERING, INC. 44 Ske fbo tkj��.& ow.J.2- ow so 1. CA .1 0 .1 s. oo I- F" 3411 KILMER LANE NORTH '+b oft .'s '-4 oi, s' $is ii 07-00:- -7 b. is is 'k Mi, o. . . . #it obe @be *is $to tic CU sio 'k oco m 'ik gi. "Ir Ms. si. MINNEAPOLIS, MN 55441 a. sis, k ai. i. i�"; 0�wom #Sw on i. 6, 6, 0, 4t si. 6b is �'I�ema Maim did; Imoks fit iitif - - bo fie fiv coy 'k '4' 's 6S' g, ti-. r-iJgrteresteNSAN fie eid' as 9 S. I "be ebo sto is m, o� s'o j. 116* 1 2:1 b. fi. Q. , if olo sip iai. s' C 'kirk'if o"s fie ok $it #A* sios w. M 4s am to or m as oa fiwe�s tim, a. 4f WN, sit sk siv do -k k P 6 A bo 66 Mi@ 1 0 'a on M wit - o. - o. i. Z � a. i. k I *'e. i. tie 'is t'� .is, o' " a. 'to �. M'!'� 'm f ekiri. rt ' oiw or4* is is is k j. is j. k ;-7-- NO #is @I. 4s is ek AN, i. abo ei. J., Wo Av oise .is i. is fit sill siv, obs fif Nis oM Nis .is is m w di. is air aim sk.w r. Mer -k A. Q Of ::i* AQ - is k A .ia is o t�o @is m tis sJois it No,' sie or 000 oh I m fie oese wOk PH Eel Numwk 21105 DATE: UkRCH 19, 201 K oio i. oxcis s' * 'W`ogoodooivo' eaDRAWN BY; F CHECXED ffy RR Die fielpm on to ow , -i- mmomaro emom ok oks �b# on ob, .. 6a . I S6. b. sio e& 46 mie 4# SimIn- -m to, 446 b. mi. a, soo..e _NNS...Mt Pis oid #if sk tie sks aim two PROPOSED SfTE PLAN PHOTOAE77WCS PROPOSED SITE FLAN PHOTOMETRICS N PMIJ I" - 30'-0* (ON IIxI1 PAPER) PM1.1 0-- - - -- - 4 :.is obs on m m on *is m #if eke as, " Is 1w, sk si k *to on fio fit fie fbo fio Oil fim k A. is &be .4 obo Mie is it As i' 'i. 4, A. A. ot, k C' 'k k 4, sk is Ap sk 6, 0i, i� 6n ok 61 .if to -sk s. 11 ., 11 1. 1k 1. 1- soo-m- sm.x.m si� 14 41 6. Mir 6, b. 45 6, ok, ow k oc, reN .ie pip diwaftio.i. b..i. is oio-ifim eiv 40 mifiw k ii oi. o. No 6. Mi. Mi* 4. .. Ms. so. i, 'a Mi. i. b. i, i. is i' 0. .6 of is 40 'm 'i. -No tip *is an civ on on #�v roe ok sic lot too en oio oiw- oMo ow on em too o;v sis 0 . . . of ib S. mru it piweiv .• . . oil s is i, 4. in d2l it sit Sir 4A #b4 sor ek sm dir 0i; Sir tic sk ok 6o sic ok/k ok rr5 ris #�4 m v;v e" mime cm ,v6 �. 0 oia sk obo f. b. on sk fig io AS 0'6 be 40 6, .1, ia MI, Mi, da mi, .............. . . . . . . . .6 is is Ii. vie its P*vbrvb.4k.w sio'k 1k z. A. on 'ac 'w d. ok 0 " fjo pip sit -r1F-' dit lie *is Sim fit fie fie 01im sic ek vie #is 'h is 6 6. A 45 f�' ok em #,4 6! o. es, o' 'if ii it A. it A, o. o' 'i� ow be tow *it m ow so ." oft Mo foe r. obs *is ebosw400sw.nom ok ok w oft So 'is 'b. '&Q. 'is 'w eek �A i. a. AS fbo i. A oi. . . . . . . . 't Mi. viim m -v* o vap VMS fiv Piss Cw . l�i i, ;b is it 04i, 6 k 4� 4' z' A e ejo Rosa Architectural Group Inc. 1084 Stwft Street SL PQLA WwAmta 55119 tat 851-7391-7988 fax 851-739-3185 tie Oka to ON A A. 'is A 1b 'I. V'* IN. mv 7- 0i. Jim fig pit tie fi. AR si' 1h 1a .,v 6- A is .is. 'V j. 0", $1 BP eiv oie �� 4w AM i ONO 10 Isd "I 'e*�' o > .if is i. p. a. sip @to Die .... w m '" too . NEW to '5 43 I'm '3' '.4. 6, ok 04 6 4. ��s. Mi. 'mv is Is 40 bif sit eke $is $is eiv 4. .0 tie eme no . GAS & CONVENIENCE I - CAR WASP �4 A, :i A is o' 4 'is 6, i, A. a .6 is i� STORE REMODEL . . 7.1 sic sic Oif @is fie 0i. se �. is b. i, i & is .i' 0 v*" A on Y. ow lie to A, .6 sa i, is ..I i, Mi, .6 o to MI aim #bj Aiv to *b 0'. 6�5 'k 1h AN A. A. 'i� 'h A, is y. is .4. gly is 4 o 'Mo to 'to pis ipllit pie @is o : a. iiv is Shp" k bf 4f it L. is , i. is i, in 6 0.4 A J8 lb lio A. ?;) is 'is .6 'h & .1. .1, k i, 0% i, 40+, i� Mi, A MI, An k S. . be AN obwo dio pit" k sit ok '�v .60 be 0"i- 0i* Oil diV :bf .61 0. 0. & 0. .1 .0 .11 AM .10 16 '1 b il il to 1�1 d2; MP 4 O'� i� ;. i- 7905 GREAT PLAINS BLVD. oa Mk mk ai4sk is, af b. is is is 'k Mi, is, on .4 i, .1. k .1. A, oil N' M4 A k .3v el ;o o6 ors is 'is i' k 'is as i. k is i. .1. b.a. ok to is @+i. aim fiv obf #I* dims sk 4 .6 so, oS' tv 6 of A 'e- is is is S; a I'll CHANHASSEN, MIN 55317 th. . 10-W _qm 6. Mi, A* w tio ok fiv 6 Big, Nis aim 4s .'m 'k 'h 'i, M4 pi. 'b' to t. i, i� d' �' o�' Mi, '�. A, 'i� i. ot�' els too 11 .. � *� c" nroo A. Mi. o. 'i' o�- ci5 flour; 4, '* to MI ..tl .1 ie 'i, 4. eci ea 4, 'k of I 'h Me, k sk A. A'. ot, N; mri i, so - -a r- o is ow h.;'#M'.L .ee 0k as Ci oa jo a. j. 4 4L" m- 6_m ji so so so 4. M o o+. i� 'i, r� ok� I s' Foe o&,. - AM obf No eb0 Aw fie m Mi so nk A. ns, o so ia a., so 4 '.�U 9soon-oks. mes o�' : No ,M 44r -o a&. w� " " I w- , *1 u 0mt vi' vsf ob #;t i, if aw I "s cap Leak st on .1 is our m is e. h ii 1m .1% 6, on " A if 110 i. it is ow im ok si bfltn-F.��Po 0.0 'b, n. 0'. or oil a k 6 4 b i, a'. m C 04 Sid 06. eLINDELL ENGINEERING, INC. 44 Ske fbo tkj��.& ow.J.2- ow so 1. CA .1 0 .1 s. oo I- F" 3411 KILMER LANE NORTH '+b oft .'s '-4 oi, s' $is ii 07-00:- -7 b. is is 'k Mi, o. . . . #it obe @be *is $to tic CU sio 'k oco m 'ik gi. "Ir Ms. si. MINNEAPOLIS, MN 55441 a. sis, k ai. i. i�"; 0�wom #Sw on i. 6, 6, 0, 4t si. 6b is �'I�ema Maim did; Imoks fit iitif - - bo fie fiv coy 'k '4' 's 6S' g, ti-. r-iJgrteresteNSAN fie eid' as 9 S. I "be ebo sto is m, o� s'o j. 116* 1 2:1 b. fi. Q. , if olo sip iai. s' C 'kirk'if o"s fie ok $it #A* sios w. M 4s am to or m as oa fiwe�s tim, a. 4f WN, sit sk siv do -k k P 6 A bo 66 Mi@ 1 0 'a on M wit - o. - o. i. Z � a. i. k I *'e. i. tie 'is t'� .is, o' " a. 'to �. M'!'� 'm f ekiri. rt ' oiw or4* is is is k j. is j. k ;-7-- NO #is @I. 4s is ek AN, i. abo ei. J., Wo Av oise .is i. is fit sill siv, obs fif Nis oM Nis .is is m w di. is air aim sk.w r. Mer -k A. Q Of ::i* AQ - is k A .ia is o t�o @is m tis sJois it No,' sie or 000 oh I m fie oese wOk PH Eel Numwk 21105 DATE: UkRCH 19, 201 K oio i. oxcis s' * 'W`ogoodooivo' eaDRAWN BY; F CHECXED ffy RR Die fielpm on to ow , -i- mmomaro emom ok oks �b# on ob, .. 6a . I S6. b. sio e& 46 mie 4# SimIn- -m to, 446 b. mi. a, soo..e _NNS...Mt Pis oid #if sk tie sks aim two PROPOSED SfTE PLAN PHOTOAE77WCS PROPOSED SITE FLAN PHOTOMETRICS N PMIJ I" - 30'-0* (ON IIxI1 PAPER) PM1.1 0-- - - -- - ANDD. ALUM -- GLASS DOORS b xot Toon Iq Y p eZ Deli PLASTIC SIGNAGE mss\ TYPICAL BUILDING SIGNAGE am • r -a tat r n ra-m INSUL PA HJ'1. DOOI PROPOSED BUILDING ELEVATION - WEST �— A!1 vv - r -a (al Yn rAFM PROPOSED BUILDING ELEVATION - SOUTN a.» 5A7' • r.o' tow 16th PAPER) � PROPOSED BUILDING ELEVATION - EAST A�) »2• . e-& tat NO rAPM PRE -FINISHED MTL. CAP — EIFS ACCENT BAND Rosa COLORED EIFS Architectural EIFS ACCENT SAND FABRIC AWNINGS Group ACCENT LIGHTING Inc. CULTURED STONE 1084 SWft Sksk ANDD. ALUM St Pro mhwou wtv tk W1 -7V-7908 FRAMES W/ GLASS ns W739 --M COLORED KENSq S' ROCKFACE PROF 099ED MASONRY 8P SCUPPER 4 GAS & CONVENIENCE PRE -FINISHED MTL. CAP STORE REMODEL EIFS ACCENT BAND COLORED EIF5 EIF5 ACCENT BAND 7905 GREAT PLAINS BLVD. FABRIC AWNINGS CHANHASSEN, MN 55317 ACCENT LIGHTING CULTURED STONE ANDD. ALUM FRAMES W/ GLASS COLORED R.F. MASONRY PRE -FINISHED MTL. CAP WALL PACK LIGHTING TYP. FABRIC AWNINGS COLORED BRIGK — MASONRY COLORED ROCKFACE MASONRY PROFILE OF ROOFTOP _ HVAC UNITS TYP. PRE -FINISHED MTL. GAP PRWECT NUMBER: 21105 DATE MARCH 18, 2011 COLORED EIF5 ORA" CBYR CKCKHECKED M l: R WALL PACK KENSq S' LIGHTING TYP. PROF 099ED PRE -FINISHED SULDAG ELEVA71IOM SCUPPER 4 DOWN5POUT A3. EXISTING. MTL. TO BE RE-PAII` AS REQUIRED MASONRY GAP CULTURED STOI NEW FUEL PUMF DISPENSERS T` PROPOSED CANOPY ELEVATION - NORTH/SOUTH AS7 vw, . r-0' !LN Ihn PAPERI K_2_'� PROPOSED CANOPY ELEVATION - EASTALIEST AS] L , . r -O' !ON Ihn PAPERI MTL. HINGES PRE -FINISHED MTL. CAP :.,.:.:i., ,.. .. EIFS ACCENT BAND GONG. FILLED '.": E T=•' E X.iT' BOLLARD COLORED EIFS COMPOSITE WD. EIFS ACCENT BAND MATERIAL ON ACCENT LIGHTING METAL FRAME CULTURED STONE MTL LATCH t r31 PROPOSED CAR WASH ELEVATION - WEST NEW TRANSLUCENT BRACKETS WN r4rlCkrnPAPaEt PANEL O.N. DOOR Q PROPOSED TRASH ENCLOSURE ELEVATION - FRONT JK• . I' -C (CN Ihn PARR! PRECAST CAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY e PROPOSED TRASH ENCLOSURE ELEVATION - SIDES N] SA►• . I' -O' (ON mn PAMM PRECAST CAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY PROPOSED TRASH ENCLOSURE ELEVATION - REAR ]AR' . 1•-p (CN Ihn PAPER) WALL PACK LIGHTING TYP. COLORED BRICK MASONRY ANDD. ALUM FRAMES W/ GLASS n�J PROPOSED CAR WASH ELEVATION - SOUTH —COLORED ROCKFACE MASONRY v »T . r•r (m Ikn PAPER) PLASTIC 51GNAGt E—� ENTER EXIT INSUL. PAINTED HJ I. DOOR i1 PROPOSED CAR WASH ELEVATION - EAST w AM' . I' -O' (ON Nn PAPER) _ ;t COLORED EIFS "-•' SEXIST. GAS METER rb-*��,,� PROPOSED CAR WASH ELEVATION - NORTH �/ S9P . r -r (CN Ikn PAPER) Rosa Architectural Group Inc. M4 carry Sant St PBM Mh"Oh WM w MI -79617M fxc M -739--M BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 P ECT NUMBER: 21103 DATE: MARCH 1B• 2011 DRAWN BY: JL CHECKED SY: RR REVISIONS: PROPOSM C NOP .i TAIA BVaO ff B.EYA7KWB January 25, 1989 - CITY OF 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937-1900 Amoco Oil Company Attn: Mr. Kris Kristufek 5001 West 80th Street Suite #890 Bloomington, MN 55437 Re: Case No. 88-11, Site Plan Review Dear Mr. Kristufek: This letter is to confirm that the City Council approved your site plan case #88-11 at their regular meeting of January 23, 1989. This approval was subject to the following conditions: 1. The self service car wash will require site plan approval. 2. The c:ao future gas pumps and extension of the gas canopy are ap^roved as part of this site plan. 3. The applicant shall furnish in writing a statement that Amoco Oil Company is willing to reduce the number of entrances and exits to the site to a total number of one if MnDOT grants the City a median cut for the proposed island on State Trunn Highway 101. This entrance would fall directly in line with the centerline of ;gest 79th Street. The costs for the reconstruction would be at Amoco's sole expense. This state- ment shall be provided to the City prior to final site Man approval. Plans for the central access shall be provided and approved by staff prior to its construction. 4. The most southerly access shall not be located further south than the existing southerly access and shall be designed for full traffic movement (right -in and right -out). 5. The site shall be permitted only two wall signs. 6. The gas canopy shall not be permitted any signage including the Amoco stripe name. 7. The applicant shall provide the tank for used oil and shall allow it to be open to the public. �, r"Istufex ranuary 25, 1989 Page 2 8. the applicant s' em easterly hall remove the cars Y portion of the site. trucks, etc. ` 9, stored on facilllans shall be revised ties which to include the proper The proposed curb bcout to the City's storm P storm sewer cut near State High wa sewer system. 10- A revised y 5 will not beac erosion control be accepted. Engineer for approval Plan shall be submitted to t 11. Details for prior to final site h. City Plan approval. northerly the construction of the Y access will be curb radius Engineer prior to final aprovided for approval by the 12. The approval. Y the City prOP°sed building be suchthat adequate maintenance e' 'moved five provided, ftfeet to the south e existing utilities may 13. The applicant regarding shall provide the Cit _ 9 the inflammable waste separatornei w 14. Comp with details MPCAliance with "'PCA re Prior to construction. requirements and scheduled deadlines of 15. Pio outdoor storage allowed. 16. Compliance -,i with Fire Marshal and related staff. 17• There shall be no convenience store. If you should have any on your site plan review, questions regarding the conditions Placid Please contact Sincerely, this office. Stephen R. -Hanson Planning Director SRH:ktm CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on April 7, 2011, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for the Chanhassen BP Site Plan and Conditional Use Permit — Planning Case 2011-04 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Karen J. Engelhardt, Deputy Clerk Subscribed and sworn to before me this day of , 2011. Notary Public Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, April 19, 2011 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of thea enda. Location: Cit Hall Council Chambers, 7700 Market Blvd. Request for a Site Plan Permit and Conditional Use Permit to Proposal: redevelop the existing Chanhassen BP Convenience Store, Car Wash and Gas Pump/Canopy on property zoned Highway and Business Services BH Applicant: Khaled Aloul Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www,ci.chanhassen.mn.us/sery/plan/11-04 html. If you wish to talk to someone about this project, please contact Angie Questions & Kairies by email at akairies(c-)ci.chanhassen.mn.us or by Comments: phone at 952-227-1132. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses. Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested 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 perscn(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 somethin to be included in the re ort, please contact the Plannino Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, April 19, 2011 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Site Plan Permit and Conditional Use Permit to Proposal: redevelop the existing Chanhassen BP Convenience Store, Car Wash and Gas Pump/Canopy on property zoned Highway and Business Services (BH) Applicant: Khaled Aloul Property 7905 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: _www.ci,chanhassen.mn.us/sery/plan/11-04.html. If you wish to talk to someone about this project, please contact Angie Questions & Kairies by email at akairies(LDci.chanhassen.mn.us or by Comments: phone at 952-227-1132. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations. Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation The item will be opened for the public to speak about the proposal as a part of the hearing process The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple 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, please contact the Planning Staff person named on the notification. 79TH STREET CENTER AMERICAN LEGION-CHAN POST 580 B 4 D LLC PARTNERSHIP 290 LAKE DR E 555 3RD AVE NW 80 W 78TH ST STE 131 CHANHASSEN MN 55317-9364 HUTCHINSON MN 55350-1673 CHANHASSEN MN 55317-8719 BAM PROPERTY HOLDINGS LLC 440 79TH ST W CHANHASSEN MN 55317-9530 CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN MN 55317-9764 CHURCH OF ST HUBERT 8201 MAIN ST CHANHASSEN MN 55317-9647 GRACE DEVELOPMENT LLC 250 LAKE DR E CHANHASSEN MN 55317-9364 MICHAEL A RAMSEY REV TRUST 6362 OXBOW BND CHANHASSEN MN 55317-9109 BLOOMBERG COMPANIES INC PO BOX 730 CHANHASSEN MN 55317-0730 CENTERPOINT ENERGY MINNEGASCO PO BOX 59038 MINNEAPOLIS MN 55459-0038 DRF CHANHASSEN MEDICAL BLDG 7101 78TH ST W 4100 MINNEAPOLIS MN 55439-2527 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS MN 55440-1224 RIESE FAMILY PROPERTIES LLC 9154 SUNNYVALE DR CHANHASSEN MN 55317-8532 BROWN PROPERTIES LLC PO BOX 474 CHANHASSEN MN 55317-0474 CHANHASSENINN 531 W 79TH ST CHANHASSEN MN 55317-5317 G L B PROPERTIES LLC PO BOX 474 CHANHASSEN MN 55317-0474 MARIANNE BURGER LLC 5925 WOODLAND CIR MINNETONKA MN 55345-6440 SILO BUILDING LLC 3561 44TH ST W MINNEAPOLIS MN 55410-1359 SORENSEN PROPERTIES LLC SOUTHWEST TRANSIT VALVOLINE INSTANT OIL CHANGE 12625 58TH ST 13500 TECHNOLOGY DR PO BOX 14000 MAYER MN 55360-9615 EDEN PRAIRIE MN 55344-2283 LEXINGTON KY 40512-4000 Neighboring Uses 77 10 4/19/2011 pairs mliFplil I AWII 1 4/19/2011 ,3c x lal Ca p��,rnDs 4/19/2011 • I�b�n �n�m�nU ��1n �r �J � G�i�le • 1 n -� 1-ir� fi on �-s"1 • iey' Car 1k)asln I (aA-Y)� -(�r m �p • Ib' PAea-t-&n ck-)ar,ae— ' Pak�D DY1 -1 Pr y 1 r 101 ais:Af no LyGGut old res � • �' 2 as ra��' a l-x�e S VJ C ao'\ - imm..• .. e e Iq 4/19/2011 Macn Eu-,+- t V\ Yy %- j °ViS�I�►�t� 0.lrmg I�rs+��,r� �AWU 6 hAt uthG`�ti1 -F r v U 12 Lighting/Signage -Screening provided by landscaping -Trash enclosure constructed of similar building materials •Truckcirculation: utilize drive aisle around building naeu erna� nnataM - im. 4/19/2011 i. 'The Chanhassen Planning Co—sswn recommends that Crty Counol approve a Conditional Use Permitfora convenience store with gas pumps and to permit m it,pk buildings on a single lot, plans prepared by Rosa Archrtectsdated ece-c! 312312oix, for property zoned Wig way and Business Services District (BH), located at 7905 Great Plains Boulevard wbject to condRions x – 6.' x.'The Chanhassen Planning Commissmrecommendsthat Crty Co c, approvea Site Plan for a 3,915 square -foot, onrstory convenience store, 1,503 square -foot double car wash, and a 3x -foot by 71.foot B -inch gas canopy, plans prepared by Rosa Architects dated received 3lxx7xoxx, for property zoned Hghway and Business Services D�stnct (BH) located at 79o5 Great Plains Boulevard wbject to conditionsx–q.' And 3.'Adopt,on oft he attached findings of fact and Recommendation .j i1111111�,$ Jll 1 _ l_ ..N KIISNO time rir-aoTit-,i 4/19/2011 E 4/19/2011 4/19/2011 -I 41 4/19/2011 0 -,W 4/19/2011 11 4/19/2011 12 e-kI lnq ��' COP water S"vices MCA -0- be a.60-.Icloneoc 'f+`'-- c.`'`Y h svp i�c!y„CCA'.— s� waw �� ►�'� ne- b I cu.lc.� n� . '�' a.�cl cj P c. ;,Sue Lowest Floor Elevation building Height w/ parapet Top elevation of building BP 954.6 21.5 976.1 Valvoline 965 15 980 Elevation Change 10.4 3.9 e-kI lnq ��' COP water S"vices MCA -0- be a.60-.Icloneoc 'f+`'-- c.`'`Y h svp i�c!y„CCA'.— s� waw �� ►�'� ne- b I cu.lc.� n� . '�' a.�cl cj P c. ;,Sue Lowest Floor Elevation building Height w/o parapet Top elevation of building BP 954.6 18 972.6 Valvoline 965 15 980 Elevation Change 10.4 7.4 e-kI lnq ��' COP water S"vices MCA -0- be a.60-.Icloneoc 'f+`'-- c.`'`Y h svp i�c!y„CCA'.— s� waw �� ►�'� ne- b I cu.lc.� n� . '�' a.�cl cj P c. ;,Sue And Revised Motion 1. "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to conditions 1 — 6." "The Chanhassen Planning Commission recommends that City Council approve a Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 — 4. 3. "Adoption of the attached findings of fact and Recommendation." PROPOSED REMODEL & REBUILD OF CHANHASSEN BP CONVENIENCE STORE, CAR WASH AND GAS PUMP / CANOPY CHANHASSEN, MINNESOTA PROJECT INFORMATION APPLICANT: KHALED ALOIL 231 EAST 105th 5T SLOOMINGTCN, TTN 55420 PF6 651-3434995 ARCHITECT: ROSA ARCHITECTIRAL GROUP, Nc. 1084 STERLNG 5T1�EET ST. PAUL, MN 55119 PIN: 651-139-1988 CIVIL ENGINEER PLOILE EP IWERING, INC. 6116 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PH: 651-361-8210 OUNE& CAMELOT CONVENIENCE / BP. STATION 1905 GREAT PLAINS BOULEVARD C"A%AASSEN. MN 55311 PI+ 651.343-4995 SURVEY LEGAL DESCRIPTION: A SURVEY OF THAT PART OF NW a OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOW& - COMMENCING AT THE NW CORIE.R OF THE NW 1/4 OF THE NE 1/4: THENCE SOOZ5'29E 7227 FEET ALONG THE WESTERLY LUNE OF SAID QUARTER. 7FE710E N8934'31'E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY UNE OF SAD OUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY Na 101, AND THE POINT OF BEGINNING: THEXE CONTINUING 148934'31'E 336.35 FEET ALONG ANE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74T34'29'E 6266 FEET TO A PONT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S599Y31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LK OF STATE TRUW HIGHWAY NO. 5 TO THE EASTERLY CUM OF PARCEL 2098 OF THE WI ESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT Na 10-4; THENCE S89WICW 34.38 FEET ALONG THE NORTHERLY LITE OF PARCEL 2098 TO THE WESTERLY CORNIER OF SAID PARCEL 2098; DOKE N692532W 66.53 FEET TO A PONT OF THE EASTERLY RIGHT OF WAY LIE OF STATE TRINC HIGHWAY N0. 101; THENCE NOO11'LD'E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LUNE STATE TRUML HIGHWAY NO. 101 TO THE PONT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1,134 ACRES, THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED N CHICAGO TITLE INSURANCE COMPANY RULE COIOITMENT NUMBER CA 24384, WTH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 A.M. OCCUPAI,CY CLASSIFICATION: CONVENIENCE STORE 4 GAS PUV" = M CAR WASH • B OCCIPANT LOADS: CONVENIENCE STORE MERCANTILE . 2392 Sr-- / 30 . 19.13 STORAGE / STOCK . I J09 SF- 1300 • 3.10 KITCHEN •-414 SF. / 200. 2.01 CAR WASH CAR WASH • 1,400 5F. /100 = 14 STORAGE • 103 SF. / 300 • 034 CON5TRLJCTION TYPE: 2B, W/ FIRE 5PRINCLER SYSTEM EXI5TMG ZONING 4 LAND USE: 'BFI. 1461611ILAY AND 5UNNE55 SERVICES D15TWCT TABLLATION BOX: L SIZE CF PARCEL N ACRES AND SalARE FEET. 49,414.4649 SF. / 113" ACRES 2. GROSS FLOOR AREA EACH BUILDING:. A GCIRMIENCE STORE • 3,983 Sr. B. CAR WASH . 1,503 5F. 3. PERCENT OF 517E COVERED BY BUILDINGS, 5,924.9 SF. / 49,414.4649 5F. • 11.99% A. PERCENT OF SITE COVERED BY HPIEaROCUS SIIWACES. 321134 SF / 49,414A649 5F. = 64.99% 5- PERCENT OF SITE COVERED BY PARCNG / DRIVE 20123 SF. / 49,414.4649 SF. = 5021% 6. PERCENT OF SITE COVERED BY 51DEW4LKS 4 PUP ISLANDS, 13821 5F. / 49,414.4649 SF. • 2.19% 'L PROJECTED NU'BER OF EMPLOYEES. 4 B. NUMBER OF PARING SPACES REQUIRED, 3,915 5F_ 1200 = 1951 = 20 STALLS S. NUI'BER OF PAIWW SPACES PROVIDED. II • 12 AT PUPS • 23 STALLS 0 15 HANDICAPPED) 10. HEIGHT OF BIALDNG5. A C 4YENIENCE STORE • I STORY PART • B'-0' PART11'-6' B. CAR WA5H • I STORT • 13'-4' C. PUMP CANOPY • I6'-6' SHEET INDEX TU TITLE SHEET AIJ PROPOSED SITE PLAN A2J PROPOSED G -STORE FLOOR PLAN A2,2 PROPOSED GAR WASH A3-1 PROPOSED G -STORE ELEVATIONS A3.2 PROPOSED GANOPY, GAR WASH, 4 TRASH ENCLOSURE ELEVATIONS LII PROPOSED LANDSCAPE PLAN L1.2 PROPOSED LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED MAR 2 1 2011 CHANHASSEN PL41WNaNG DEPT PP11-I PROPOSED 51TE PLAN PHOTOMETRIC5 PROPOSED LIGHTING FIXTURE CUT SHEETS 51TE SURVEY SHEET CO TITLE SHEET 4 NOTES CI GRADING, DRAINAGE AND EROSION CONTROL PLAN C2 UTILITY PLAN C3 DETAILS EXISTING DRAINAGE AREAS PROPOSED DRAINAGE AREAS 5TORMWATER DRAINAGE REPORT S ATE OF MI ESOTA on mnw rw 78TH ST, ,SURVEY TTE CITY OF CHANHASSEN GRAPHIC SCALE IN PEST o i.saa 3.wo VICIAITY NEAP Rosa Architectural Group Inc. 1084 Stw*V Street St Pau, Mrinesota 55119 tet 651-739-7988 fax 651-739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 n®rm n K a �Aca N qG* a•a�aM •lo rw AW • —1 urn® nom ws s nc n.rc �. Kms. PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: T= SHEET T1 1 O COPYRIGHT 20M ROSA ARCHITECTURAL GROUP i uaii 1 I I 1 1 1 I I UREA I J2 -115%6" � I � I I II 5TOR. II EX15T a GAR WASH A = NEW � CAR WAST—{ N •I I• J 32' 01Ioo 60'-5y401I NE UGttHT ��----- ----�j 026'_*60' ��166 ' JCANOPY oo I $ FI I ISLAriDS L--_-_ _____IJ rl----- -----1, i - - z� uGHT 35.67 i N.C_ ro / a 335.35' I= a+— DRIVE LANE _ '4. `62 66. 'ool� / Q, BUSINESS / SIGN � POND N 1 PROP05ED SITE FLAN A -I I" = 30'-0" (ON I1xI1 PAPER) NOTE: TYPICAL PARKING SPACE 15 9'-0" x I6-0". Rosa Architectural Group Inc. 10844 Sterkv Street St Pau% Irimwta 551}9 tet 65}-739-7988 fax 651-739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317 warsvmeIosIMs. wul900"ma ftww„r • WIEN& �r� o� x Wi s r a.[ v W+mr PROJECT NUMBER: 21105 DATE MARCH 18. 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: pRoposm &7E PbW Al il ® COPYRIGHT 20" ROSA ARCWTECTURAL GROW T I I OUT 1� d) w� 00 ^ I �o 4 Q I GH (psi ' I I Q 6d 2 I BP i f\ 1 1 1 It \ ----C i �I 1 j ® � 1 1 1 1 1 1 1 II 5TOR. II EX15T a GAR WASH A = NEW � CAR WAST—{ N •I I• J 32' 01Ioo 60'-5y401I NE UGttHT ��----- ----�j 026'_*60' ��166 ' JCANOPY oo I $ FI I ISLAriDS L--_-_ _____IJ rl----- -----1, i - - z� uGHT 35.67 i N.C_ ro / a 335.35' I= a+— DRIVE LANE _ '4. `62 66. 'ool� / Q, BUSINESS / SIGN � POND N 1 PROP05ED SITE FLAN A -I I" = 30'-0" (ON I1xI1 PAPER) NOTE: TYPICAL PARKING SPACE 15 9'-0" x I6-0". Rosa Architectural Group Inc. 10844 Sterkv Street St Pau% Irimwta 551}9 tet 65}-739-7988 fax 651-739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317 warsvmeIosIMs. wul900"ma ftww„r • WIEN& �r� o� x Wi s r a.[ v W+mr PROJECT NUMBER: 21105 DATE MARCH 18. 2011 DRAWN BY: KF CHECKED BY: RR REVISIONS: pRoposm &7E PbW Al il ® COPYRIGHT 20" ROSA ARCWTECTURAL GROW 0 N FiROF05ED FLOOi, FLAN �2•I 'll8"=P-0" (ON Ilxll PAPER) Rosa Architectural Group Inc. 1084 SterkV Street St Paul, Mrnesota 55119 tet 65739-7988 fax 65739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 nnrm rr K a aoa w o5cc1 aw..va ro 1w 6 WQ1r� yn. RG M m1® i 1p�g1 mefsv 11.5 Kkml a 1a9Mt Svn 01®/1® 1IE tl1 U 'U �RS� � ouir umasm�rr�1��11�a nc sr�a SOEa PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED FLOOR PLAN A2,1 0 COPYRIGHT 2011 ROSA ARCHTECTURAL GROUP 44'-0" o 25'-011 n Fi,OPOSED CAF, WASH A22 "a"=1' -m" (ON 11xll PAPER) v Ln fq Rosa Architectural Group Inc. 1084 SterkV Street St Pati, Mrnesota 55119 tet 651-739-7988 fax 651-739-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 i rQO� L9�. MIS MS MIK 9EDGMM q IOOrt w5 Mvrsn w r a Ilml w o.¢r AIrP�aoM Mo wr i •u • w. um® osm uoa x uie a *s sric 6 b145OfA pOII AIi MO 1W 1 x s� PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED CAR WASH A2,2 0 COPYRIGHT 20n ROSA ARCHITECTURAL GROUP ANOD. ALUM — GLASS DOORS e Yfot Food a c Defi PLASTIC SIGNAGE s TYPICAL BUILDING 51GNAGE 3/32' . V-0' !ON Ibcn PAPER) INSUL PAINTS H.M. DOOR PROPOSED BUILDING ELEVATION - WE5T 3/32' . I'-0' (ON Ib(n PAPER) W ='•'!'t PROPOSED BUILDING ELEVATION - SOUTH 3/32' . r-0' (ON Ibcn PAPER) n PROPOSED BUILDING ELEVATION - EAST 3/32• . I'-0' XN Nn PAPER) PRE -FINISHED MTL. GAP E IFS AGCENT BAND COLORED E IFS E IFS ACGENT BAND FABRIC AWNINGS $\�� ACCENT LIGHTING AAS F CULTURED STONE � 33 ANOD. ALUM FRAMES W/ GLASS COLORED ROCKFAGE MASONRY PRE -FINISHED MTL. CAP E IFS ACCENT BAND COLORED E IFS EIFS ACCENT BAND FABRIC AWNINGS A� k ACCENT LIGHTING CULTURED STONE ANOD. ALUM FRAMES W/ GLASS COLORED RT-. MASONRY PRE -FINISHED MTL. CAP WALL PACK LIGHTING TYP. FABRIC AWNINGS COLORED BRICK MASONRY COLORED ROGKFACE MASONRY PROFILE OF ROOFTOP HVAC UNITS TYP. PRE -FINISHED MTL. CAP COLORED E IFS WALL PACK LIGHTING TYP. PRE -FINISHED SCUPPER f DOWNSPOUT Rosa Architectural Group Inc. =4 sWft street a Pte, M mta 55118 tet 851-738-7M tax 851-738-3165 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 � Mawr as. wYr w � weow. a sm w uveas w e e uv w oxer aAsa w w.v i W] lOwl rml uwi M � 0 M ea a r�mo. � s e np.1tP w [ R VOR � M 1 r 4-44 PROJECT NUMBER: 21105 DATE: MARCH 18. 2011 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED A3,1 40 CO"F"q 2"ROV.4TMu%V.R PROPOSED CANOPY ELEVATION - NOI 3/32' - I'-0' (ON 110 PAPER) PROPOSED TRASH 3/16' - I'-0' XN Ib(rl PAPER) EXISTING. MTL. CANOPY TO BE RE -PAINTED AS REQUIRED MASONRY CAP CULTURED STONE NEW FUEL PUMP DISPENSERS TYP. MTL. HINGES CONC. FILLED BOLLARD COMPOSITE WD. MATERIAL ON METAL FRAME MTL. LATCH f BRACKETS :LEVATION - FRONT PRECAST GAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY TRASH ENCLOSURE ELEVATION - SIDES 3/16' - I'-0' (ON )bcn PAPER) 3/16' - I'-0' (ON W1 PAPER) PRECAST CAP COLORED BRICK MASONRY COLORED ROCKFACE MASONRY 5H ENCLOSURE ELEVATION - REAR CANOPY ELEVATION - EA5T/WE5T 3/32' - I'-0' XN Ibdl PAPER) r3-"'\ PROPOSED CAR WASH ELEVATION - WEST 3/32' - I'-0' (ON Pxt1 PAPER) PROPOSED CAR WASH ELEVATION - 5OUTH 3/32' - I'-0' (ON Ib ri PAPER) PROPOSED CAR WASH ELEVATION - EAST A3] 3/32- - I'-0' (ON IbcR PAPER) (Jc,-'� PROPOSED CAR WASH ELEVATION - NORTH PRE -FINISHED MTL. CAP E IFS ACCENT BAND COLORED E IFS E IFS ACCENT BAND ACCENT LIGHTING CULTURED STONE NEW TRANSLUCENT PANEL O.N. DOOR WALL PACK LIGHTING TYP. COLORED BRICK MASONRY ANOD. ALUM FRAMES W/ GLASS COLORED ROCKFACE MASONRY PLASTIC SIGNAGE 4'-3" n r ENTER EXIT INSUL. PAINTED H.M. DOOR COLORED E IFS EXIST. GAS METER Rosa Architectural Group r Inc. =4 S wft Street St P" mwwta mm tet 661--73*-7988 f&x 854-739-3186 BP GAS & CONVENIENCE STORE REMODEL 7905 GREAT PLAINS BLVD. CHANHASSEN, MN 55317 i �wr aw7r ar w w-� woa-a a ■wa ■r we,wo w i■ a u■a, w wst ■ww■n, w -rr i • ■V law■ w■wn us, M iw- w M w■ - O w■w■a W■ Mwm w■>ti 'm � Fs�� PROJECT NUMBER: 21105 DATE: MARCH 18, 2011 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED CANOPY CAR WAIN .9 TRASVI 04aOSOW ELEVATM A3,2 3/32' - I'-0' (CN Nrl PAPER) 0 COPYR"ff 20" ROSA AROIMECTLAAL Ql"V Rosa Architectural MULCH Sm 5H5 A5 5H5 A5 15H5 p AS 5m A5 EXIST. 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CCC cc* OID0 000 000 Cb0 000 0L0 0fl0104Y7 000 mD0 000 moo 001 002 00i 0ID5 0 13@ 203 4109 0.10 052 0109 �d 008 006 0 023 001 Vol 0 01 00 00 00 OIDf. 0� 000 020 000 0�2 / : _.. ^^C -X';e9 000 000 O00 00L 000 000 000 0ID0 000 0110 0' 00 d C Cx 0110 Cod 02d 000 0 I ...0 _., x OCC - "D 0' I I �C� I I00o 0110 000 COO 001 00 002 0'- 0.11 0.,2 0' ' '1 BI 058 058 035 024 01 006 00 01 03 0 02 Od 00 00 000 000 000 00� O00 @00 Coo coo Pao 000 CG: : - P � ^ C00 000 000 0' DE 000 moo @mO 60 000 0' 000 0 ^ oo _ or : c C.'�x COO ore 000 CDC x coo aC :: - _ _ - CC COC 0 ex CLIC c 0ID47 0Ed C ,^DC OX moo 000 CPA ODI o01 D: E - Cb 045 031 Ott 022 011 020 016 009 005 ' t E' CAO 040 m0 001 CEO moo moo 0 4'IDm 02d 0170 000 mfli 000 CDO CO@ C:: :: - • ^ 000 000 ono 0' moo 000 0047 moo 000 moo 000 000 00' wn• m,.r nr, ,ro mw o. iov* .r C C P.DC _ - TI„ / r _ � .own n 1c a ,wo. w w�a sfvaoi. ro ,�[�,�, Cl1 / / _ _ _ St c 0x EDC 0D010E0 000 ox C `GSC EDC oDc .: : ; 0 000 C00 66 D0 e00 eDC C�7C EE0 000 m IECC mDE m0C E00 0Q CL:: - ID6 a09 A . , 016 'JI CIO 00G e01 0' cc. C '470 EDC C -0c cDc obo obe 11&400 000 COO COO COv'vv0 Coo OcC .. _ ... / _'C 000 000 mD0 d,0@ e00 000 mD0 000 E' 00000000, ' C C C Cx 0ID0 O mmC 0Od E EC C,,. Cx CCC :. _ : :. _C ED0 0ID0 0td mom 0170 000 000 JODv 000 mD0 00410' 00�m1 m2 Om2 ooh EG 002 004 of 066 m• 004 OD 001 CDC 'x Cx EDo coo mW OW 000 CIDO 000 coo 000me0 000 C:::.. I! _ _ _ : :: - _.......: x 000 mID0 mE0 m' 0000000, 0 C C Cx 0nm Oaml04d Dom mx CCD Cx Ex 'C CCC CCc Cx C�7i0 Onm Ore 0nm Dn0 mnm Ono o00 Coo 0 0o COE 60 m 0 0 C CD! 0470 0 m0 ODI m0 002 002 007 is EDC Dna 0x CDC ECC E x Coo mOdODo mna 0nm mam m�' "00 0170 mom mn@ obc-C'C'o cc �Ji =c C. ,.: 17 m,¢m mim moo COO 0011 1 C 1 / ��rr""/ / 11 awa d C „ coo 000 @001020 ono OCC C' 020 000 00 mx cCc cx cx 000 mc¢ cx Ox COC 000 O' O 0000 omd Eno 000 0' cC' C ::-x 000 One 0110 000 0110 moo 0 mDo C' CLC COC m' x 04X7 cx EDC CD"O"O 000 000 Ono of 0a oAv moo 000 mio m' ;.x CCC COO mOC ,.;, _ _ _ 00000000, I L / ! E[n7 CCC „ -'CO 010 010000 01ao ox C Cam 000 01e ono ono C:'::_ _ - - Cx 0 aEm 0io Cx :: _ : x Ona mid 0110 000 oD0 C' D0 0 0' ., CCC E' Cx COC Cx C& 000 000 0Ld Onm�72d 0ID0 000 Did 000 0j4�0 ,'. CC : - -m00 000 ::::: _. _ :c owe, `I / ar. \ a =-..r '¢ ., D EL7m eLe Daobno Dnm mx C: cx Dnd, oam o ono EaD mDe caE EDE 0047 mom mie onm mne ene eie e17e eaD onm ono aec Ex E' ..-- , M Ex mDe 0017 mam Ex ^' cx cx Ex ^ cL7o C&CDC cx �x'oi7D oad om cx cr�d,'bee mLd mnm mom oDymmc e' - :x mom oaa ..:::. - . ,� a „�, C CCO 000 OD0 �ID0 0470 0x C' 000 ODO Ono 000 000 0 De 000 000 ODE 000 000 0110 000 010 0110 0Ee 017E 000 000 Ex Cx Ex Cx Cx Cx CCC COC C' Cx .,x r C' .,x Gx 000 EDm Oi�CEO EDC Cx C1X7 Ox 8'.YE Ox mom 0nm 00C,:� _ : " - _ ' ";�' `�. _ :::.-- 00 00e ODC ' C Cx 0110 000 CID0 0IDE 0 41017 000 000 000 000 C17c omo 000 0ID0 000 obo Cie 000 010 000 000 obo obo 0m CDC CDc CDC 60 oD0 c& 0 , x x C' .R' Cx 0 COO 010 010E CDm 000'0170 0L'C Cx Cx ^y0C' Cx 01X7 Cx 000 000 x ' ^ 4�'::C - Cx 000 0' �\O C ECo 0Od 000 0100 000 000 000 00 0110 000 000 0047 c�OoE 0oC 0 0L0 000 OiIO obo 000 obo 60 0047 m' CPA 00o CDC mac CCc 0' 0 EDC Cx CDC 0' 000 000 60 m�d000 000 0110 COLO �1tx Cx Coo Ex /473'1I-0 0 'b00 0' coo obc CiIo 060 w c " Cx COP, C .. 0D0 010 000 0@0 0110 000 0' 000 0110 0110 000 Dom 0047 Cao Oi0 ODO 0 - aE D 01d 000 000 020 000 mn0 CCC - - - _ _-cc 0' 0147 CDC C ., x cad 04X7 04d 0a7�Dm 000 000 0170 0ng,e>I:L7 000 Ec%o GDo Oo;� c CoO oCOO 0 0470 0017 CoD IDC 000 vim ' C .... DO 000 ON 00P Doo Ono 020 moo 000 Ob0 60 60 ODc EDC 000 env Cie 000 CC ': Civ 000 000 CDC '" " Cne 0 - _ - - - - - -_ Cx Cx ODO Coq'=- coo 000 000 000 47w00C OOc C047 Cx Cj' ec �^ x C' x Q9f c coo coo C COO Coe e% C Dc cDc Do mnD 0110 eo� oa0 Eno mLe 0 - . ,-. _: - . _.- j PROJECT NUMBER: 21 105 C M ' ' LU DC DO x C D0 O17C DD moo c C' . CE 010 0 x 000 0 oA" d Do ODE 000 000 0' 000 010 0047 0' C✓.:. _ - - _ _ _ _ _ - - - C c��DEI 0 / DATE: MARCH 18, 201 1 ^ ' "OO EDC ODC OCd E 170 01d ¢ x EB�. DEC D0 _ _ . _ _ ,,., , .. , :- _ x DDO Em Em m17� m 000 000 mD0 mx,e CDO 0ID0 0IDo 000f7oo D 0170 ODO Ox 000 0D@ 0ID0 000 0Dm 0 cc OAD @IDC' / DRAWN BY: KF d DC CCC C Cx 000 0L010PA 020 000 0IDC 000 Oft' :.:: _ _:: - .;C 0110 0470 OIDO 000 aD^ .. Cx 6C 474X: CDCGC cD0 COVO COO CD0�7em OOo COC 000 000 0490'4700 000 0470 0170 0' x 000 OOO 000 oam 000 m' 020 000 0- CHECKED BY: RR C x Cx C Cx Cid 010000 000 Oid 000 CPA 000 C • x moo 000 000 coo OW 000 Cx Cx COO 000 000 .,x CCC = Cx Cx obc 5x Ox C60 Ox CDC 60-6 0 000 COO coo 090110 0110 coo coo 0'' C1 C Ck Cvc OCC Coo 0Lo oio 60 Oir REVISIONS: D x 017¢ C.. -bc COO COO, qno moo CDC Coo COO 0' -: _ _ _ :-- _ _ _ COE OCC 000 Cam C .1 X, C' Coe Cx Cx CDC CDO Ooc CDGGrcC ELIC CDC Cx CDy e c did Cie did 0000* 000 Elk^ COC CDc c6o Cx Cx CCC coo 000 Do 000 000 ' C tc EL7¢ ¢ x aid enD 000 0170 000 0170 ¢x C _ :_ :Do CDC coo CDC C' CDC cDc Ex cDc cDc Ex mLd�im mnm EDC C c Cx C, eE ¢ Ex E4SE Eid � @' DE aDc cDc cx c x cx Cie Ex CD- '-Cc Ca CDO EDc r- PROPOSED SITE PLAN \ _ :O Do EDE EDC Dm aid Die ' v00 ono Coe ono Did Ex _x COC C.. _ -- mm maE COC Cx Cx CDc Cac Cx s�@ad mid mee mac cyre EDE cDE cLx EDc -0p dio mom CDc coc cx cx cx cx E� cx c x cx Eoa Ei' PHOTOMETRICS I / N i FfROFOSE) 51TE PLAN FI40TO IETFIC5 PMI I I" = 30'-0" (ON I1x11 PAPER) PM1 11 6 r .iM• YG ,"Mal ALTA/AGSM-NSPS LAND TITLE SURVEY ,a,A LOT 2BLOCK �7905�(tEAE 1 IAT 3 EASTBILA .LAMS HOl1LEVAROcATEWAY K �� BLOCK 1 CHANHASSEN, MINNESOTA SS3T7 1 V-voa EATEN EASTCITY , GATEWAY EAST OF CHANHASSEN ';,� TITLE COMICM [ENT DESCRIPTION: N'cnvA :� _ ' ;oOCARVER COUNTY TA wTr IHINa -a sses\ STATE OF MINNESOTA Yom• THAT PMT OF TIE NOR`<MEST QUARTER OF THE NORMEAs- WARIER (MITI/M OF NEI/s) OF SECTION TMTEEH(TJ).TOIYNSiCMEHUMORED SIXTEEN (116)RANGE TENTY-THREE (23). CARVER COUNT.• ��(J35.]5') (N697.']I-E) ''M' aac�•N�rR•'I[*a s,a[ o- • °` (SJR MINNESOTA, DES{Ae6ED AS FOLLOWS: r Aon ur 'r 77.53 [ © )]6) b . EWKMKR PN4 I _ t ® lyy2 ]A rauuo 3/iT R �°R 2 111 T7� ,1 �1 I, " 6266 29 E1 _66) M-,rx,• PART OF THE /+OLw 'y,_II, COYKNOMG AT THE NORTHWEST CORNER OF SND NORTHWEST QUARTER OF ME NORTHEAST Q1MTFl1 WI/AJ THENCE SOUTH ALONG WEST LINE OF SAID NOPr WEST QUARTER OF THE NORTHEAST • -'�„ a HN NMI- _ J. R I 1/4 OF THE NE 1/4 �_+Y---. N!al.caWaw._. (NI/4 NM/4 OF NEI 1, SEWN HUNDRED TIMI AND SEWN TERMS (722-] FEET TO ME MIU4 �+. _..-.NW a E VY, �: o^LN •IT SEG �116N, 304 PONT OF BEGINNING: THENCE EAST AT RIGHT ANGLES THREE HUNDRED NNE iY-51X (MG) FEET; THENCE NORM FEET; THENCE NORMEASTERLY ON A �IT•:�,,9T .-,M- -13, �.'-F3R1 EI p ++ I 1 j.7 .,NI " Ki!` CITY OF CHANHASSEN .->$ ji,4,Pl " `C� A� a e-��`•+Lr {�'�} CARVER COUNTY AT RIGHT ANGLES FORTY-FOUR AND EK]HlY-fIW HUNCREDMS (4465) UNE PARALLEL WITH Mo ONE HUNDRED THIRTY-TWO (132) FEET SOUTH O" THE SOUTHERLY FIGHT OF NAY UNE a R7RU1G0. MILWAUKEE $T. PAUL a PARC RAILROAD A DISTANCE OF ONE HUNDRED SEVEN" NRO SL'RYEY STR I I I STATE OF MINNESOTA r -< / 100, TWENTY-RVE RWWNDREDTHS (170 25) FEET: THENCE SOUTH PARALLEL WITH THE WEST LINK Q SAID rNORTHESi p ) I o 1;, • S� .s.IN wH /t \ �ss QUARTER OF NORTHEAST QUARTER (MAI/4 OF NEI/4) TO -HE NTEI ACTTON WITH THE NORT1!ERL RIGHT OF MAY UR[ OF NEW UNLINK NGHWAY NO. S, THENCE SOIMYESTERI-T ALONG SAID NIGHT OF WY LINE FOUR c W I I I 9: L� � V, / �.}R� ' f' I N 4PlT MINRED NINETY -9% (4%) FEET, MORE OF LESS TO A PONT BEING ONE HUNDRED (100) FEET 6R, �t •�M I I A_ eN ¢.. �$� ~ >•Jn^- .WW�H 4 / r P� •'�'�*T"' / WGRF1EASTERLY FROM ME INTERSECTION OF SMD RIGHT OF WAY ME AND THE EASTERLY RIGH G WAY EXTENIICI 6 TRUNK MGMAT NO. IDt; X (96) T. MnESTEFtLY SS. T ME PONTMORO R T EAS ER MAY ME F NCM IRIRK HIGHWAY NO 5 MKIY-9K (%) FEE i. MORE a :Ess. 'D A ONE on THE EASTERLY Ng1r Of NEW I iii: I W N.. • / / ' MY LIE OF 1NAM "OIMAY ID 10,. SAID PGMI BEING GRE H NDRED (100) FEET NORTHERLY FROM ME (R I (� I�•o Ia ¢S g E® Id w TTyW� ' TFJ�s /• INTERSECTION OF NEW TMUNH HIGHWAY NO. 5 RIGNI OF WAY LIE AND TRIM( MOHWAY MOFQI RICH' OF WAY LIFE E%IE14ED; MMO KSTEPIY ALONG NOtMERtY WGRi Of MY LNF O" THE HE1 TORN INi1MAT NO. 5 ID, P•� q•p y� Y-" /'' / //.'� AODSS Mu NK NIGRYAY' NO. ,01 M THE INTERSECTION TWM ME EST INE OF SAID NOITHEST QUMTER O NORTHEAST QUARTER (MAI/4 OF AEI/41 THENDE HORTERLY ALONG SAID EST UNE TO THE ACTUAL PON- EXCEPT THE PLAT OF GATEWAY EAST, ACCO=". s- STATE OF MINNESOTA I8.e Ib d, I .1 4 0 o pl a-7gRir't 1 - <i ,G i 10 / �••M / '� / �R� .Www - `'1�N' / /' ///' oF� .r O BEONNNG, AID g:ATE N [MVEA COUNTY. MNFESOTA. TOTICTHEREOFw nE a O EcoD M ME OTTCE O THE COUNTY REVENGER, CARVER C01n *. C50TAAT ABSTRACT. i I I ".� I RSCS 6 P i o ^ c .v LS11yySl'99'-0 / / , `_ r ,, JIj OS / • F ,/ / SURVEYOR'S CERTIFICATE I N 10 NIR • -Y A S ATE OF g�/ �.I © / /'//'' / Fit e' //'' TO: KNALEO ALQUL BP PRWUC IS NORM AMERICA, INC. ANO OMCAM NE NSURMCE C(APANT, ERE N Mi ESOTA y I z" F� ° I N �' �P- krj / �'' / THISACC •S TO CERTIFY MAT MIS NM 01 PLAT AND T E SR ME ON WICK IT i5 BASEC MMC (i) ACCORDANCE Mm HE IM.YW STANDARD DETAIL REO MENENTs FO A rA/AGSM AND TITLE soli DP 1 ' S V C � cls wv.• H11r cAs rw / Y$03 I' '' ID '" 10 / 1 6. JOINTLY ESTAWS HED AND ..TED 6Y ALTA. ACSY AND NSRS " 1999, AND INCLUDES ,TE115 1-4, 6. _ :V A C® I / / J / 'i 7;o) -(c). 6- 10 1'(0) AND 13-16 O' TABLE A THEREOF, AND (M)-LR$�MT TO THE ACNRACY STANDARDS T45 ME ITIM /'' / �N I 4 •� :.. / » ' (AS ADOPTED BT NTA NSPS AMC ACSY AND IN EFFECT ON THE DATE OF GERTIFICATIOR), IMDFRSOEC FURTHER CeRlilEs THAT iK 9.IRWY YEASUREMEM IS ERE MADE N ACCORDANCE MTH TnE INNM,M REOUIMMENTS FOR SNRAT MEASUREMENTS MOR CONTROL LAND • Jn'H ST rr p ' • L♦V� Wi �m10MW AWINK '?5 4/ ••AT I ' / - / ' / MGL£. G$IMO AND CLOSLE BOUNDARIES FOR NTA/AGSM LAID TRE SURVEYS•. c F 2T ~ �� / /// MS YM OR RAT O SRAM O rHE PREMSES SHORN HEREON 15 THE SALE AS THAT DESCRIBED N OM M EFFECP.W DAX' O SURVEY ( "T97 / AM. RTE CWWIYENi WY�R CA 24SN. OCT_AGG TIOBER 217.2004 AT 7.0)COW SITE ., /� //'//' .w�'6...,. ` y 11 "F'� a. `3415.1 1 ~ / // ' // /IT E2'.889aR: JS Y a1 I ,!•" /' / ti '♦♦ •i4� � - PORK D. ESOES NM. PIMN LIC. W. 22663 f`0.`•6 CITY OF CHANHASSEN • _r 1 d ' / "IR W`WWI INKNOW I I I ) '' / / / ' / MY NSE MEWAL DATE IS. E ]0. 2006 LICEEJIM.LING`,:+" SHEETS COVERED BY MS SIGNATURE a SEN: PACE I a I nE SURAMCE COMPANY DATE ORIGINAL SAVEY. JAY 01, 2005 TITLE RI BY, CHo"GO nN O a GRAPHIC SCALE / I I I I 1 • /'' pQ ASIP♦� DATE UPDATE VEY. N GINGER No- CA 2.361 O SUR DATE O CH LAST REASON: MAR22 2006 EFFECTIVE DATE'. OCTOBER 27, 2004 At 7:00 AM. IN FEET I IAAmc O 1.x10 3.IWD i i I y, i wcr p•• ' //• i /' /'' nO� ✓' Y CERTIFICATION OETPI VICINITY MAP ,N,6 1 I I I i 1� ///'/ /' �� Y OF THE WORD -CERIFr M'C RUPCAnG1' BY A LICENSED PRGESSGNAL LAND SURVEYOR, n IH ME UM.^ . PRACTICE OF LANE 5t.R*TM, CDNS71TUTFS AN EIPRFiSON OF PROFESSgMN O NIq REGARpNC F0.A'CARTSAN O FINDINGS NNIGHT ARE SMECT OF TE CERTIFICATON,W CIs N'SI(T r I I E swpia wYTEKsAs 1WARRANTY <^PS 4MnTf ry EI --ER EXPRESS OR SIRED. [rne TV BASIS OF BEARINGS: - / g ' f /' .�` /''/ SURVEY METES AND BOUNDS DESCRIPTION TIE BLARING G 500-J529E ALONG THE WESTER,Y INE D, THE NCRTNESI OUARTR O DE MWTEASI TIE PM., A IPE OIY OF CIAMP fN, IE _ • ii �,�W L ( F ' aY" /' / • --AT PMT -DWNS GUNI SECTION 13. TOWNSHIP 1169 NORTH, RANG 23 EST, OF 5M CARVER CONEY. STATE O MINNESOTA. WAS USED AS THE BASIS O WARNG FOR MS SURVEY. - I I I1 I st //' / .TENNI' / ,/ / A SURVEYPOF OF NW % OF THE HE 1/4, SEC70N 131.6 NI RANGE 19 REST. OF ME STH M.. OTr O c.AM.ASSEN, CARVER CX"NTY. STA'E Of NNNESO',NP k MORE PARnCUUAR-Y DESCRIBED " o+P t Lo As FO � FLOOD ZONE DATA: n �iO /.p� I COMMENCING AT THE HW CORNER OF ME %W I/4 OF ME IE :/4; THENCE SOC'25'29-E 722.7 FEET ALONG THE WESTERLY LRE O SAID QUARTER; THENCE N69'3� 31-E 60.66 FEET ALONG A UNE PERPENDICULAR TO ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F E.Y. A.), ROOD INSURANCE RATE MAP "C- OF THE LI - / p THE WESTERLY LINE OF SAID QUARTER TO A PONT OF ME EASTERLY RIGHT O" WAY UNE O' STATE TRUMP HIGHWAY N0. 101, AND THE PONT OF BEGNNOF THENCE CONTINUING 3.15.35 FEET KONG A (f.I.R.N.). EFFECTW DATE: JVLY 2. 1979. ME PROPERTY SHONR HEREON UE$ NMN ZONE COMMUNITY PANEL NUMBER 270051 COO B. ME SUBJECT PRDPERtt i5 NOT LATIN A DESICNATEO ROOD N / E S74'O LRE PERPENDICULAR TO THE WESTERLY LINE Cf SAO OUMTE/f: THENCE S]4T4'29"E 6266 FEET TO A PONT HAZARD ZONE ERTLY RIGHT OF OFYWA1YEOF MUNK K OFA STAR TO CORNERFEET ACCESS STATEMENT: TGE HE EASTERLY D ALONG THE MOA-HEERLLYY LNNE TRUNHIpWuY T01 5 PARCEL DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT 14 10-4: THENCE -" 2098 O THE YNNT:SOTA SEW-SC''6-W 34.b FEET A.ONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORN[p OF SAID S' ;CE E MCTE VA ACCESS TO THE SRLEC1 PROPERTY 5A -D �. RLC:_" Jn -E NCF MSNXLIEU BOULEVARD, ALSO KNOW: AS SPATE TMRN IWGHWY 101. A VAWABLE WOTH PUBLIC RIGHT OF - ♦ I RAF'' / ME PARCEL 2098: THENCE N59-,5'32* 65.53 FEET TO A PONT OF E EASTERLY RIGHT OF WAY LURE O- STATE OKAY INNS MINNESOTA, WAY, AL1 N ( O TO^F CHAJINASSEN. CARVER COUNTY. STATE OWM ` y GRWAY NO I NCE HOOT100 E :FEET ALONG THE EASTERLY NIGHT OF MY TRUMP H % THE SQUARE FEET, OR IME STATE iRLRN HGFWAY NC 101 TO TPE POVr O BEG/NFC CONTAINING , 1 tP I / ` VS `� TIE PROPERTY DE$ONBE3 ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED N CHICAGO TTLE INSURANCE E L COMPANY TITLE COMM TMENT N_MBER CA 21-184. WITH M EFECT'IE DATE OF OCTOBER 27', 2OD4, AT 7:0D AWL N t1 LS NOTES CORRESPONDING TO SCHEDULE "B" _ TMS ON TITLE REPORT PREPARED BY CHICAGO TILE NSWRIVNCE COPANY, COMMITMENT �Oq µo Y / SLI IS BASED FILE N0. CA 24361, MM AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. SA oN "ALTA/ACSM-NSPS LAND TITLE SURVEY" � ITEMS NOT LISTED BELOW ARE STANDARD TIF FXCFPnOHS ANO/OR ARE NOT MATTERS OR ISSUES MAT PERTAIN TO MIS STJRVEY. "2; E GRANTED TO YLLACASSEN AS CREATED IN BOOI 103 DEEDS ASENENT FSEVER LMCE OHANH OR ®PA I g !I'VT I�RY3 A.A`� I Y I B3 AS DOCUMENT NO. 11105 DATED J ,WARY 16, 1971 FILED FEBRUARY 1 1971. MS ITEM GE INTHE E SUBJECT PROPERTY AND THEREFORE HAS BEEN PLO"E0 HEREON. _ kY?2i P ©MP'-N0E'iSEOO TA CE➢MiNflT Of iMSPORTAGN RIGHT CF WRAT NO IC4 PLED JANLMr 26. '91 THE MSI E�1Fi WS COMPANY A nY YSTt Na�NS / Yj3ySwig o X<�E:a.aec �a: is <aNZa A$ COCWENT MO 121231. X15 Iu wrs HE StiBdCi PROPERTY no ^ERE HAS BEEN GO Ni4u lnarlFr%N�wilrirw Ne MLNINwN I _� Y I 2 I I HEREON. IT2]o N.wlo•T R.ae ` : '''. (r aeoosoo�o6000aoeeererao Y€YYYgg� INN XEI'dIEILI'I'd"Id'�YIIL'IBIS'1(6'L'Lb'coo WwINLFT t 7 ( 9 I ) ¢ STATzbow OF SPECLL NO=. W � TIE CURRENT ZONING AI10W5 FOR THE CURRENT USE O •.• eoi lWP!!j•IM:•'rD}3:.6H -""x i � I 1 ) -.ERE IS b EVIDENCE OF RECENT EARN YOVNG WORK. BUILDING CONSTRUCTION y L ADI OW THE VUBECT PRQfR-Y. WARN TIE LAST CA CNDAR TEM_ I a I� I 1 OR SUI.9Nc ZONING: MBH' HIGHWAY AND BUSINESS SERVICES DISTRICT: --- Y.1 D� AI30E0 TO GENT 2A1 H- �P<j;dL 1 THERE IS NO NHNOR%CE OF COPIITN AR PROPOSED RIGHT K wAY CHANGES FTd TRIC STANDARDS: V G 4/N ORIGINAL SUBIWS90N OFSURVEY CONTROLLNG.u65ncnars. I I I ZONED "SIR' HpHwAT ANO 2,:5\ES5 SERA: 5 05116C" ARTC_E Xw REO.iEMEMTS .. DA2 Rf 9 trial. •,:.'^ �}' I THERE WAS Mo OBSERVABLE EMDENCE TGT THE 91BJECT PROPERTY HAS SEEN LISTED AS A - I 1 I SOLD WASTE DIM. SAP OR SANITARY LANDFILL FRONT YAAO DEF LAST ARCM ON 4EMI YARD DEPTH HM11N LOT A(EA euliE HEIGHT E I r?i•'ai yTr ii I Y I I I I ANY ONE SDE N SQUARE FAT STORES .D BP PRODUCTS NORTH ad;»'I• aqYg a=s p.I�< O '4''yY�i j�•�3'i KZY� THERE WAS NO OBSERVED ROE -ICE NAT W. SLAWCT PROPERTY OR MKHWN I I I I oaWWERE USED AS A CEMETERY I I I . PROPERTC% 25 FEE` 0 FEl x EL x.00c REFERENCED TO SECTON 20. OFF STREET PALMING AND LOADING SPACE REOUREYENT$. CODE N0, 21-112. ONE SPACE PER GAS RNP ISLAND AMERICA, INC. � y I I I I I a=• s )Fi.,y-`ii 3'ei,sy8 _�`EEoi GENERAL IlPB1TY NOTE: RVEF O TOTAL. NUMBER O SPACE: E�XS SPACE souNCE a ZONING NTroRMAnoN' �� a `g�E�6. �'>s B F� W0� y� SY . $2.H`.YX �i✓i Y THE BEEN ST��AWINI�GS UTILITIES SURNEVORR HAVE ES GUARANiTETEE�THH UYUnE5 D iaNQUCREo iOSH EPARTMENT 7905 GREAT PLAINS BOULEVARD ibl��£� u NO T THE HEE I NDOIRQQIIq SOWN COMPRISE ALL AXON UTWUTES N THE AREA EITHER N $'FACE OR ABANDONED THE 5 PLTNN D S'MDARO: z -100 MARKET EQU_EVARD CHANHASSEN, MINNESOTA 55317 -t-C�k�L'i'keYCGQ'L•kq C24'kL^M_�Y SWWTON FURTHER DOES NOT W/ARANi MAT THE IWNOERWOWD MUTES SHOWN ARE n EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTFY MAT THEY ARE LOCA IED AS ACCURATELY AS POSSIBLE MON THE HANDHCAR1 1 COMPACT _ 0 "+ OiANNIASSEM.7YM�$OTA 55]17 6 PH.. 952_ o'I�XXSI'E8i5Lr'GI'B!S E! Xoo2(So INFORMATION AVAILABLE NMS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTEUTES SOWN HEREON TOTAL 3 krr}tr c' _ ' I-, :; p: r9 1QNNESOTA - GOPMM Na THKS CIti FEE ''`t" Soo -M-1166 STATEMENT OF ENCROACHMENTS: GATE :MGH 22. 2066 APPROVED CALL BEFORE YOU; DIG! THE ORB ENCROACHES OI TO THE AIB{CT PROPERTY BY 12 FEST ON THE TESTERLY END AND BY QO7 FET ON THE EASTERLY END. CNN. • 2E8 1 STa\BRG.IGH. EI R R 2Y_t B - - - CFF] PY KI - PACKAGE A .1$S 10.. OSB]OASTOWG IN. 278Y9 BP AMOCO STATION TITLE SHEET AND NOTES CHANHASSEN, MINNESOTA GENERAL NUTES The nformotgshoes on mese b.". _"type Ono b w_ W uetnq utit= a nal quw _ to a «curate w all ncyaias. IN. mtracto,u respansd tw "'Deng his m aetemibtan as to type ah'locpt— of tides Ca .soca, to owia damage to tope utiiliei Cont«1 Gophr State On Cal at (651) 454-0002 fw e.ntng utility orations. The contractor sfMl file, car ify ails., elewtan, ono I«alien of e.islnq onilwy sew alwm ae. and .alermoa ono notify Engineer of any diurepancies "r. to the .lwt of nst'I.Lanis . nstanatims shall conlwm to the City Stmawd So Ii tans "OnirpCtp "I notify City P.— a ks Deportment amin m of 24 ha, prior to the nterrwtk„ of any seer w .Oto w,-;c"to a ising homes w Storage a "'atrial, Or ew__1 "I not be alo.ed an pooh st.Kla w .ithn Public rigrl-Ol-.ay A MMesoto Lamed C:.i1 Engner -t OINFW Intl cwtFy as nto,h" ease 4 -fool high caw highte. Notify City a mnihum of 48 now, wiw to lM cwnmencement of vection. 0 b immg permits sill be i.W.ea for trsea removed. Tree, wW scab moat De nmOwd kwn site w Chpoea- Tempwwy street apo we rea,ied to IN, nslassa as sow, m conat_l_ Degi>- Sans "I be or apwo.ed Fze .name resist"'' caw « hh—a.wa .+ti reploced by permonent ayna. WATERMAIN NOTES E.iatehg .atwmoin kicalan aha Site shal be . ifld n the fiela par to cmaVuclim. Notify shgnee of any di _Cie. wiw to my natwatrons. Wot•rmpn shall Ica 6' ductle ion pipe (DIP) senM oved t. 52. apprplmtk film wap is rsWieo on as DIP pew- PO"ft wefwmea—totan, PPG Faomglpse, w approw0 Baud .here itwy ,ser w storm le— woo ..inn fa' f —thh,— SANITARY SEWER NOTES E.iati,q schilOry ae.w I«Ilion, Oil,. and elewtiOn andl be wkfrd in the field wiw to cohlit—tiro Notify "I— of any dacre Tea prier to My nalraotions Swlitwy W.N .w.:ce Ppe aha fitting., neoUd", •W .. M,M be 6- PVC SOR 26 minimum. Srvice bcnlbns sh s D! ifiN i Odd , to my naldlaliaru. CURB & BITUMINOUS NOTES Rw+ovd and disposal of •atop sheet mat Nide as.eau'+ea for construction is cahsi Neo ntidenta. Swkmi.9 of caro is i1did—la, to wD nstWotah. Jae In NIC Contra rr,•®/e, n «Cwdwlce .ith VI, Mnh•soto Mmual Of '. an Traffic Contra Deuce. (MMUTCO) md hec_y .Nene.. grading. utiil y, w po.inq Operation _c`-` -to oAaoent street. w p,Cta riylt-of-.oy Reetwe baturbed shut to e.bti,g w betlw .ectiw,. Sa.-cut eoelinq bitumnws and conw•te cure to provide batt -pont Far ncNes of Class 5 ,haw curb is ncidshlai to curb ilsidbti., GRADING & EROSION CONTROL NOTES Pray to my gra N,g apratans, the cohl—le, soon eaaldl o rock ihn uctiaw1V 4 cab pwinetw sit fence IF M,-wa w plm. (Cont«t city to aspect w —11d mes w—to Tailing oprtit—s, if w —stn y ) Addliond silt fr,,. may W necsawy it Ica conaihah. ream•. PrO,kde roCY Cmatruc[ion anirmce a1 dl bcalahf .TIN! CohslruCtion lraKC mese. onto ..damp bltumnoua rooaeays. D.«t dl construction site run-off to trmporwy tied wtotim traps w oths. Engineer-opprowd ..Einem --m es war to aiacnwge from site. Ds.Olwng orad/w Damn bannq di*mwge shat be airuted to to pwwy sedimentation bmi,s/[rope .h scar posside As oac.org. Pants ahtll w w—ately wotectm from siascan and scoar wwgh me I.,me of aDwouea energy ail tepatim devices. TempwwY w Pwmoneht rr4Aa, must be uniformly applied by mea,mical w hyo/nK.kc "'sons and staki. aeo by Inc-oncNwnq w uu of .'ai sW perform ,rte grodinq m on wed-by-wea Oasis to min z un 1mA.zw Wecas As each wet S cmlpetea. on C.pOsea soil must hale tenlpwwy eros,_ contra proles lien Or tNlnment co,er ei sewn (7) days- A, BMP* must be mantaned eilh wopsr functan uhli dl pts .wk hos Cees ctmplelsa ono site hos undwgane fns slaDiiiahon. Owlroctw to po.ids oup,olea conC'e" 1rVck eaNwt wed eilh apwaprate spnoge. Wbehoul weo is to De a mn"vrken Or 50' kom alarm ban; arches. Pana.. or olh., at 'th features u 6Vub and soles .Date geneoted Dy _'. eashwt oobrolans must be —timed n O leak -wool con tanment i«ity w knpenneable In(e 9. pat -day'_. � inpN,neable geo-mwr,Mon•). AIW tf •t. 1. Weak-Mp Ina dispme of wope"y AX sod, seen, molar Dna fwlli:w shall conlwm .itN the fol,. 9 MhDOT .Pecl6caGona as moat d Delo.. ITEM M -DOT SPECIFICATION/NOTES Soo 3878 Seen •• 3876 • Fw tvf establishment MhDOT M..t-260 (100 O,/owe) _ CR MhDOT Muton 270 (120 Os/owe) Twhpaiory Fal Cosmo Spring/lk,mmr 1-2 yea, cover 2-5 years cover MhEOT Not— 1000 (100 Ibs/acre) M.DOT W.ture 110 (at 100 tats/owe) MrIWT Yi.twe 150 (at 40 Ips/owe) MOOT Yulwe 190 (ol 60 lOa/Dere) uacn 3882 (Type 1 - Doc Ahchwea) Fertiizw 3981 woad Fier SlMkel 3885 Cat y 2) • Mo. a mnmum o1 once per 2 es•om • Seeded we . M,al W ihm "'ached w Gowned by firaus Dlm4e11 to protect seeds ma I._ .Dane Cm VOCLar to wOa+de IopsW Stockpiles at I«otan aespbtea by - P_. atoCnpites as for korh or-i,w—ys as Possible. Proves. Sit fence at aOsn.h.wn abs Of --F'- «-lana. f lit -414.d la be npl Oce li ,g mm 7 :,., woviae seed and —'Oh Feotwea to D< conaVucted Ot ens of wolecl only oltw at-biieafron Of uos Vaom tra.,ag. weaa Any tempwwyw Pemoh.nt Itch toot aero* .ate, from the con.Vucllon at. w 6-1..ave warnC a site, must w slabi'a.d ems 200 Ined feet kohh the woZty line w ham the Dont of dso urge to my -f sate. Stebli,Ilan must take dace .ilhn 2. hard Of Cw In q to o wAnce eolw The amts w Ino. Pay aowid attention to Waayacent wooli Ines wad —, aur, the woa+m antra I—,— Pia". n those ween wewnl m w,tim of .edinenl onto aajxenl i,00sitiss. The oahl—Ica aha manton sit fshoe, iaaud" the r.mova of « i,,iotea wWmr,t. mvwgh -0.1— of buianq conswction. Sit 1w,cs to be rwhoae lyy after competion of b.,idnq c is lion and Mawr estobhsnmant Of •89e Pr 1 hood ripe, blanket for all weaa of conc.ntratea Ito. cab for m .We, 3:1 o, grealr. If any slope" aopew to be foing, odditiond all lance. biwala cad wosan cohtra amket NM ae aaa.d It needed Fad grade seas weaa .Pon ataWzalan of —I,— weaa. Sad dl 111 I ed dr—oge uveas. "ala q a.ONIs. —y—.www storm ...r Wand-shd .«lion., -4 caloh bow,.. UP- grtang conpelan me cahlr«tor ah. proal —11. loosoi, end. ma enol"' MU eC .ith a straight xl oku -h, 48 awn of fad 9r Iihq. Eacess sail resold W treated like omw ewoaea sei g. dStabil eilhn 72 noun. My soil at«k a.. ".to K silt /once paced on atenatreom sides -d III not be Placed n arfa<e .alws. AdsKenl aVuls shat be kept Clem of crostructi , mptwials, Ent, oral otnw un de,irw—tisiats. Mon matwala w dmra now befisa/floeea wlo oajacmt a recta- n the Conlr«tar's responsiDiity to few,/swap. ."es" as—sesswy w m diected by the City C z V zo a LEGEND - - EXaSTNG LIGHT POLE - - -- C'STNG NATER VALVE X: PROPOSED NATER VALVE —1— EXISTING HYDRANT p PROPOSED HYDRANT i EXaSnNGSTREET SIGN 013 EXISTING STORM INLET O PROPOSED STORM INLET _ EXISTING STORM MANHOLE ® PROPOSED STORM MANHOLE 0 EXISTNC SAw TARP MAaaIOLE PROPOSED SANITARY MANIIOUE EXISTING SPOT ELEVATION X%SILO6 PROPOSED SPOT ELEVATION (GUMERLNE. BITWNOUS SURFACE, OR GROUND SURFACE UNLESS OTI+ERWSE NOTED) C z V zo a LEGEND - - ExISnNO NATERMAw - - -- 'VS NO SANITARY SEWER - - _ EXISTING STORM SEWER —1— PROPOSED NATERMAN p PROPOSED SAw TARP SEWER q PROPOSED STORM SEWER •------- - PROPOSED DRNNTILE k CLEAN-OUTS -�--"'"-' EXISTING I -FT CONTOURS PROPOSED I -FT CONTOURS PROPOSED SILT FENCE EXISTING MEE PR_- INLET PROTECTION SITE AREA 49,415 S.F. (1.134 ACRES) EXISTING IMPERVIOUS 23.5803 S.F. (0.543 ACRES) PROPOSED IMPERVIOUS 32.1203 S.F. (0.743 ACRES) DISTURBED AREA 38.0003 S.F. (0.673 ACRES) A VICINITY MAP "Ustiz Vme N Eliot 5, �r;g... y1 eAJ/n iA1NI4 ' oo F ,q be`Ys - NORTH Qj� a 20 41) I I.C.• bFEET 4— FDRNE LANE 4— ----- ------ --------- / � AR ILL4SF! NEW CAR! wnsl-I 0 T O o T Q� / /• IIr� IT�_�WI O 345 -b 0 / ka- F• i-'�p��/ SHEET INDEX / CO TITLE SHEET 8 NOTES Cl GRADING, DRAINAGE s EROSION CONTROL PLAN C2 UTILITY PLAN / C3 DETAILS TITLE SHEET AND NOTES DRAWN By DESIGN Ry: A.G. A.G. CHCKD By PROD NO.• Jv'MARCH 18.2011 PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLY4 ST N ST PAUL, MN 55119 (651) 739-79M err_ vLA,Nuvc PLOWS ENGINEERING, INC. 67761AI(E DRIVE SUITE 110 LINO LAKES. k/fi W014 PHONE: (8311 a61d210 Ax. (631i Marc+ STREET --------- WILL. Doo 15 FT. WO EAMM 11, CURRENT OWNER: D.L.B.PROPERTIES LLC PID-. 252870030 CARVER COUNTY RECORDER DOC: UNKNOWN CURAIREUSE: RETLNT STORE _aA - - - -le - - -_j< 1 - 15 ff-z - - .1-< MM u 30 OT H IGHT. RAISE GRADES N\ IN \ z 10 QUILDING TO p POSITIVE MANAGETO CURBgo., TELE. BOXES 55 Sm W T GRACE) Ex c= .T z OX UNITS or 15 FT. WO EAMM 11, CURRENT OWNER: D.L.B.PROPERTIES LLC PID-. 252870030 CARVER COUNTY RECORDER DOC: UNKNOWN CURAIREUSE: RETLNT STORE _aA - - - -le - - -_j< 1 - 15 ff-z - - .1-< MM owl 30 OT H IGHT. RAISE GRADES N\ IN \ 10 QUILDING TO p POSITIVE MANAGETO CURBgo., 55 Sm W T GRACE) Ex c= .T (SLAB OX UNITS or ON QRACE� FINISHED FLOOR -95510 954 PA%lMG DISTURBANCE v I I ROOF DRANA DIRECTED .10 TO EAST SIDE OF BUILDING °1` (DOWNSPOUTS .2) FILTRAr (SEE ( '�)" " '- RESTORE -7 1 STREET 10 z , OR Ki 3: CONDrIKINS REOLxRED FOR STREET z UGHT I ISI FR NAM[ eE1L els ROUTE SIGN 0 II I,A� MAST 90 CROSS 9roll, - - 9.2 Al CU TTER IL I• 95A, Of 0 6 fa — I go VEKI TRANSITI a' 63"' ZERO GHT -7- FtMAPox B EXISTING CURB I - - - AND GUTTER PON EE��O DRARI ill -=:z J 953 PEDESTRAN "'AMP CID MATCH NEW SIDEWALK, WE -=Da x x MATCH GO" INTO =A7W NEW EPOSTING (SAWCUT) III& olNO SIGN TRAFFIC %� // jwx 4 1 ELEC. 04. N. NOTES 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES GRADING, DRAINAGE & EROSION CONTROL PLAN DRAWN W DESIGN ft AG A.G. CHCKDIPf: PROD. NO. ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL. MN 55119 (651)739.7988 ON SITIE . A ENGINEER— PLOWS 6776 LAKE DONE SUITE 110 UNO LM Es. W X 14 PHONE I FAX: M5 )XI4MI ImLim I rl ?'4JO7 �'kg cl � I { i I 0 II U II 1 ErL. 918 (12') ffiic _ I ff STREET LIGHT Is E. S]9rw w RAI 111999999SSS5555 % I dI I I I I I I I Il VI E. STW. w 11 [fl.US412•I i RRR <T NFL: 10.7 51 (56-) 1t6 F Sr L_ f.1• (567 aEE sls ROUTE SIGN El s raY 95a { i I i l 93 5 Rw ro C. �2' TORY ErL. 918 (12') T STREET G.L.B. PROPERTIES LLC ! Ell 10' TI.Y RIHH: MOO NFL 9-751 > > Rrl 94745 caN6Ecr m o9strD tar WATERHIMI W/ ur X 6' 7APPNG VALVE AND SLEEVE ( t /• ; I t--Jci STREET LIGHT Is E. S]9rw w RAI 111999999SSS5555 % I dI I I I I I I I Il VI E. STW. w 11 [fl.US412•I i RRR <T NFL: 10.7 51 (56-) 1t6 F Sr L_ f.1• (567 aEE sls ROUTE SIGN .,I DETERMINED BY OWNER / .. (, BUSINESS pl-_ 30'-6' PVC • 1.0031 (HN1) SIGN / o E. I EILIEND C057M SETiR E, a- OK sw+ > � END RN 949.0 ND M1ER SERVICES (SLAB ON WAGE)-, NIEINAILY TO PROPOSED CAR WASH a INN W � LIGHT (SEAS ON GRACE) 15T(1P i > j SPSLNRERED BUILD" Y(i1E S NG 1-1/2' WAL CONNECT EISRM M1/!' - 6' ORMFAE (RELDIE) YR1Q To r BI I ADD C G� MS O �YRWLE SAN CLEAN-OUT J1 (SEE DETAR3 B 9' W.M. FIRE DOW. EXISTING(REMOVE) IM 254.15 MATCH EXISTING INVERT -,Vi / IN - __----•---- E, .. (FIELD VERY) '''/ `T -T--- ool _ _ i' ' IIGHATABANDN-� O < O T V'i(�1A / / ,St / Vl -_- _L 09 (VENT / / '/ AR I pDISCONNECT AT W O 2 O 19R CURB STOP O 0 tµVt• / MAIL Box IRAN---�---� u SIP I T I PROP 19( /3 I1 R -t i+w 95. 09 r L El 95_ rL uero rL P'ROP RN 9623 NV LICH NEENAH R-1733 1s r HDPE W 1.072 /' �' / _rV}'- /' E- CID doo ODR�CT TO TO( SAS" VIA / _ DBRE DRILL AND T (NV 94&9) YELP �— / REPM1ACE 111111 IEENA1171BV'�6/ / 51CH �— OR R- (FIELD VERIFY OPENWIr N6 NN(D E • Cfi CIR(B AND W TO GRAN NAZT Ix ae TRAFFIC prK `��r ��jt�• / W�RDrt'wuL~f �I /� E3 09 1, / 1(SEE R. `7 ' Q / ®SEE DET ASL, � EES YN O 1�TC. at NOTES 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES UTILITY PLAN ORAWNBV. DESIGNBV: A.G. A.G. CHCKD Sr.. PROI. N0. C.WP. 11-1318 ORDINAL DATE: MARCH 18, 2011 PREPARED FOR. ROSA ARCHRECTURAI GROUP 1084 STERLING ST N ST PAUL, MA 55119 (651) 7337988 r� SRE RIANNINC t ENGINEERING PLOWS ENGINEERING, IN& -776111(1 O�^:= NORTH O M 70 C2 { i I CURRENT OWNER: I G.L.B. PROPERTIES LLC ! PID: 252870030 CURRENT OWNER: BROWN PROP RTES C I II I CARVER COUNTY RECORDER DOC.: UNKNOWN PID: 252 70010 CARVER COON RE I I t l.'/ f CURRENT USE: RETAIL STORE 8 �� D«.: rEDWN Ct N USE: ' BOXES R STOP SIGN RENT OWNER: VALVOUNE INSTANT OL MANGE "� 'VALVOLINE' 1 PR(A ME /S (FS�7 RY 656.60 PID: 252870020 BUSINESS BIV-�Vj CARVER COUNTY RECORDER SIGN NEDIMIN R-1 CU7-N 6' x 6' WYE DOC: UNKNOWN (AGO �� NEIDED CURRENT USE: IDIL MANGE FACILITY C. SAAR w 15 FT. SERB F1LWW 15 FT. SE RI EASDAENT .Nv .3 �-E '. `.•. Pw %065 Ea CB Rr ns ro AREA t, cn - -etr f99m YT2'T aT - RHo �zs-]�' Nv 9n 29 - y - - - - - - - - - - -- - _ _ _ _ . a•_ W,L( SEPARATE FRE - (_ISI-(pREJI-a01L)--- - �61islIC _ _ _ _ - IS R. SERB EA9IERT - _ �> •rl-9-621(12-) 950 as G _ NTEANALLY C41°`'--- �<BUILDINWNEW7IT: � \ raw MN (6-W)RIM _ �- �< E. sT°iV " CCAARR 9911 \ \ 13. FTT EXTEND SERVICES INTO NEON - BUILDNG AT LOCATION �`� SM NV 949.20-(N 61 i� MEEMAH R -4341A - / .,I DETERMINED BY OWNER / .. (, BUSINESS pl-_ 30'-6' PVC • 1.0031 (HN1) SIGN / o E. I EILIEND C057M SETiR E, a- OK sw+ > � END RN 949.0 ND M1ER SERVICES (SLAB ON WAGE)-, NIEINAILY TO PROPOSED CAR WASH a INN W � LIGHT (SEAS ON GRACE) 15T(1P i > j SPSLNRERED BUILD" Y(i1E S NG 1-1/2' WAL CONNECT EISRM M1/!' - 6' ORMFAE (RELDIE) YR1Q To r BI I ADD C G� MS O �YRWLE SAN CLEAN-OUT J1 (SEE DETAR3 B 9' W.M. FIRE DOW. EXISTING(REMOVE) IM 254.15 MATCH EXISTING INVERT -,Vi / IN - __----•---- E, .. 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"RE MESH REINFORCEMENT. STD FIELD FENCE NN 30• HIGH. MAX. MESH SPACING OF 6• AND MN. 14-1/2• GAUGE WIRE IS OPTIONAL GEOTEXTRE FILTER FABRIC - OVERLAP 6. AND FASTEN AT 2' INTERVALS. LAY FABRIC N TRENCH FABRIC ANCHORAGE TRENCH. BACKFILL TRENCH WTH TAMPED NATURAL SOIL. OF RUNOFF DIRECTION BLACK-EYED SUSAN TK. -CK - = s bs ?m O/ArUNG A -LN N Z u SWAMP —TE OATH I}1 O EXTEND WIRE MESH S - INTO TRENCH WL (g][Z SUPPORT POST 1) WIRE MESH IS NOT REQUIRED. ANCHORAGE IN-SITU SOIL 2) CONTRACTOR IS RESPONSIBLE FOR Z 0 REMOVAL OF ALL EROSION CONTROL AMERCAN H HBRUSH OHANBERRY BUT ()NBUSH MATERIALS FOLLOWING TURF ELEV-95O.BO ESTABLISHMENT. WEN WALL N/ OPENINGS EROSION CONTROL FENCE NOT TO SCALE PROVIDE 4-CLASS5 UNDER CURB (TYP) sR /2'rt T s/4•/ET. r = I e• 1Y NOTE FOR MECHANICALLY LAO CURB. SHOE MAY BE TILTED, 6612 CONCRETE CONN AND GVTTE6 NOT TO SCALE I I 1 j2�R � YR •'� 1/2.7{1. e - NOTE, FDIM EEpMNCALLY LAID ETAS. SHOE MAY BE IIETED. B612 CONCRETE CURB AND GUTTER __ TR -OUT NOT TO SCALE WIIICO INLET PROTECTION NOT TO SCALE ROCK CONSTRUCTION ENTRANCE NOT TO SCALE I ---I B 5' I LIME I BLT CURB CUT J IF FILTER ASSEMBLY 8 CURB BOX 5 T i CONCRETE i CLASS 5 AGGREGATE BASE CONCRETE SPILLWAY TYPICAL SECTION SEE PLAN SEE RAN CONCRETE 31 r_y SP,L wAY RPRAP (Q M) GEOTEKTIE FILTER FABRIC CURB CUT W/ OUTFALL STABILIZATION NOT TO SCALE 1. AGGREGATE SHALL BE THE FOLLOWING -'. 1 1.3 DOUBLE WASHED STONE -OR- 1/i -1/2- WASHED RIVER RUN PEA GRAVEL 2. WELL -BLENDED FILTRATION MEDIUM TO BE COMPRISED OF (BY VOLUME): 655 CONSTRUCTION SAND (AASHTO M-6 OR ASTM C-33. GRAN SIZE 0.02•-0.04•) 205 MWOOT GRADE 2 COMPOST 157E NATIVE TOPSOIL (LESS THAN 5% CLAY CONTENT) T NO MINING OF SANDY SOILS ALLOWED IN BASIN. 4. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS S. BASIN TO REMAIN UNLINED. 6 PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINK GRADE ONLY WON STABILIZATION OF CONTRMUTNC ORANAGE AREAS. 7. USE LOW-WIPACT. EARTH MOVING EQUIPMENT (WOE TRACK OR MARSH TRACK EQUIPMENT. OR LIGHT -EQUIPMENT WITH TURF -TYPE TINES_) PROVIDE 3• SHREDDED WOOD MULCH (MNDOT TYPE 6) AROUND NEW PLANTINGS 4=: ALLEVIATE ANY COMPACTED SOILS (BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW. RIPPER OR SUBSOKER) TO 6• MIN. DEPTH PRIOR TO PLACING PLANTING MEDIUM FILTRATION BASIN NOT TO SCALE RIM - ORAWNRY DESICKIM A.G. A.G. CEHCLD BY: PROD. NO. C.W.P. 11-1318 ORIGINAL DATE: MARCH !So 2011 48' BLACK-EYED SUSAN TK. -CK UTTLEMG MUESIEN O/ArUNG A -LN ELEV=951 85 SWAMP —TE OATH IAL HHFADOW RUE SILVER MAPLE YELLOW OR BLUE FLAG NIS RED MAPLF PURPLE CONEFLOWER WLLOW RSH MLKIIEFD TOP OF WEIR WALL ELEV - 951.85 GOLDENROD Z 0 RATILESNAIE AMERCAN H HBRUSH OHANBERRY BUT ()NBUSH ELEV-95O.BO r d WEN WALL N/ OPENINGS K (SEE DETAA AT RIGHT) H 0 \ O SS/ E% 12 RCP ( -W �RCP I g 1 ELEV-948.80 1- 9488 H a ❑ MANHOLE W/ WEIR WALL PLANTING SUGGESTIONS fcc INFILTRATION BASIN NATIVE PLANTS NATIVE TREES t SHRUBS .WOE PYE HEED RIWR SIRCH BLACK-EYED SUSAN TK. -CK UTTLEMG MUESIEN O/ArUNG A -LN wLWR`z ROOT SWAMP —TE OATH IAL HHFADOW RUE SILVER MAPLE YELLOW OR BLUE FLAG NIS RED MAPLF PURPLE CONEFLOWER WLLOW RSH MLKIIEFD PED-TWC OOGWOOD GOLDENROD BLACK CHCKEBERRY RATILESNAIE AMERCAN H HBRUSH OHANBERRY BUT ()NBUSH PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PUNS RECOMMENDED -SEE TABLE ABOVE RIGHT) OR USE M.DOT SEED MIX 328 (APPLICATION RATE -88 LBS/ACK). SEED NOT RECOMMENDED EROSION CONTROL BLANKET SUITABLE FOR SEEDING (E.G. STRAW-COCWT BLANKET) - EXTEND TO EDGE OF CONCRETE CURB ON WEST h NORTH SIDE \ �W-SITU SOILS 18• WELL -GRADED PLANTING MEG. (SEE NOTE /2) AGGREGATE BED W/ 6• PERFORATED DRANME W/ SOCK (SEE DETAIL AT RIGHT) RO► Mr u1 (NOT TO SCALE) w N Z c // rma a gg.. w WELL -GRADED PLANTING MEDLM (SEE NOTE /2) PREPARED FOR: ROSA ARCHITECTURAL 6• PERFORATED DRANTILE W/ SOCK GROUP 1064 STERLING ST N ST PAUL. IVIN AGORECAM (SEE NOTE /1) (6551 739-79885119 NON -WOVEN CEOTEXT E (-DOT � � � TYPE 1) OVER AGGREGATE f N DRAINTILE NOT TO SCALE Wn PLANNING A ENGIMEI R PLOWS ENRINEERINQ INC. 6776 LIKE DRIVE SURE I'D UNG LAKES. MN YA14 PHONE: ("I 1 D61d710 FAX (6511 M141MI DETAILS I C3 PROPOSED DRAINAGE AREAS BP AMOCO MARCH 18, 2011 1 I I I I I --------------- �R I I I 1 � 1 I 1 1 I I II�f I 1 I I . I I I I_ v ert �PROPOR WASH S A �wHM QAOQ i 1vF- e" m rt-ax40 /\` 0v r" M MW— — Im x 11 I M I J \t._ rte./ ... �" :✓ '/ 0 1 I 1( y X A f / 0 1 L >" I iV E-+ m;*j V +rte / / / #p0 ' / MWAY M / / / / / / / / \_ 1 A�� aADEl 1° rmn� auNAoc m aur _ PROA PP aBP6 /0 ae CF x 11 I M I J \t._ rte./ ... �" :✓ '/ 0 1 I 1( y X A f / 0 1 L >" I iV E-+ m;*j V +rte / / / #p0 ' / MWAY M / / / / / / / / EXISTING DRAINAGE AREAS BP AMOCO MARCH 18, 2011 I 1 I ly T 0 FOUND 3/4 OPEN I PIK �-.�_�`-'---�.y NO iTE ID CAP -�.•'WYEI.LOW 1D CAP CONCRETE \�'� " 125' 1 A dr I 1 I 1 � 1 I CJI 1 I I 1 I I�ti ti Q � z I I 1 I 1 I 1 mm I � 11 1 I z 1 0 CONCRE7E LOT IN FAR 0 .T DRK X- 9,7 OAS OAS PUMP ISLAND Xs c� O O O j ovA O e � �Llw O O i SURVEY AREA: 49,414.5 SO F7. 1.134 ACRES 01 / CUR OIL COMPANY LOCO AMERICAN OIL COMPANY PID: 250132000 CARVER COUNTY RECORDER DOC.: UNKNOWN CURRENT USE' S STATION AND CAR WASH / X ' / i t-aq Chanhassen Planning Commission -April 19, 2011 4. Impact to Wetland 22 shall be avoided through use of boardwalk or other approved avoidance method. If the applicant can demonstrate to the satisfaction of the Technical Evaluation Panel that impact to Wetland 22 (436 square feet) cannot be avoided, then the additional square feet may be impacted as shown in Figure 4C in the Joint Notification Application prepared by SRF dated January 31, 2011. 5. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, e.g. Minnehaha Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources, Minnesota Department of Transportation, Minnesota Board of Soil and Water Resources and Army Corps of Engineers and comply with their conditions of approval. 6. The applicant must submit a Bill of Sale for Wetland Banking Credits to the Minnesota Board of Water and Soil Resources signed by both the buyer and seller of designated wetland credits. 7. The applicant must obtain, and the City must have received copy of, an Application for Withdrawal of Wetland Credits from the Minnesota Wetland Bank signed and approved by the Minnesota Board of Water and Soil Resources prior to any wetland impacts. 8. A signed Landowner Statement and Contractor Responsibility form shall be provided to the City prior to commencement of activity. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Aanenson: Thank you. Mr. Chair just want to remind you that this does go to the City Council on the 25th Aller: Yes, so those individuals who wish to follow this should, because it's fast tracked, it'll be next Monday the 25th. Before the City Council in these chambers. PUBLIC HEARING: CHANHASSEN BP: REQUEST FOR SITE PLAN PERMIT AND CONDITIONAL USE PERMIT TO REDEVELOP THE EXISTING CHANHASSEN BP CONVENIENCE STORE, CAR WASH AND GAS PUMP/CANOPY ON PROPERTY ZONED HIGHWAY AND BUSINESS SERVICES (BH) AND LOCATED AT 7905 GREAT PLAINS BOULEVARD. APPLICANT: KHALED ALOUL, PLANNING CASE 2011-04. Aller: Before we get going on that I just wanted to state the following. That conflicts of interest questions are part of a larger due process scenario with the Planning Commission and every party before us is entitled to a fair hearing and decision free from any bias or favor and having a conflict of interest can threaten that impartiality. Therefore it's critical that we disclose conflicts. That they be identified and dealt with in an appropriate manner. Commissioner Ellsworth has indicated that his neighbor's the applicant in the next matter before the Planning Commission. They are neighbors and had social dealings together. 14 Chanhassen Planning Commission -April 19, 2011 Ellsworth: Mr. Chair, the adjoining property owner is the neighbor and friend. Aller: Okay, the adjoining property owners is a neighbor and friend. Ellsworth: Similar business and similar car wash. Aller: So basically they're friends and in fact I don't believe there exists an actual conflict here and even prior business dealings don't necessarily cause a conflict to arise. You have to look at the individual and independent facts. More troublesome however is that someone might attempt to undermine the recommendations by claiming there was such a conflict and in an effort to free the hearing of any appearance of a conflict or impropriety Commissioner Ellsworth is recusing himself and will not take part in the discussion or the voting and we thank him for his candor and service. Continued service. So with that he will be excused. Ellsworth: Thank you. Aller: Okay moving on to the BP motion. Kairies: Good evening Chairman Aller, members of the Planning Commission. The item before you tonight is for the BP gas station located at 7905 Great Plains Boulevard. It's zoned Highway and Business Services District (BH). This is planning case 11-04. If I could just explain really quickly. There is currently the BP gas station located there at this time and this is a redevelopment of the site. The neighboring uses surrounding the property are also within the BH district on the north side of Highway 5 which include other auto related services such as Master Collision, Brown's Auto and Tire, Valvoline, an independent car wash. There are also some retail operations, a veterinary clinic, the Holiday gas station which is located just to the west of this site and then south of Highway 5 is Neighborhood Business and those are offices and the American Legion. The request before you tonight is for a conditional use permit to permit gas pumps as part of the convenience store as well to permit multiple buildings on a single lot. And it's multiple principle buildings and uses. The applicant is also requesting site plan approval for 3,915 square foot retail building, a 1,503 square foot double car wash and a 32 foot by 74 foot 8 inch canopy over the 6 gas pumps. The existing conditions were approved in 1988 and they were for a just over 1,000 square foot convenience store which is located under a gas canopy that was 30 feet by 101 feet, 6 gas pumps, 2 of which are located outside of the gas canopy and a single car wash bay. In 2001 the Holiday gas station was redeveloped and as part of that application the Holiday requested a variance, which was approved to allow 213 feet of separation between the 2 closest gas pumps between the two sites. City Code requires 250 feet. The gas pump, the 2 closest gas will not be relocating so that distance will remain the same as part of this application. To focus on the conditional use. In 1990 the City Code adopted an ordinance that required a conditional use permit for convenience stores with gas pumps so when the original site plan went through there was not a conditional use permit required as part of a site plan. We need to make sure that we, make sure all requirements are being abided by. A car wash in the BH district is a permitted use by itself and the convenience store is also a permitted use by itself, therefore they're each principle structures, principle uses, so that's why we're, why the applicant's requesting 2 principle structures on a single lot. Again the applicant is requesting to redevelop the current site and in doing so this is just a look at the current conditions on the top 15 r Chanhassen Planning Commission - April 19, 2011 and the proposed conditions on the bottom. What they're requesting is to remove the existing convenience store, relocate the 2 pumps that are outside of the gas canopy. They're going to reduce the size of the canopy. Build the new convenience store over on the east side of the property. Add a second car wash bay. The first car wash bay will be staying in the same location and then they'll also be adding mechanical and storage room which is located in an easement and will require an encroachment agreement through the city's engineering department. The main access into the site is gained off of Great Plains Boulevard and the main drive aisle will be between the car wash and the canopy. Currently as the application was submitted it did not meet the 26 foot minimum requirement drive aisle. Staff is recommending that the applicant increase that width to 26 feet. There's also a non -conforming drive aisle on the south side of the canopy of 14 feet. The applicant will be maintaining that and City Code does state that a non -conforming use can remain. Can be replaced and can remain. The applicant is also proposing to add a trail connection or sidewalk connection from the trail that's currently located along Highway 5. And that will act as a patio which is located on the south side of the new convenience store. As part of the stacking for the car wash the drive aisle and trash enclosure accessibility will be around the convenience store. Currently there's no two way access and staffs been, the city's engineering department has made the applicant aware of this situation and they will address it how they see fit. Here's just a perspective of how the new site will look over the current conditions. As you can see where the trees are now will be the new drive aisle. There's also a retention pond proposed. The elevations between the proposed building and the buildings to the north is about a 10 foot rise so the Valvoline is 10 feet taller than the proposed building. For the height, roof design and articulation of the building there is a step back on the south side of the building which is 6 feet from the southwest corner so it goes back 6 feet and then it goes back another 11 feet. And then the rooftop equipment will be completely screened. The materials for the building consist of brick, block and EFIS materials. The store fronts or the main elevations will be the west elevation and the south elevation which contain patron entrances and those will contain store front windows bordered with aluminum frames, muted tan limestone and wine colored cultured stone columns and above that will be an accent fabric awning and just above that is a medium tan EFIS accent band. The parapet and cornice are a light beige and a darker tan EFIS top with a pre -finished metal tan cap. And then on the east and north elevations, which are less visible, contain the cultured stone columns and then continue the EFIS bands around the rest of the building. The building signage on the convenience store consists of the BP logo and then also advertising some of their products. And those will only be on the south and west elevations. The facade transparency on the south and west elevations meet the minimum requirements which are 50% transparency. And then the elevation on the north will be, I'll show you that one. On the north is cut into the wall and will be heavily landscaped so facade transparency can be reduced on that side. But if we look at the east elevation and you see the trees on the photo in the upper right, those trees will be removed. There is additional landscaping proposed. However they're mostly overstory trees and so staff is recommending that the transparency on the east elevation be increased to at least include the sections A and B shown on the photograph. The car wash and canopy will also be constructed of similar materials. The only signage on the car wash will be for the entrance and exit doors. The signage, or the columns on the car wash will also be constructed of the cultured stone and to touch more on the signage, originally it was believed that the logo was a part, was a non- conforming logo. Signage is not permitted on canopies. Therefore as a non -conforming item it could be continued. However reading back into the 1988 staff report one of the conditions stated 16 Chanhassen Planning Commission - April 19, 2011 that there may be no signage on the canopy. Therefore staff is recommending that that is consistent. That there will not be any signage permitted on the canopy. No additional lighting. Just a single, one dimensional stripe. They will also be utilizing the existing monument sign which is located on the corner of Highway 5 and Great Plains Boulevard. And then the site will consist of pole lighting as well as lighting attached to the building. The loading areas will be again on the stacking drive aisle that's around the side of the building, towards the back. The trash enclosure will be constructed of similar materials to the building and the car wash. Circulation drive aisle again is around the building and there's an access door or service door located on the east side. And they will also be screened with landscaping. Parking for the site, there were 20 stalls required by ordinance. The applicant is proposing 23 parking stalls which consist of 5 stalls along the south and west property lines, 6 stalls in front of the convenience store and it will also include 12 spaces at the gas pumps. And then again the car wash stacking will be around the building. Landscaping for the site meets minimum requirements. However in one area along Great Plains Boulevard they are short I believe 2 understory trees and therefore staff's recommending that they increase that to meet the minimum requirement but overall they've met or exceeded the landscape requirements. Staff is recommending approval of the application as specified on pages 18 and 21 of the staff report and adoption of the Findings of Fact and recommendation and at this time I'd be happy to take any questions. Aller: Let's start to the left. Commissioner Doll. Doll: How does the encroachment agreement work for the mechanics? I mean is that easy to get? Isn't that a structure that's going to be. Kairies: Correct. It's a structure that would be located, I'll pull it up for you. Actually I can zoom in on this one. It's a structure that's located within that area and provided that it does not interfere with any utilities. It's up to the engineering department to approve that and if Alyson would like to talk further. Fauske: Just to bring the Planning Commission up to date. On the north side of the property there's an existing sanitary sewer line and that's what the easement, the encroachment would be into. At this, what the encroachment agreement does, it's recorded against the property so that the current owner and any subsequent owner would be aware of the encroachment and it basically absolves the City of any responsibility for replacement or damage to equipment that's within the easement but allows them to put items within the easement. Doll: So there's no setback issue with that. It's just an encroaching into the utility easement? Fauske: Correct. Correct. Doll: Okay. And I missed the 28 foot road, or drive. I was kind of curious as to, I was looking for the cursor and I was confused. Kairies: Between the car wash and the canopy there must be a 26 foot drive aisle and can not include anything underneath the canopy so. 17 Chanhassen Planning Commission -April 19, 2011 Doll: And it's currently a 14? Kairies: The one on the south is currently 14 feet and that will be maintained. Doll: Okay. Kairies: But it's the drive aisle on the north side of the canopy that must be 26. Doll: Okay. And have you heard anything, is Valvoline unhappy? Is it going to block their signage or does that hurt them in any manner? Kairies: We did hear that they did have some concerns about their visibility, and I'm not sure if they're here today to touch on that. Staff did take a look at that and you will be able to see portions of it. However we also looked at current conditions and the visibility. Aanenson: Yeah I would also add, they came in and put a new sign up. They had a non- conforming sign for height. Right now our sign ordinance says only if you have frontage can you have a pylon sign because it was in place and they were actually reducing the non- conformity so they do have a new sign which you'll still be able to see. We did spend some time, Angie went back and forth, going up and down Highway 5 and different perspectives which we have here. They do not have highway 5 frontage. You will be able to still see some of the top, which Angie can show you here. They do have a pylon sign which in today's ordinance they wouldn't be able too have so I think that helps increase the visibility. But while we're on that subject, talking about this, there was also concern about the car wash behind. The existing car wash that Mr. Brown has and he did meet with Angie also. Same sort of an issue. Visibility. Doesn't have the frontage but this, the configuration of this shouldn't change as much because the convenience store is moving to the back side. Additional landscaping would provide some buffer. Maybe some visibility issues but Angie took some pictures I think might be helpful just to kind of. Kairies: I went up and down Highway 5 just to try and get a good feel for what impact this would have so the following pictures are going to be as we're looking east, or I'm sorry, westbound on Highway 5. So as you're coming from 101 the visibility towards Valvoline or the car wash is very minimal. Whoops, sorry. Wrong direction. Again as you come closer, the trees right in front of you. Those will be the trees that are removed and then in the very corner you can see the Valvoline. And then it's not until you are right next to it looking out your window that you can see the Valvoline and the convenience store will be, this will be the drive aisle and then the convenience store will be right about in this location here. And again there's a 10 foot elevation change between the two sites. As you're traveling eastbound on Highway 5, the visibility for the property behind the BP gas station, you can see them now but once the trees, once the leaves appear you won't be able to see much of them. As you continue to go further, right about in this location will be the convenience store. And then as we were talking, as Kate mentioned, the car wash had some concerns. There will be overstory trees that are proposed to be planted in this area which do comply with the City's landscape requirements. But again the car washes are different in the fact that the car washes for the BP site are automatic car washes. You pull in. You go around. You drive out whereas the car wash on the north side is a self 18 Chanhassen Planning Commission - April 19, 2011 service car wash so it's more of a destination. You intend to go there so people will know that it's there. The perspective as you're traveling north on Great Plains is again very similar. Just to give you an idea the store should be right about in this area here. And the car wash. This is a view from the Holiday gas station from West 791h Street. More of a broad view. So again you currently. Aanenson: Which I think would probably be about the same perspective you get with the new building. You're just going to see that snapshot. There's a small window when you're driving down there in one direction that you're going to see it. Kairies: And the new convenience store will be over on this direction. Hokkanen: Can I ask a question? About the trees. So these, in this view those 3 larger evergreens, that's where the convenience store is going to be? Kairies: That's where the road will be. Hokkanen: The road will be. Kairies: That service road that goes around the back. Hokkanen: So there won't, the buffering of the trees behind the convenience store, you'll have better visibility coming westbound. Can you go to the westbound picture for a second? Kairies: Sure. And I can also show you the landscape plan as well. So there's that one and those are the trees that will be removed. Doll: I had one more question regarding the visibility of glass work ... fancy term is. Kairies: Fenestration? Doll: Yes. New word for me. On the east side, is that code or is that just something the City would like to see? Kairies: The code requires, City Code requires 50% fenestration on elevations that are viewed by the public. There's also a stipulation in there that allows the fenestration to be reduced based on the function of that. In this area will be some of the storage and the restroom facilities. Doll: That's kind of what I was thinking that. Kairies: But it can be achieved through span row glass so it has the appearance of windows but you can't see into them and it will really bring out that elevation of the building because it will be visible. Thomas: Angie can you go back to the west photo for just a second? Keep going. Yeah. Keep going. 19 r Chanhassen Planning Commission - April 19, 2011 Kairies: That's about it. Thomas: Oh go the other way then. Other direction, yes. Kairies: You want to go east? Thomas: Yes please. Sorry. Kairies: That's alright. Tell me when. Thomas: Okay. That's good. I just kind of wanted to see it. I just out of curiousity, maybe because I can't remember. Holiday's canopy is, it doesn't have a logo on it either, right? It's just red and white. Kairies: It's white with a blue and a red stripe. Thomas: Right, so it's just their logo so we're going to kind of do the same thing for BP's, right? Kairies: Right. Thomas: Their logo is white and green, right? Okay. Do we know what kind of lights they're going to use? Do they move to the sodium or are they doing LED's? Do you know? Kairies: I can find out. Thomas: I saw them both that was in there is like it's an option but I was just kind of personally curious as to what they were going to use on the site. Kairies: Okay we can ask the applicant when he comes up to give you specific information on that. Thomas: Okay. Then one more thing. I know, could you go to the site plan where it's the overlay of the new plan over the, I'll just say currently looks like. Okay. So currently, because you know we've got the drive to go into the car wash but not a ton of people use it, I mean unless it's very busy. People don't want to drive in a circle to get into the car wash and they just go cutting in. Is that possible? I mean it looks fairly tight and that looks like those are the you know, the things you use to punch in your code and get in, it's probably a concrete post and what not. Is there any possibility, I mean I don't want to point on my screen but that little space inbetween, where the, yeah. Right in there. Is there anyway that people can make that turn, do you know? Because I just feel like people will do that. You know what I mean? If possible. Like you currently watch it, if you buy gas there, people love not going you know they just, you know so. What you think Alyson? 20 Chanhassen Planning Commission - April 19, 2011 Fauske: It would be a tight turn to go in there. The intent is to have the car wash traffic go around the building and we certainly looked at the turning template to make sure, and they adjusted their site plan to accommodate those turning movements so I agree. I think that would be an awkward turning movement. I don't anticipate, particularly with the size of vehicles that a lot of people drive these days, that they would be able to make that turn and it would be a one time attempt and then you'd learn your lesson. Thomas: ...vehicle all on the pylon there, yeah. I would assume too but I just you know, knowing what you see people. Fauske: People want to take the short cut in front. Thomas: Yeah. People don't want to have to go all the way around the building you know and it's like as silly as that is, I just kind of not to make it, well anybody can you know, I just feel like I saw it and it was like oh that will be tight. You know someone's going to scrap the vehicle. Okay, that's all my questions at the moment. Aller: Commissioner Tennyson. Tennyson: Just one question on the signage again. Because it sounds like there's a provision. He could have talked about it. You're recommending that it be one dimensional and it's showing a logo, something kind of three dimensional now. Kairies: Right. This is what they proposed and so it'd had the three dimensional. It was a neon band and then the logo. Tennyson: And the logo in the middle is. Kairies: Right, and the logo, neither of these are permitted and that's a condition of approval that the canopy cannot have signage. Tennyson: Alright, thank you. Aller: Okay. With that we'll open the public hearing. Or the applicant. Is the applicant here? Russ Rosa: Good evening commission members. My name's Russ Rosa. I'm the architect working for the applicant. He could not be here this evening. We've, I've discussed the staff report with the applicant and I believe that he's prepared to make the adjustments as recommended in the report. Just a comment on the canopy. The intention was that that was, the stripe and the logo were going to remain on there as they are today so that portion of the canopy wasn't going to be rebuilt but I'm not, I don't think that the applicant really like the look much either. It's a BP symbol and he did state that he wasn't sure if his franchise with BP would require that to be on there or not though. I think she's prepared to remove it if you know, if he can so. Aller: Great. Any questions? The lights? Type of lights? 21 r Chanhassen Planning Commission -April 19, 2011 Thomas: Thank you. Russ Rosa: The site lighting is intended to be a metal halide type light. Not a high pressure sodium so it's more of the white light. Thomas: Okay. That's just what I wanted to know. Aller: Great. Any other questions? Undestad: That drive aisle width, is that going to be an issue with your canopy and that in there? Are you going to slide things around? Russ Rosa: Well currently on the south side, that's the existing condition so that's been not problematic you know since it's been there. On the north side, you know I think we're a foot short of what the City ordinance says so you know we'll shorten that. We'll lengthen that so we've got the 26 feet. That won't be a problem. Aanenson: I was just going to comment too. Again the difference is that now you're having people going into the convenience store and backing so you have two way traffic which you probably didn't have as much of before so. Aller: And then there was some question as to the handicap parking and the location of that. Russ Rosa: Yes. Yes, in the report and they're right. The State Building Code requires a handicap parking stall be located as reasonably close to the front entrance as possible. We thought you know it worked well there but we can certainly move it up to the other end. Aller: Okay. Thank you. Anything further? Alright. Well thank you. Russ Rosa: Thank you. Aller: And with that we'll open the public hearing. Anyone like to come forward and testify and/or comment? Seeing no one coming forward we'll close the public hearing. Comments. Hokkanen: Nothing. Undestad: Looks good. Yeah, I like it. Doll: Nice looking building. Thomas: Yeah I'm definitely excited to have this building. You know the BP store be upgraded and it's so much a, you know it's going to make such a big difference on that corner block that it's going to just really, really kind of fit you know the path of Chanhassen. You know just really attractive. Very pretty looking and I think you're going to get a lot of people visiting the 22 Chanhassen Planning Commission - April 19, 2011 c -store. I mean convenience store you know and just, and really enjoying you know. Enjoying what it has to offer so I'm excited for it. Tennyson: I think it's very nice. Well put together. Aller: Just a comment that I noticed that you actually use the drive to use the car wash you're going to get that much more exposure to businesses up on the back so I believe that will resolve some of the concern there so that would be a nice thing for them to do is look up and say oh maybe I should do my oil. Great. Okay, I'd entertain any motions. Thomas: Alright, I'll make a motion. Aller: Okay. Thomas: The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for convenience store with gas pumps, to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated and received 3/21/2011 for property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 through 6. Also the Chanhassen Planning Commission recommends that City Council approve a Site Plan for a 3,915 square foot, one-story convenience store, a 1,503 square foot double car wash and a 32 foot by 74 foot 8 inch glass canopy. Plans prepared by Rosa Architects dated and received 3/21/2011. For property zoned Highway and Business Services District (BH) located at 7905 Great Plains Boulevard subject to conditions 1 through 4. And an adoption of the Findings of Fact and Recommendation. Aller: We have a big motion. Anybody have a second? Doll: Second. Aller: Seconded by Commissioner Doll. Thomas moved, Doll seconded that the Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for a convenience store with gas pumps and to permit multiple buildings on a single lot, plans prepared by Rosa Architects dated received 3/21/2011, for property zoned Highway and Business Services District (BH), located at 7905 Great Plains Boulevard subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. No unlicensed or inoperable vehicles shall be stored on premises. 2. No repair, assembly, disassembly of vehicles. 3. No outside speaker system shall be allowed without approval from the City Council. 4. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles shall be permitted. 23 Chanhassen Planning Commission -April 19, 2011 5. Facilities for the collection of waste oil must be provided. 6. A minimum separation of 213 feet is required between the nearest gas pumps on the subject site and Holiday Station located across Great Plains Boulevard. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Thomas moved, Doll seconded that the Chanhassen Planning Commission recommends that City Council approve the Site Plan for a 3,915 square -foot, one-story convenience store, 1,503 square -foot double car wash, and a 32 -foot by 74 -foot 8 -inch gas canopy, plans prepared by Rosa Architects dated received 3/21/2011, for property located at 7905 Great Plains Boulevard subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. Building Official a. The proposed structures (if area exceeds 2000 square feet) are required to have automatic fire extinguishing systems (MN Rule 1306). b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. c. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel' (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8 -foot access aisle). f. A separate demolition permit will be required if demolition is intended prior to building permit issuance. g. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 2. Forester a. Applicant shall increase bufferyard plantings to meet minimum requirements for the west property line. A revised landscape plan shall be submitted to the City prior to building permit issuance. 3. Engineering and Water Resources 24 Chanhassen Planning Commission - April 19, 2011 a. The main drive aisle to the convenience store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. b. The developer must obtain a MnDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. c. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. d. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. e. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. f. Any encroachment into a drainage and utility easement must be approved by the Engineering Department and an encroachment agreement must be obtained. g. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. h. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 a minimum of three working days before the water service and sewer service connection. j. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. k. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 1. The 6 -inch private watermain north of the building must be minimum of 10 feet from the existing 10 -inch trunk sanitary sewer. in. City standard detail plate 5300 shall be used on C3. n. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. o. Sheet Cl shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic 25 Chanhassen Planning Commission - April 19, 2011 conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. p. All disturbed soils must be stabilized with 14 days after cessation of grading activities. q. An operations and maintenance manual shall be completed and provided to the city for the infiltration feature. 4. General a. One additional fire hydrant is required to be located northwest of the building between the car wash service road and the proposed building. Contact Chanhassen Fire Marshal Mark Littfin at 952-227-1151 for the exact location. b. All sidewalk connections shall comply with ADA requirements. c. The fenestration on the east elevation shall be increased to meet city code requirements. d. The canopy may contain a one-dimensional stripe only; no other signage or exterior lighting may be on the canopy. e. The lighting within the canopy shall be recessed; no external lighting on the canopy is permitted. All signage shall comply with City Code and requires a separate sign permit application." All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Hokkanen noted the summary minutes of the Planning Commission work session dated April 5, 2011 as presented. CITY COUNCIL ACTION UPDATE. Aanenson: Just for the City Council update would be I did give you a copy of the, kind of the talking points for our joint meeting. 6:30. 1 hope it says that on there. Next Monday night and we haven't had many items going forward yet so we have some items going forward now to the City Council. And we will have a meeting on May 3`a, which is our normal meeting. We'll be doing some code amendments. And at this time I do not have anything scheduled for the second meeting in May so we'll see how that, the deadline for that application, for those applications would have been last week so as of now we do not have anything on for that agenda. We are reviewing or working on a couple different projects but none of them have actually submitted yet so. Just seeing a few here yet first part of the summer. Aller: Great, thank you. Anything further from anyone? Do I have a motion to adjourn? FM PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: 10EL L � o + Contact: ,L c, t (� Phone: ,-5 /- 3 3 4�jqi2-Fax: T Email: 1,1�t �l lou l� . c-, k-1. I Planning Case No., --O I —C CITY OF RECEIVED MAR 2 1 2011 CHANHASSEN PLAWNING DEPT Property Owner Name and Address: % , YYi� lc� GcNVC'611 G1i1L� %�.��- �2? 1.etl 7 fo5 cveaPly►rte L'IVd- G�lari�i 611U. Contact: K ti 9 Jef4 A L to L Phone:�,S/-3J _4-/q,? Fax: -7gz-cam 7- 7 Email: l Kh / Inij/.p NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment _ Conditional Use Permit (CUP 4 �S- Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)*S� f Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign$200 (City to install and ve) X Escro FFees/Attorney Cost" - $5ZQU2j�AC/VAR/WAP/Metes & Bounds - $450 Minor SUB (3d 312 -ill' TOTAL FEE $ / , 2 7 1. ��, C ILS- I S O 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. *Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. 'Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED �7 pya�oL.e�� V_-_jAAc)e4e- t,,tI tA YI PROJECT NAME: LOCATION: —7'70 `5_ Czvz�7-a� '��7 V7�> 71 k1,1 5� 21-7 LEGAL DESCRIPTION AND PID: TOTALACREAGE: %- /3 44 WETLANDS PRESENT: YES �!_ NO PRESENT ZONING: t*:�, 14 REQUESTED ZONING: t_:� 4 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: a' 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. Sigr&ture of Applicant ate Signature of Fee Owner gAplan\forms\development review application.doc --�,- 21-11 Date MEMORANDUM TO: Angie Kairies, Planner I FROM: Alyson Fauske, Assistant City Engineer Uo` Terry Jeffery, Water Resources Coordinator DATE: April 1, 2011 SUBJECT: BP "C Store" Site Plan Review Please incorporate the following comments and recommendations which are based on the plans prepared by Plowe Engineering: ACCESS AND SITE CIRCULATION The existing driveway at Great Plains Boulevard will be used to access the new C Store. The main drive aisle to the C Store will be on the north side of the gas pump canopy. This site plan must be adjusted so that the main drive aisle is at least 26 feet wide, which is the minimum width required by City Code for two-way traffic. The area under the canopy cannot be included in the drive aisle width. The drive aisle on the south side of the gas pump canopy is 14 feet wide. This drive aisle width does not meet the City Code minimum requirement for one-way traffic however since it is an existing condition it is grandfathered in. A 13 -foot wide, one-way drive aisle is proposed on the site to access the trash enclosure and to provide access and queuing for car wash bays. The drive aisle is not wide enough to allow for a vehicle to bypass the car wash line in the event that the wait time is too long for a patron. Staff has raised this issue with the owner. GRADING The developer must obtain a MNDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. This revision may require a short retaining wall. If a retaining wall is to be installed at this location the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. The site improvements requires up to one foot of cut over the existing sanitary sewer on the north side of the site. Based on the as -built information available there is more than 10 feet of cover over the sanitary sewer, therefore there will still be adequate cover over the pipe. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. BP "C Store" Site Plan Review April 1, 2011 Page 2 of 4 UTILITIES The site is currently served by two, one -inch diameter water services. These water services will be abandoned. A new six inch diameter private water service is proposed to be installed to serve the C Store and the car wash bays. The service will extend from the existing 10" watermain within Great Plains Drive. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 minimum three working days before the water service connection. The new water service connection requires cutting into Great Plains Boulevard. A $7,600 cash escrow must be submitted to ensure that the street is properly patched. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. The six inch private watermain north of the building must be minimum 10 feet from the existing 10" trunk sanitary sewer. The existing sanitary sewer service to the site extends from the 10" trunk sanitary sewer on the north side of the site. Sewer service to the C Store will extend from the existing service. City water and sanitary sewer hook-up fees and the Met Council SAC fee will be due with the building permit. The fees will be based on the additional SAC units resulting from the C Store construction and the car wash expansion. The SAC units are determined by the Met Council. The current fees are $5,393/SAC unit for City water, $2,026/SAC unit for City sewer and $2,175/SAC unit for the Met Council SAC fee. DRAINAGE AND EROSION AND SEDIMENT CONTROL The plans show a new 24" diameter private storm sewer between the proposed filtration basin and the existing 12" diameter private storm sewer. The storm sewer design model indicates that the 10 -year discharge rate from the filtration basin will not exceed the existing rates and will only slightly exceed the 100 -year storm event. Measures must be taken to protect the filtration feature from sediment deposition and compaction resulting from the operation of heavy equipment in this area. These measures need to be indicated on the plan set. The applicant is strongly encouraged to plant the basin with plugs to ensure establishment of deep rooted vegetation and for aesthetics. The MPCA Plants for Stormwater Design is recommended for selecting planting materials appropriate for anticipated conditions. Because this is an alternative stormwater BMP and will be privately owned and maintained, an operations and maintenance manual will need to be created and provided to the city for review and approval. City standard detail plate 5300 shall be used to show silt fence installation. Preassembled is not appropriate for the anticipated conditions machine sliced or more protective should be used. This should be used as shown for perimeter control as well as to protect the filtration basin. BP "C Store" Site Plan Review April 1, 2011 Page 3 of 4 No rock construction entrance will be required because of the remaining asphalt entrance. However, a note shall be included on the plan indicating that the contractor will be required to remove tracking from Great Plains Boulevard as needed. Proposed grading limits will be less than the 1.0 acre disturbance threshold at which an NPDES permit is required. In the event that the disturbance exceeds that threshold, the owner and their contractor must apply for an NPDES permit as soon as it is known that the site will exceed one - acre of disturbance. RECOMMENDATION The Engineering Department recommends approval of the BP "C Store" Site Plan subject to the following conditions: 1. The main drive aisle to the C store must be revised so that it is minimum 26 feet wide. The area under the canopy cannot be included in the drive aisle width. 2. The developer must obtain a MNDOT permit for the sidewalk connection to the Highway 5 trail on the south side of the site. 3. The developer must ensure that the sidewalk connection does not create a localized low point on the west side of the sidewalk connection. 4. The grading near the northeast corner of the proposed building must be revised so that it is minimum 3:1. If a retaining wall is installed near the northeast corner of the building, the owner must obtain an encroachment agreement since the wall would be located within the sanitary sewer easement. 6. The sanitary sewer line must be televised before and after construction to ensure that the grading equipment does not damage the sanitary sewer. 7. The new water service must be wet tapped. Contact Kevin Crooks at 952-227-1311 minimum three working days before the water service and sewer service connection. 9. A $7,600 cash escrow must be submitted to ensure that the street is properly patched after the water service connection is made. This escrow will be released if the street patch is in good condition after one freeze -thaw cycle has passed. BP "C Store" Site Plan Review April 1, 2011 Page 4 of 4 10. A $500 cash escrow must be submitted to ensure that proper erosion and sediment control is employed. This escrow will be released once final stabilization is achieved per MPCA rules. 11. The six inch private watermain north of the building must be minimum 10 feet from the existing 10" trunk sanitary sewer. 12. City standard detail plate 5300 shall be used on C3. 13. Indicate on plan set how filtration area is to be protected from sedimentation and compaction due to heavy equipment traffic. 14. Sheet C 1 shows the minimum anticipated sediment and erosion control measures. These will need to change if they prove inadequate or if site and/or climatic conditions change. This needs to be indicated on sheet C 1 or otherwise communicated with the selected contractor. 15. All disturbed soils must be stabilized with 14 days after cessation of grading activities. 16. A operations and maintenance manual shall be completed and provided to the city for the infiltration feature. g:\eng\site plans\bp c store.doc Non-3cannable It m Hem Description CD - "Folder Numbs Folder Name Job Number Box Number m M NW COR. TOTAL NUMBER OF SPACE: w I a 1/4 OF THE NE 1/4 EPSS /' G�Pa� SPACES: BY ZONING: z I g E 13, T176N, R23W CARVER COUNTY PLANNING DEPARTMENT STANDARD: 2 TATE OF MINNESOTA l HANDICAP : � 1 COMPACT: w w w w 3 6 z V I U U I U D v I m m I TRAFFI /"5 SIGNAL MAST A M w I F STATEMENT OF SPECIAL NOTES: / ww I o I 0 z 0z z a I zI TELE, n m i o m l o c BOX g I I ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. 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' - LIGHT a STORM LOT 3 BLOCK 1 GATEWAY EAST CITY OF CHANHASSEN. CURRENT OWNER: ELLC CARVER COUNTYPID: 252870030 CARVER COUNTY RECORDER STATE OF MINNESOTA DOC.: UNKNOWN CURRENT USE: RETAIL STORE FOUND 3 4' OPEN 1TE ID CAP IPE 136.22 FOUNDW/YELLOW DECAPIPE J4. I I W M LLO ID P 2-1 "<.66' (62 66 771�2TT51-T PAR/�T O�F7��TH77E� i 7725 A EAS]AENT _ S� - - NW_ 1./4 -OF J.111i-.LY.L'+-1��C g ,a1µ 15 Ff. SEXER EAYMENT SA I�RY SPC T1 1 iE _ R23W \ V' 7/�/�— - - - FOUND 3/4" OPEN PIPE � , ® 20 FT. REA WOW ID CAP FT. REAR l2\J3J a 'SETBACK LIN X17253" YP K LINE CITY OF CHANHASSEN r, $ —� o� INLET BUILDINGWHEIGHT: .;CAR WASH - CARVER COUNTY d/�nYM\;1\Xsjb �a� m =d 13.2 FT. CONTROLS " `et ��` /'� 0 9"o STATE OF MINNESOTA s a Ww��a mSTOR' 3� < Odt /BUSINESS fBLDG. TO PL INLET ¢p 44.0 R ASPHALT DRIVE �/�4/�,tlh ,V_� O SIGN / V�� a\O`' / / .9 FT. ua SURVEY AREA 5E PC�- �VOI oF� � LIGHT 491345ASO. CRES ~61Lj 3 / St 9� '�O 0j CONCRETE PARKING LOT IN FAIR CONDITION g6 A O TO pL, ��??/� CURRENT OWNER: 0 S� / LIGHT 53.9 Fr. �,^� AMOCO AMERICAN OIL COMPANY P m OVACUUM PID: 250132000 R`p�' / o z CARVER COUNTY RECORDER / / ,1(,SS / / DOC.: UNKNOWN 1a1 i Z, �� V " COMPRESSOR CURRENT USE: / PUMP GA5 MP GAS PUMP I GAS STATION AND CAR WASH / / X10 / ac�i nw� NO ISL D ISLAND AREA ww nn 'iV a LIGHT ,,// / v P'PA / / /' rY� z P1,t SS��S U 9 BO tG. TO PIL 442 FT.. a O v / / / St 0 �� 160.2 FL G= Q. ¢ OVACUUM 444(((Ctl..++•JJY �[D�.; �l / / / / / / / REA BUILDING ARE Arc< 'e i FUEL HT GPAY 7,029.9 S4. F<�l '' Ir O a O TANK PHONE ! u � VENT ILDWG HOGH . d- J a / oG w �\ a / 10.6 FT m O G O LIGHT B G. TO Pl. nw a x ,Z,P i • i6Mi\ ,V'" 60.4 FT. • ,2 .•p -� N �f4iiT / / / J. 1 MAIL BUILDING AOOFiE55: AY R BOX . w NOT POSTED PHONE z =R p D ONE SM METAL AL CANOPY x CANOPY HEIGHT: u 16.5 FT. 4 G PUMP GAS P GAS PUMP K < Wo Q AND IS ISLAND % ND�1 aA Nil //�'IN CIJ F, O arcwc ' NT�IL(L1L1C1LL.Gd b9 Fl6PC� � STORM �TM 'Pah CONCRETE PARKING INLET O LOT IN FAIR CONDITION S$"F� H 69 3 :3- 18,� 6 Ba Irl .11 1� 1� S STORM• (589'50'18"W) 4 NP�� QP '`�' /'INLET 34.38' (35.67) \ MiyH OKz ,p �eIl � b� 165 zz o �H 2099 SEs y .2ti6 YIELDSIGN STORM TRAMC INLET P O M.M. e& )RM ETS ELEC. OM.H. �a�v "1 /' / / , /' SURVEY METES AND BOUNDS DESCRIPTION: sso�// A SURVEY OF THAT PART OF NW 1/ OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4,1 / /-00 / COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S00'25'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N8934'31"E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N89'34'31"E 335.35 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT � f1G /' OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ��`51 ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF / PARCEL 2096 OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE S89.50'18"W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAID / PARCEL 20913; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE 'Ra / TRUNK HIGHWAY NO. 101; THENCE N0011'00"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE �PSs01 //'C TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE 1 ' \9L TITLE COMMITMENT c1A� DESCRIBED N MBER CA 24384. WITH ANE EFFECTIVE DATE OFOCTOBER 277, 2 04 BDIDIN A GO TITLE !NAT 7:00 / 0010 A.M. t 1915 tN`PEINC, / OJe10 ELEcO �`sG`A 10' /I M.H. NOS jOEr11� � ,�,66 �Rd VP 7% 6 / TOTAL NUMBER OF SPACE: w I a SPACES REQUIRED EPSS /' G�Pa� SPACES: BY ZONING: z I g PLANNING DEPARTMENT STANDARD: 2 a l l l HANDICAP : � 1 COMPACT: z 0 CHANHASSEN, MINNESOTA 55317 / a 3 6 z 4 0 g I D v I m m I TRAFFI /"5 SIGNAL MAST A M w I F STATEMENT OF SPECIAL NOTES: / ww I o I I 0 . / a I zI 0 0 I I I THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING c I g I I ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. U I LL w y z I I I THERE IS NO KNOWLEDGE OF COMPLETED OR PROPOSED RIGHT OF WAY CHANGES FROM THE I I I I CONTROLLING JURISDICTIONS. o z I I I M I m THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED AS A j I j I I I SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. N I `o' I I I THERE WAS NO OBSERVED EVIDENCE THAT THE SUBJECT PROPERTY OR ADJOINING PROPERTIES, HAVE I I I I OR WERE USED AS A CEMETERY. I I GENERAL UTHM NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES SHOWN HEREON. MINNESOTA — GOPHER 500-252-1166 CALL BEFORE YOU DIG! NOTES CORRESPONDING TO SCHEDULE "B" THIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND/OR ARE NOT MATTERS OR ISSUES THAT PERTAIN TO THIS SURVEY. ®EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS, PAGE 83 AS DOCUMENT NO. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. ©MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS DOCUMENT NO. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. THE CURRENT ZONING ALLOWS FOR THE CURRENT USE. ZONING: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT: STANDARDS: ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: FRONT YARD DEPTH LEAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT ANY ONE SIDE IN SQUARE FEET STORIES 25 FEET 10 FEET 20 FEET 20,000 TWO REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 ONE SPACE PER GAS PUMP ISLAND TYPE OF TOTAL NUMBER OF SPACE: EXISTING SPACES REQUIRED SOURCE OF ZONING INFORMATION: SPACES: BY ZONING: JOSH MITZER PLANNING DEPARTMENT STANDARD: 2 5 7700 MARKET BOULEVARD HANDICAP : 1 1 COMPACT: 0 0 CHANHASSEN, MINNESOTA 55317 TOTAL 3 6 PH.: 952-227-1100 STATEMENT OF ENCROACHMENTS: ®THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 FEET ON THE EASTERLY END. ALTA/ACSM-NSPS LAND TITLE SURVEY BP PRODUCTS NORTH AMERICA, INC. 7905 GREAT PLAINS BOULEVARD CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY—THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY—TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY—SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY—FOUR AND EIGHTY—FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY—TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY—FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY—SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY—SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. SURVEYOR' S CERTIFICATE TO: KHALED ALOUL, BP PRODUCTS NORTH AMERICA, INC. AND CHICAGO TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (i) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1-4, 6, 7(a)—(c), 8-10, 11(a) AND 13-16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS". THIS MAP OR PLAT OF SURVEY OF THE PREMISES SHOWN HEREON IS THE SAME AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ,...."""'...., ESOT9 Kirk D. 'c 3 Eschliman *; 22663 ?*`_ Waterloo " s % KIRK D. ESCHLIMAN, PLS, MN LIC. NO. 22663 MY LICENSE RENEWAL DATE IS: JUNE 30, 2006 SHEETS COVERED BY THIS SIGNATURE & SEAL: PAGE 1 OF 1 DATE OF ORIGINAL SURVEY: JULY 01, 2005 TITLE REPORT BY: CHICAGO TIE INSURANCE COMPANY DATE OF UPDATE SURVEY: N.A. ORDER NO.: CA 24384 DATE OF LAST REVISION: MARCH 22, 2006 EFFECTIVE DATE: OCTOBER 27, 2004 AT 7:00 A.M. CERTIFICATION DEFINED: THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A LICENSED PROFESSIONAL LAND SURVEYOR, IN THE PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EITHER EXPRESS OR IMPLIED. 'PER SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE BASIS OF BEARINGS: THE BEARING OF S00.25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 13, TOWNSHIP 1169 NORTH, RANGE 23 WEST, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD HAZARD ZONE. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED DIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE WIDTH PUBLIC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. CITY oF RECEIVED SSEN MAR 2 1 2011 CHANHASSEN PLANNING DEF "ALTA/ACSM-NSPS LAND TITLE SURVEY" PREPARED FOR: Inc. THE M EWS COMPANY National ALTA Survey Management 17220 Newhope Street, Suites 108-110, Fountain Valley, CA 92708 Tel: (714)-979-7181 Fax: (714)-641-2840 www.thematthewscompany.com KESS NO.: 05B30AS1.DWG J.N MEMORANDUM TO: Angie Kairies, Planner I FROM: Jerritt Mohn, Building Official DATE: March 23, 2011 SUBJ: Site Plan review for proposed redevelopment of existing BP convenience store, car wash, gas pump/canopy at 7905 Great Plains Blvd. Planning Case: 2011-04 I have reviewed the plans for the above described redevelopment, received by the Planning Department on March 21, 2011. Following are building official comments, to be included as conditions of approval. 1. The proposed structures (if area exceeds 2000 sq. ft.) are required to have automatic fire extinguishing systems (MN Rule 1306). 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Geotechnical (soil evaluation) report required. 3. The canopy over the pumps must be constructed of non-combustible materials or materials equivalent to one-hour fire -resistive construction. 4. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. The proposed accessible parking space must be relocated to be "on the shortest accessible route of travel" (MSBC 1341.1106.6) to an accessible building entrance (suggested alternative would be parking space 10 or 11 with adjacent 8' access aisle). 6. Separate demolition permit required if demolition is intended prior to building permit issuance. 7. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. GAP1AN\2011 Planning Cases\l 1-04 BP Gas Station Site Plan & CUMbuildingoflicialcomments.doc Date: March 22, 2011 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: April 1, 2011 By: Angie Kairies, Planner 1— (952) 227-1132 Subject: Request for Site Plan Permit and Conditional Use Permit to redevelop the existing Chanhassen BP Convenience Store, Car Wash and Gas Pump/Canopy on property zoned Highway and Business Services (BH) and located at 7905 Great Plains Boulevard. Applicant: Khaled Aloul Planning Case: 2011-04 PID: 25-0132000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 21, 2011. The 60 -day review period ends May 20, 2011. 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 April 19, 2011 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 1, 2011. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco Carver County, MN ryrol F3 .� ,. r.lot Property Information Parcel ID: 250132000 Taxpayer Name: CAMELOT CONV&QUALITY FUEL&FOOD Taxpayer Address: 7905 GREAT PLAINS BLVD Taxpayer City St. Zip: CHANHASSEN, MN 55317-9764 Property Address: 7905 GREAT PLAINS BLVD Property City: CHANHASSEN GIS Acres: 1.13 AS400 Acres: 1.25 Homestead: School District: 0112 Watershed District: WS 064 RILEY PURG BLUFF CREEK Tax Exempt: N Platname: Disclaimer This map was created using Carver County's Geographic Map Scale N Information Systems (GIS), it is a compilation of information and data from various City,County, State, and Federal offices. This map is not a 1 inch = 230 feet surveyed or legally recorded map and is intended to be used as a WE reference. Carver County is not responsible for any inaccuracies Map Date contained herein. 3/22/2011 S PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Z o Contact: L L Phone: ,�5 /- 3 3 - ��Fax: 6 z - 1g,'__7- 2C -7(;T- Email: 7� Email: Oh l ou 1 �M CR'%` c' kil Planning Case No.4--O 11-0 �l r\' OF CHANHASSEN ��nS-n,cr1 r MAR 2 1 2011 HANHASSEN PLAWMN(-'- I)E? Property Owner Name and Address: CV G�►h mtu 6,;i Contact: 1{ h a J� A L cu L Phone:(,5/-31 ,4 J-')'� Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment _ Conditional Use Permit (CUP(: CUP Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review X Site Plan Review (SPR)'(S:q DT Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment _ Notification Sign $200 (City to install and ve) X Escro F' Fees/Attorney Cost** - $50 UFP AC/VAR/WAP/Metes & Bounds - $450 Minor SUB t' d 31'Z-1 1 11 TOTAL FEE $�Z -7 C(L-A atSd 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. Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. 'Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED e-,clNvPiV1 / ev 6�, e l �vt A-L-4oIr /G ,rL p `I PROJECT NAME: LOCATION: % �%n � l VC -9L L LJ t> kLi k 5�-11-7 LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: 44 WETLANDS PRESENT: YES_ NO PRESENT ZONING: /4 REQUESTED ZONING: 4 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: a_ FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: :— 100 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. zSicglture o Applicant Date Signature of Fee Owner gAplan40nT1S\developmen1 review application Am -2i- Z1 Date SCANNED LAREDO SERIES LMC SERIES LED SYSTEM Cat.# Approvals Job Type SPECIFICATIONS Intended Use: Full cutoff perimeter or entry lighting for 10-15ft mounting heights that require high light output and maximum energy efficiency. Uredo LMC LED provides low installation costs with little or no maintenance and great energy savings. Ideal for schools, factories, hospitals, warehouses and retail applications. Construction: Decorative die cast aluminum housing and door. Rugged design protects intemal components and provides excellent thermal management for long life. 70% lumen maintenance at 50,000 hours minimum. 800 series powder paint finishes provide lasting appearance in outdoor environments. Five standard finishes include: Bronze, Black, Gray. White and Platinum. Multiple options customize including a tool -free latch, which allows re -tamping of HID units from the ground, photocontrol for energy savings, intregral ballast back-up battery for fluorescent units, fusing, quartz standby and EM sockets for remote power, lamps and five standard finishes. Optim LED: 18 High Power LEDs deliver 2039 lumens and combination of optical lenses and reflectors deliver light in a rectangular pattern with better than 3 to 1 max to min uniformity. 5000K170 CRI LEDs provide excellent color rendition at 46 lumens per watt. HID/CFL Vertical lamp position (lamp is optional on HID and CFL units) provides maximum HID performance and life. Standard, removable front shield on single lamp units, reduces forward beam projection while maintaining lateral throw, if desired. Distribution: Full cutoff distribution - flat glass and optics provide wide spread with an environmentally friendly light control. IDA compliant. Electrical: Wide selection of wattage and sources including LED, pulse start electronic metal halide and fluorescent systems (see below). LED Amp Draw: 0.4 AMPS max Optional battery for emergency egress -120V or 277V - provides 90 minutes/615 lumens Installation: Three 1/2" conduit hubs (top and sides), allow feed-thru surface wiring capability on HID and CFL units. Foam gasket for sealing to smooth surfaces with two of three key slot configuration. Mounting template included. LED units, designed with quick mount system to provide rigid mounting over recessed junction boxes - fixture does not require opening for mounting. Listings: Listed and labeled to UL 1598 for wet locations, 25' C ambient environments. U.S. Patent No. D563,587 Outdoor Lighting A� �6 T c 1 A B C 16.0' 12.125' 9.0' (406 mm) (308 mm) (229 mm) MAR 2 1 NMI HANHASSrN Pj AOINivr; rlFc Limited Warranty.' l - One year HID 8 CFL 5 years LED c us �' ORDERING INFORMATION ORDERING EXAMPLE: LMC -150P 8 -1 -TL LMC - I I Series Wattage/SourceNoltage SERIES WATTAGE/SOURCE(VOLTAGE LMC Laredo Medium Cutoff LED* *LED 18 LEDs, 44.5watts, 2039 lumens out of fixture, 5000K color, 70 CRI I I Finish Options 18LU-5K 44.5w Universal Voltage 120-277V PULSE START METAL HALIDE 50P 9 50w 120/277V Dual Volt 70P 8 70w Quad -Tap* 120, 208, 240, 277V 70P 6 70w Tri-Tap®120, 277, 347V 100P 8 100w Ouad-Tap® 120, 208, 240, 277V 1 OOP 6 t Dow Tri -Tap° 120, 277, 347V 1 OOP 5 100w 480V I '0' h rolLpe aekcEm hdGha kss deeast. 15OP 8 15Ow Ouad-Tap° 120, 208, 240, 277V 150P6 150w TH-Tap®120, 277, 347V 150P 5 150w 480V WATTAGE/SOURCE(VOLTAGE ELECTRONIC METAL HALIDE 70EI8 70w Quad -Tap® 120, 208, 240, 277V 1DOE' 8 100w Quad -Tap" 120, 208, 240, 277V ELECTRONIC FLUORESCENT 421'8 42w Quad -Tap• 120, 208, 240, 277V 84F" 8 84w Quad -Tap® 120, 208, 240, 277V HIGH PRESSURE SODIUM 71 70w Ouad-Tap° 120, 208, 240, 277V 70S6 70w Tri-Tap*120, 277, 347V 150S8 150w Ouad-Tap® 120,208,240,277V 150S6 15Ow Tri -Tap° 120, 277, 347V 150S 5 480V FINISH OPTIONS 1 Bronze PC(X) Button Photocontrol replace X 2 Black with voltage, specify 1-120V, 3 Gray 2-208V, 3-24OV, 4-277V 4 White TL1 Touch Latch, Tool -free Entry 5 Platinum LPI Lamp Included F(X)1 Fusing replace X with voltage, 1-120V, 2-208V, 3-24OV, 4-277V QST' Time Delay Quartz stand by system less lamp Ellin DC Bayonet Socket (for remote power by others) EM123.7 MR11/MR16 Two Pin Socket (for 12V power by others) 2EM123,1 Two MR11 or MR16 Two Pin Sockets (for 12V power by others) IIIAI Emergency Battery Back-up, rated -4`1,120 or 277V BOC-XX)V Emergency Battery Back-up, a trea wr oo la rMirate dewed watbge. aF - Ira, tnZ LP26, 64F rated -0`C, 120 or 277V 3 LOW IW kidDd BOC-LED(X) Emergency Battery providing 615 4 WU apdo Poudea inigriemagermy bafty bwk W and opaabs" Amrescow Imp at 5 Two I M Acrescenl T& bar f"ebceac haftr& F1Qb wring ran pms�de swdd" Wb17 UMMbraNwwxmaf9i0n*xA,&OperaymbrmA"betwwn-4FAnd+131•F. f75011�mWddmrd lumens for egress specify MAoeem MW is udlkaed when w Hmp wee is 77'F EM aaba de nwd br,mmob 6 SX?z60arr slndard m ekcho NH. FnruresmV wLEO 1-120V or 4-277V babknes ar adf0val rafees. di rAo Ia+ip uw75 rXvaa: aatae h12w1 Antlerypd,ws one 7 wo1-Wabk LED a two Inn aq aers,au Imp b 12501nera. HUBBELL OUTDOOR LIGHTING WWW.HUBBELLOUTDOOR.COM 2111 ACCESSORIES (order as separate part number LMC -SPC Polycarbonate shield (.125 thickness) PBT -1 120V button photocontrol PBT -234 208/240/277V button photocontrol REPLACEMENT PART 7737101 Polycarbonate Lens PHO70MErRICS Unit Description IES File # 18 LED — Clear Lens LMC-I8LU-5K IES 150w Pulse Start with Shield LMC-150P-CS.IES 150w Pulse Start - Shield removed LMC-150P.IES 100w Pulse Start with Shield' LMC-100P-CS.IES 100w Pulse Start - Shield removed' LMC-100RIES 70w Pulse Start with Shield` LMC-70P-CS.IES 70w Pulse Start - Shield removed' LMC-70P.IES 150w HPS with Shield LMC-150S-CS.IES 150w HPS - Shield removed LMC-150S.IES 42w Fluorescent with Shield LMC-42F-CS.IES 42w Fluorescent - Shield removed LMC-42F.IES 202w Fluorescent - no Shield LMC-84F.IES 'Output for magnetic pulse start or electronic ballast. HUBBELL OUTDOOR LIGHTING WWW.HUBBELLOUTDOOR.COM 2/11 MEDALLION 1 SERIES Cat. # Approvals Job Type A LDIN I APPLICATIONS • Specification -grade luminaire providing superior uniformity and light control for parking areas, office parks, schools, and walkways. e FEATURES T 1 • Architectural, one-piece die-cast aluminum housing with nominal .125" wall thickness. Contour A lines and radius corners complete unique design. • Die-cast aluminum door hinges to housing and secures with two, captive screws. Clear, flat or 1 c convex, tempered glass lens seals to door and housing with one-piece silicone gasketing. • Specular, anodized aluminum reflectors for horizontal lamp, provide Type II. III, IV, or V square light patterns, and for vertical lamp provide Type N or V square light patterns. Horizontal Type II, Type III, and vertical Type V reflectors feature unique, micro -faceted designs. IESNA full cutoff lighting classification achieved with flat lens. • Die-cast aluminum arm for pole mount features access door to facilitate installation. Wall mount A B C BPA Weigh available with cast aluminum bracket and arm. • Mogul porcelain socket, pulse rated, with spring-loaded, nickel -plated center contact and reinforced FLAT 16.0" 21.75" 10.0" 1.5 tL' 35 lbs lamp grip screw shell. Medium base for ED -17 lamp. 406 mm 552 mm 254 mm 0.1 m' 15.9 kg • 100-150w lag type, HPF ballast -20'F (-40'F for HPS). COMM 16.0" 21.75" 13.25" 1.6 fL' 37 Ibs • 200w -400w CWA type, HPF ballast, starting rated at -20°F (-40°F for HPS). 406 mm 552 mm 337 mm 0.2 m° 16k kg • Durable Lektrocote• TGIC thermoset polyester powder coat paint finish assures long life and NOTE EPA and weigh skies do not includemomftarm 5' and 6' arms add 0 22 ft' EPA and albs. maintenance -free service. 10" arm adds 0.44 ft.' EPA and 5.5115s. LISRNGS/CERTIFICATIONS • ULSee back page for shielded values.1598 listed for outdoor use in wet locations. • IDA fixture seal of approval when configured with flat lens. r ORDERING INFORM TION H� ORDERING EXAMPLE: Ch1 -A5 -P40 -H3 -F -Q -DB -L Series Mounting Source/ Lamp Lens Voltage Wattage Onentation/Distribution SERIES CN1 Medallion 1 Series MOUNT A5 Arm Mount (incl. 5" rigid arm) P12 not acceptable for 90" P15 configurations) A10 Arm Mount (incl. 10" rigid arm)' A06 Decorative Arm Mount P25 (includes 6" decorative P32 upswept arm, not acceptable P35 for 90" configurations) tNIIIIAS Wall Bracket Construction with R 5" straight arm 1NBA10 Wall Bracket Construction witit 100 watt (ED -23.5)' 10" straight arm WBAD6 Wall Bracket Construction with S25 6" decorative upswept arm MAF Mast Arm Fitter ha 23/e" OD DB horizontal mast arm) 0 No arm or wall bracket (only INN order w/o arm or wall bracket GR when mounting component is PS ordered as an accessory) WATTAGEYSOURCE PULSE START MIkTAL llll O P10 100 watt (ED -17) P12 125 watt (ED -17) P15 150 watt (ED -28)' P17 175 watt (ED -28)" P20 200 watt (T-15)' P25 250 watt (ED -28) P32 320 watt (ED -28) P35 350 watt (ED -28) P40 400 watt (ED -28) R HIGH PRESSURE SOOIBM S10 100 watt (ED -23.5)' S15 150 watt (ED -23.5)' S25 250 watt (ED -18) SO 400 watt (ED -18) 1 Must use ED -17 tamp for vertical orientation with flat lens. 2 Vertical lamp only. 3 Vertically tamped units avadable with medium base ED -17 lamps up to 200w PSMH and 150w HPS. 4 Factory wired for hghest voltage unless specified. 5 Not available with 100w Purse Stat MH lamp. 6 V4 confgurabons only for ground relamping. Includes door retention device. We do not offer light changer pok. 7 Required for 90' configurations, MAR 2 1 2011 Color Options CHANHASSEN PIa#fWNG DEP- LAMP ORIENTATION/DISTRIBUTION H2 Horizontal II - muld-faceted hydrofonned R3 Horizontal III - muld-faceted hydroformed H4 Horizontal N - mufti -piece N5 Horizontal V (square) hydroformed V4 Vertical N - multi -piece FB Vertical V (square) - muld-faceted hydroformed LENS Photo Button -120V F Flat' C Convex' R Convex Quick Release' VOLTA6E Q Quad -Tap* - 120/208/240/277V' 5 480VI T Tri -Tap* -120/277/347V' CSA COLOR DB Dark Bronze BL Black INN White GR Gray PS Platinum Silver RD Red (premium color) FG Forest Green (premium color) CC Custom Color (consuft factory) F1 Fusing -120V F2 Fusing - 208V F3 Fusing - 240V F4 Fusing - 277V Fb Fusing - 480V FB Fusing - 347V M Photo Button -120V P2 Photo Button - 208V P3 Photo Button - 240V P4 Photo Button - 277V PB Photo Button - 347V P11 Photo Cell Receptacle -120Y PR2 Photo Cell Receptacle - 208V PR3 Photo Cell Receptacle - 240V PR4 Photo Cell Receptacle - 27N PR5 Photo Cell Receptacle - 480V PR6 Photo Cell Receptacle - 347V RPA2 Round Pole Adapter (21% -3'/4') RPA3 Round Pole Adapter (3'/4"-3'/4") RPA4 Round Pole Adapter (37A"41h") RPA5 Round Pole Adapter (5") RPM Round Pole Adapter (6") QZ Quartz Restrike with lamp NS Internal House Side Shield RP Removable Powr-Panty TL Touch Latch - tool -free entry (not for ground relamping) VG Polycarbonate Vandal Guard L Lamp SPAULDING LIGHTING SHEET # MEDALLIONI-SPEC7110 ORDERING INFORMATION ACCESSORIES (order as separate part #) Catalog Number Description iPIS-XX'i Twin Parallel Luminaire Bracket CEI4MS-III' External House Side Shield MAF -CM )IN' Bracket for 23/8" OD horizontal mast arm SETA -DI` Square Pole Tenon Adapter (4 @ 90') (23/8"-27/8" OD tenon) BETA-= Round Pole Tenon Adapter (4 @ 90`) (23/8"-27/8" OD tenon) (REOUIRES 4" ROUND POLE ADAPTER) TETA-KIP Hexagonal Pole Tenon Adapter (3 ® 120") (23/8"-21/e" OD tenon) M-1 Photocontrol - Twist -Lock• Cell (120V) PTL -6 Photocontrol - Twist -Lock• Cell (120-277V) PI1-5 Photocontrol - Twist -Lock" Cell (4801) M-6 Photocontrol - Twist -Lock' Cell (347V) PSC Shorting Cap - Twist -Lock• I Arms, luminaires, and pole not included. 2 Replace XX with color choice, eg: DB for Dark Bronze F T' 3 - 1 CMI -ENS -MI AMFCM-X% extemal house bracket for 231s" OD horizontal side shield roast arm EPA = 0.57 ft' TPLB-XX 225 twin parallel luminaire bracket b EPA = 1.3 R' (4.9 it, with two CM1 Configuration Arm Length luminalres mounted wtfh 5" arms) STANDARD ARM 10" IOCAWASNEA eQTs FADM DETAIL Single FIATWASHIA pKTDE FDoWRE NUTIUTE �--� GASAET ATM n TO COIEA 2.8 ft' Notrs�+G (}++aE 2 at 160' 3.4 ft' (PATTERN END) o' 3 at 90' UST ADAPTOR 4.5 fN .563 .8875 27 HOLES 3 at 120' 4.3 tV 4.5 ft' - FIATWASHIA LDCAlVASHEA HILI( T XREW ®ROrUND AAU CO RFIGURE 1 SQUARE SQUARE AND POLE ROUND POLES A. ARM MOUNTNG INSTALLATION FOR SQUARE AND ROUNC POLES POLE TOR —1 SHIELDED EPA VALUES SPECIFICATIONS HOUSING Single -piece die cast aluminum alloy housing having a smooth surface appearance and nominal 0.125' wall thickness for rigid structural support, durability, and heat dissipation of electrical components. Featuring a two-tiered rectilinear housing, arched top, and vertically oriented side ribbing, all comers and edges have a radius comer design. Integral doorframe hinges remain inconspicuous in appearance. Nominal housing dimensions of 16" W x 21.75' L x 10" D (convex lens adds 3.25' depth). Housing to accept optional Twist -lock" and button -style photocell control equipment. Powder paint finishes standard. DOOR/LENS Single -piece die cast aluminum alloy doorframe having a smooth surface appearance and nominal 0.125' wall thickness for rigid structural support and durability. Radius doorframe edge smoothly transitions luminaire hous- ing sides to the bottom of the doorframe enclosure. The doorframe assembly remains captive to the housing as it hinges toward the rear of the luminaire when opened for servicing, however can be easily removed. The door assembly when closed fastens to the housing utilizing four points of contact consisting of two corrosion -resistant screws and two inconspicuous integral die cast aluminum hinges. Tool -free touch latch entry available which includes ground re-lamping access on vertically tamped units. Doorframe closure creates positive compression of single -piece silicone gasket. Clear tempered glass enclosure available in both flat and convex designs, which seal to the doorframe with a single -piece silicone gasket. Available doorframe accessories include a three -sided external house side shield (rotatable and painted to match housing color) and clear polycarbonate shielding for glass protection. Powder paint finishes standard. MOUNTING Single piece die-cast aluminum alloy rigid straight arm having a smooth surface appearance features an arched top and horizontal contour lines to complement the luminaire housing design. Available in both 5" and 10" lengths, all mounting hardware is concealed within the arm assembly and is accessible from an inconspicuous removable door on the lower portion of the casting. The decorative upswept cast aluminum arm features an arched top, 3.25" rise over a 6" length, and removable door on the lower portion of the casting. Luminaire and arm mounting hardware includes 1/2" diameter grade 5 bolts. Multiple cast aluminum adapters are available for round poles ranging from 23/4" to 6" in diameter. Wall plate bracket and mast arm fitter for horizontal 23/8" OD pipe also available. All mounting components include gasket material to seal between the luminaire housing and mounting accessory. Powder paint finishes standard. OPTICS Available reflectors include both horizontal and vertically lamped versions. Horizontal configurations include IES type II, III, N, and V -square distributions and feature a flat lens. Vertical configurations include IES type IV. and V -square distributions and feature a convex lens. IES type V distribution available with flat lens up to 200 watts in select lamp sources (see catalog logic). Flat lens design meets IES Full Cutoff classification standards. Internal and external house side shielding also available. ELECTRICAL Available HID wattage range of 100 to 400 watts from Metal Halide, Pulse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium sources. Optional removable Powr-Pant' to contain quick connects on both ballast and socket leads. Addibonal options include fusing, photocell cell control, and a quartz restrike lamp. FINISH TGIC thermoset polyester powder paint finish applied at nominal 2.5 -mil thickness. Prior to painting all luminaires and mounting accessories should be thoroughly cleaned with acid and alkaline cleaners followed by the application of a chromate conversion coating. 4 at 90' N/A 4.5 ft' #2 DRILL PATTERN FOR POLES Conve. lens adds 0.lft'EPA for single congguratim USTING/CERTIFICATION UL1598 approved for outdoor use in wet locations. 0.2ft' for doubles, 0.3It' for hiples and quads. Due to our continued efforts to improve our products, product specifications are subject to change without notice. �PAIJLDINGSpaulding Lighting • 701 Millennium Drive • Greenville, SC 29607 • PHONE: 864-678-1000 For more information visit our web site: www.spauldinglighting.com Copyright 0 2010 SPAULDING LIGHTING AA Rights Reserved MEDAWOR1-SPEC12/10 Printed In USA 225 b Configuration Arm Length 875 5"/6" 10" 3.5 Single 1.7 ft' 1.9 fN 2 at 90' WA 2.8 ft' 2 at 160' 3.4 ft' 3.8 fN 3 at 90' WA 4.5 fN .563 .8875 27 HOLES 3 at 120' 4.3 tV 4.5 ft' SPECIFICATIONS HOUSING Single -piece die cast aluminum alloy housing having a smooth surface appearance and nominal 0.125' wall thickness for rigid structural support, durability, and heat dissipation of electrical components. Featuring a two-tiered rectilinear housing, arched top, and vertically oriented side ribbing, all comers and edges have a radius comer design. Integral doorframe hinges remain inconspicuous in appearance. Nominal housing dimensions of 16" W x 21.75' L x 10" D (convex lens adds 3.25' depth). Housing to accept optional Twist -lock" and button -style photocell control equipment. Powder paint finishes standard. DOOR/LENS Single -piece die cast aluminum alloy doorframe having a smooth surface appearance and nominal 0.125' wall thickness for rigid structural support and durability. Radius doorframe edge smoothly transitions luminaire hous- ing sides to the bottom of the doorframe enclosure. The doorframe assembly remains captive to the housing as it hinges toward the rear of the luminaire when opened for servicing, however can be easily removed. The door assembly when closed fastens to the housing utilizing four points of contact consisting of two corrosion -resistant screws and two inconspicuous integral die cast aluminum hinges. Tool -free touch latch entry available which includes ground re-lamping access on vertically tamped units. Doorframe closure creates positive compression of single -piece silicone gasket. Clear tempered glass enclosure available in both flat and convex designs, which seal to the doorframe with a single -piece silicone gasket. Available doorframe accessories include a three -sided external house side shield (rotatable and painted to match housing color) and clear polycarbonate shielding for glass protection. Powder paint finishes standard. MOUNTING Single piece die-cast aluminum alloy rigid straight arm having a smooth surface appearance features an arched top and horizontal contour lines to complement the luminaire housing design. Available in both 5" and 10" lengths, all mounting hardware is concealed within the arm assembly and is accessible from an inconspicuous removable door on the lower portion of the casting. The decorative upswept cast aluminum arm features an arched top, 3.25" rise over a 6" length, and removable door on the lower portion of the casting. Luminaire and arm mounting hardware includes 1/2" diameter grade 5 bolts. Multiple cast aluminum adapters are available for round poles ranging from 23/4" to 6" in diameter. Wall plate bracket and mast arm fitter for horizontal 23/8" OD pipe also available. All mounting components include gasket material to seal between the luminaire housing and mounting accessory. Powder paint finishes standard. OPTICS Available reflectors include both horizontal and vertically lamped versions. Horizontal configurations include IES type II, III, N, and V -square distributions and feature a flat lens. Vertical configurations include IES type IV. and V -square distributions and feature a convex lens. IES type V distribution available with flat lens up to 200 watts in select lamp sources (see catalog logic). Flat lens design meets IES Full Cutoff classification standards. Internal and external house side shielding also available. ELECTRICAL Available HID wattage range of 100 to 400 watts from Metal Halide, Pulse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium sources. Optional removable Powr-Pant' to contain quick connects on both ballast and socket leads. Addibonal options include fusing, photocell cell control, and a quartz restrike lamp. FINISH TGIC thermoset polyester powder paint finish applied at nominal 2.5 -mil thickness. Prior to painting all luminaires and mounting accessories should be thoroughly cleaned with acid and alkaline cleaners followed by the application of a chromate conversion coating. 4 at 90' N/A 4.5 ft' #2 DRILL PATTERN FOR POLES Conve. lens adds 0.lft'EPA for single congguratim USTING/CERTIFICATION UL1598 approved for outdoor use in wet locations. 0.2ft' for doubles, 0.3It' for hiples and quads. Due to our continued efforts to improve our products, product specifications are subject to change without notice. �PAIJLDINGSpaulding Lighting • 701 Millennium Drive • Greenville, SC 29607 • PHONE: 864-678-1000 For more information visit our web site: www.spauldinglighting.com Copyright 0 2010 SPAULDING LIGHTING AA Rights Reserved MEDAWOR1-SPEC12/10 Printed In USA ACCESSORIES POLE ADAPTERS _ ARM -C -S -S -XX 5" paid straiaht arm ARM -C -ID -S -XX 10" rigid straight arm ARM -CRD -&S -XX 6" rigid upswept arm CRD-RPA2-XX Round pole adapter for straight and upswept arm (2-3/4" to 3-1/8" dia. pole) CRD-RPA3-XX Round pole adapter for straight and upswept arm (3-1/4" to 3-3/4" dia. pole) CRD-RPA4-XX Round pole adapter for straight and upswept arm (3-7/8" to 4-1/2" dia. pole) CRD-RPAS-XX Round pole adapter for straight and Upswept arm (5" dia pole) CRD-RPA6-XX Round pole adapter for straight and upswept arm (6" dia. pole) SSS -498 -XX= Square Pole Tenon Adapter (4 ® 901 (23/8"-27/8" OD tenon) RSS-490-XX' Round Pole Tenon Adapter (4 0 90% (23/8"-27/a" OD tenon) (requires 4" round pole adapter) RSS-3128-XX' Round Pole Tenon Adapter (3 ® 120') (23/a" -27/s" OD tenon) (requires 4" round pole adapter) WB -CR -XX Wall bracket MAF -CM -XX Horizontal mast arm fitter for 2-3/8" OD mast arm TPLB-XX Twin parallel luminaire bracket 8914527 CMI internal house side shield CRI -M Polycarbonate vandal shield CM1-BIS-XX External house side (EPA = .57) PTL -1 (Must use PCR (1) option) Photocontrol - Twistlock cell (120%) PTL -8 (Must use PCR (1) option) Photocontrol - Twistlock cell (120 208 240 27M PR -5 (Must use PCR (X) option) Photocontrol - Twistlock cell (480%) PTL -6 (Must use PCR (1) option) Photocontrol - Twistlock cell (3471) PSC (Must use PGR (X) option) Shorting Cap - Twistlock AAWA-XX Adjustable arm direct mount Due to our continued efforts to improve our products, product specifications are subject to change without notice. §PAJILDING Spaulding Lighting • 701 Millennium Drive • Greenville, SC 29607 • PHONE: 864-675-1000 For more information visit our web site: www.spauldinglighting.com GoWght 0 2010 SPAULDMG LIGHTMG AN Rights Reserved ME DAWON1-SPEC7110 Printed In USA BP GAS STATION SITE PLAN AND CUP - PLANNING CASE 2011-04 $425.00 Conditional Use Permit $554.18 Site Plan Permit $100.00 Recording Escrow $200.00 Notification Sign S1,279.18 TOTAL $1,279.18 Less Check #2150 from Chanhassen Amoco/BP Inc. S0.00 BALANCE City of Chanhassen P 0 BOX 147 CHANHASSEN MN 55317 03/22/2011 8:13 AM Receipt No. 0153302 CLERK: bethany PAYEE: Chan Amoco/BP Inc 7905 Great Plains Blvd Chanhassen MN 55317 BP Gas Station - Planning Case 2011-04 ------------------------------------------------------- Conditional Use Permit 425.00 Notification Sign 200.00 Recording Fees 100.00 Site Plan Permit 554.18 Total 1,279.18 Cash 0.00 Check 2150 1,279.18 Change SCANNED Date: March 22, 2011 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: April 1, 2011 By: Angie Kairies, Planner I — (952) 227-1132 Subject: Request for Site Plan Permit and Conditional Use Permit to redevelop the existing Chanhassen BP Convenience Store, Car Wash and Gas Pump/Canopy on property zoned Highway and Business Services (BH) and located at 7905 Great Plains Boulevard. Applicant: Khaled Aloul Planning Case: 2011-04 PID: 25-0132000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 21, 2011. The 60 -day review period ends May 20, 2011. 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 April 19, 2011 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 1, 2011. 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 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 5. U.S. Army Corps of Engineers 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife SCANNED Carver County, MN r �• �R, Property Information Parcel ID: 250132000 Taxpayer Name: CAMELOT CONVBQUALITY FUELBFOOD Taxpayer Address: 7905 GREAT PLAINS BLVD Taxpayer City St. Zip: CHANHASSEN, MN 55317-9764 AS400 Acres: 1.25 Homestead: School District: 0112 Watershed District: WS 064 RILEY PURG BLUFF CREEK Property Address: 7905 GREAT PLAINS BLVD Tax Exempt: N Property City: CHANHASSEN Platname: GIS Acres: 1.13 Disclaimer: This map was created using Carver County's Geographic Map Scale N Information Systems (GIS), it is a compilation of information and data from various Cay.County, State, and Federal offices. This map is not a 1 inch = 230 feet surveyed or legally recorded map and is intended to be used as a WE reference. Carver County is not responsible for any inaccuracies contained herein. Map date 3/22/2011 S Carver County, MN -. s ,r _ 'z'� _ { 1 � J s —4foe L/ R db Property Information Parcel ID: 250132000 AS400 Acres: 1.25 Taxpayer Name: CAMELOT CONV&QUALITY FUEL&FOOD Homestead: Taxpayer Address: 7905 GREAT PLAINS BLVD School District: 0112 Taxpayer City St. Zip: CHANHASSEN, MN 55317-9764 Watershed District: WS 064 RILEY PURG BLUFF CREEK Property Address: 7905 GREAT PLAINS BLVD Tax Exempt: N Property City: CHANHASSEN Platname: GIS Acres: 1.13 Disclaimer: This map was created using Carver County's Geographic Map Scale N Information Systems (GIS). it is a comptlabon of information and data fromvariou State, and Federal offices. This map is not a 1 inch = 230 feet survey d or legally surveyed a legally recorded map and is intended to be used as a w E reference. Carver County is not responsible for any inaccuracies contained herein. Map Date 3/22/2011 S LAREDO SERIES LMC SERIES LED SYSTEM Cat.# Approvals Job Type SPECIFICATIONS Intended Use: Full cutoff perimeter or entry lighting for 10-15ft mounting heights that require high light output and maximum energy efficiency. Laredo LMC LED provides low installation costs with little or no maintenance and great energy savings. Ideal for schools, factories, hospitals, warehouses and retail applications. Construction: Decorative die cast aluminum housing and door. Rugged design protects internal components and provides excellent thermal management for long life. 70% lumen maintenance at 50,000 hours minimum. BOO series powder paint finishes provide lasting appearance in outdoor environments. Five standard finishes include: Bronze, Blade, Gray, White and Platinum. Multiple options customize including a tool -free latch, which allows re -tamping of HID units from the ground, photoccirrW for energy savings, intregral ballast back-up battery for fluorescent units, fusing, quartz standby and EM sockets for remote power, lamps and five standard finishes. optics: LED: 18 High Power LEDs deliver 2039 lumens and combination of optical lenses and reflectors deliver light in a rectangular pattern with better than 3 to 1 max to min uniformity. 5DOOK/70 CRI LEDs provide excellent color rendition at 46 lumens per watt HID/CFL.• Vertical lamp position (lamp is optional on HID and CFL units) provides maximum HID performance and life. Standard, removable front shield on single lamp units, reduces forward beam projection while maintaining lateral throw, rf desired. Distribution: Full cutoff distribution - Flat glass and optics provide wide spread with an environmentally friendly light control. IDA compliant. Electrical: Wide selection of wattage and sources including LED, pulse start electronic metal halide and fluorescent systems (see below) LED Amp Draw: 0.4 AMPS max Optional battery for emergency egress -120V or 277V - provides 90 minutes/615 lumens Installation: Three 1/2' conduit hubs Rop and sides), allow feed-thru surface wiring capability on HID and CFL units. Foam gasket for sealing to smooth surfaces with two or three key slot configuration. Mounting template included. LED units, designed with quick mount system to provide rigid mounting over recessed junction boxes - fixture does not require opening for mounting. Outdoor Lighting T c 1 A B C 16.0' 12.125' 9.0' (406 mm) (308 mm) (229 mm) MAR 2 1 2011 Listings: Listed and labeled to UL 1598 for wet locations, 25' C ambient environments. _ U.S. Patent No. D563,587 Limited Warranty. em One year HID &CFL, 5 years LED ORDERING INFORMATION ORDERING EXAMPLE: LMC -150P 8 -1 -TL LMC - I 1 Series SERIES Wattage/SourceNottage LMC Laredo Medium Cutoff 'LED 18 LEDs, 44.5watts, 2039 lumens out of fixture, 5000K color, 70 CRI I I Finish Options WATTAGFFISO URCE/YOLTAGE LED* 18LU-5K 44.5w Universal Voltage 120-277V PULSE START METAL HALIDE 50P 9 50w 1201277V Dual Volt 70P 8 70w Quad -Tap• 120,208,240,277V 70P 6 70w Tri -Tap@ 120, 277, 347V 100P 8 100w Quad -Tap• 120, 208, 240, 277V 100P 6 100w Tri -Tap° 120, 277, 347V 100P 5 100w 480V 150P 8 150w Quad -Tap' 120,208,240,277V 150P 6 150w Tri -Tap* 120, 277, 347V 150P 5 150w 480V WA TTAGE/SOURCE/VOLTAGE ELECTRONIC METAL HALIDE 70E'8 70w Ouad-Tap• 120, 208, 240, 277V 100E' 8 100% Ouad-Tap• 120, 208, 240, 277V ELECTRONIC FLUORESCENT 421' 8 42w Ouad-Tap* 120,208,240,277V 84F" 8 84w Quad -Tap° 120, 208, 240, 277V HIGH PRESSURE SODIUM 70S8 70w Quad -Tap* 120, 208, 240, 277V 70S 6 70w Tri -Tap- 120, 277, 347V 150S8 150w Quad -Tap® 120, 208, 240, 277V 1150S6 150w Tri-Tap®120, 277, 347V FINISH OPTIONS 1 Bronze PC(X) Button Photocontrol replace X 2 Black with voltage, specify 1-120V, 3 Gray 2-208V, 3-24OV, 4-277V 4 White TL7 Touch Latch, Tool -free Entry 5 Platinum LPI Lamp Included F(X)7 Fusing replace X with voltage, 1-1 20V, 2-208V, 3-24OV, 4-277V QST' Time Delay Quartz stand by system less lamp EM&7 DC Bayonet Socket (for remote power by others) Ebi MR11/MR16 Two Pin Socket (for 12V power by others) 2EM121.1 Two MR11 or MR16Two Pin Sockets (for 12V power by others) BBU-XXX',7 Emergency Battery Back-up, rated -4'f ,120 or 277V I ro m wayes6_1bnindcarestess6e wt 150S 5 480V BOC -XXX' Emergency Battery Back-up, 2 For Lamp mduded' o'bon on Mu cent indcafe desired wattage: 42F - LP42, LP32. LP2rA 84F rated -0-C,120 or 277V - LP84(2,42.), 0'.4 i2,321W LP52 Rr26M. 3 Lamps mr nA4ed. s ore ekrtrax baduK :old can ppr de BOC-LED(X) Emergency Battery providing 615 �u0"°'"d,`°'t"ev".'Qatteyd"`"�a 'n°'0�de ^"eSCn°no" aso%rem"awfd6.ad lumens for egress specify u0 to 7250 hrtneru hx a m+.w•,um o! Sb mivrtes OxnaMa^ rs -e;uDk between -t'F aM • lin'F. w, m, o pn 6 am r; d wren r e awe ;emne,3v E.+mMa, s ne ;o roe 6 Sansone sti� w eixft n ,w. A rescent or LM 1-120V or 4-277V Wt7en aadd6ow 61hues.On!w1 b^c I tc <'r.cw 1; 32. 3,4N � a>rr-, pc-_ rs are 7 Mod aw bk LID a Im Lamp CR �ersms wo to 1250 tuna s. HUBBELL OUTDOOR LIGHTING WWW.HUBBELLOUTDOOR.COM 2/11 SCANNED ACCESSORIES __(order as separate part num berL LMC -SPC Polycarbonate shield (.125 thickness) PBT -1 120V button photocontrol PBT -234 208/240/277V button photocontrol REPLACEMENT PART 7737101 Polycarbonate Lens PHOTOMETRICS Unit Description IES File # 18 LED — Clear Lens LMC-I8LU-5K.IES 150w Pulse Start with Shield LMC-150P-CS.IES 150w Pulse Start - Shield removed LMC-150P.IES 100w Pulse Start with Shield' LMC-100P-CS.IES 100w Pulse Start - Shield removed' LMC-100P.IES 70w Pulse Start with Shield' LMC-70P-CS.IES 70w Pulse Start - Shield removed' LMC-70P.IES 150w HPS with Shield LMC-150S-CS.IES 150w HPS - Shield removed LMC-150S.1ES 42w Fluorescent with Shield LMC-42F-CS.IES 42w Fluorescent - Shield removed LMC-42F.IES 2x42w Fluorescent - no Shield LMC-84F.IES 'Output for magnetic pulse start or electronic ballast. HUBBELL OUTDOOR LIGHTING WWW.HUBBELLOUTDOOR.COM 2111 MEDALLION 1 SERIES Cat. # Approvals Job Type WGH 11114 APPUCAT/ONS 100 watt (ED -17) • Specification -grade luminaire providing superior uniformity and light control for parking areas, — r office parks, schools, and walkways. F B c FEATURES T L • Architectural, one-piece die-cast aluminum housing with nominal .125" wall thickness. Contour 200 watt (T-15)' lines and radius comers complete unique design. 250 watt (ED -28) • Die-cast aluminum door hinges to housing and secures with two, captive screws. Clear, flat or c convex, tempered glass lens seals to door and housing with one-piece silicone gasketing. 350 watt (ED -28) • Specular, anodized aluminum reflectors for horizontal lamp, provide Type ll, III, N, or V square light 400 watt (ED -28) patterns, and for vertical lamp provide Type N or V square light patterns. Horizontal Type ll, Type N16R PRESSINIE SOMR11 III, and vertical Type V reflectors feature unique, micro -faceted designs. IESNA full cutoff lighting 100 watt (ED -23.5)' classification achieved with flat lens. 150 watt (ED -23.5), • Die-cast aluminum arm for pole mount features access door to facilitate installation. Wall mount 250 watt (ED -18) available with cast aluminum bracket and arm. A B C EPA weight • Mogul porcelain socket, pulse rated, with spring-loaded, nickel -plated center contact and reinforced RAT 16.0" 21.75" 10.0" 1.5 fL' 35 lbs lamp grip screw shell. Medium base for ED -17 lamp. 406 mm 552 mm 254 mm 0.1 m= 15.9 kg • 100-150w lag type, HPF ballast -20'F (-40`F for HPS). CONVEX 16.0" 21.75" 13.25' 1.6 ft.' 37 lbs • 200w -400w CWA type, HPF ballast, starting rated at -20°F (-40'F for HPS). 406 mm 552 mm 337 mm 0.2 m° 16k kg • Durable Lektrocote" TGIC thermoset polyester powder coat paint finish assures long life and NOTE. EPA and weight values do not include mounting arm 5- and 6- arms add 0.22 ft' EPA and albs. maintenance -free service. t0- arm adds 0.44 /t' EPA and 5.50s. USTINGS/CERTIFIC41/0NS • LIL1598 listed for outdoor use in wet locations. see back page la shielded values. • s�• © Round Pole Adapter (61 IDA fixture seal of approval when configured with flat lens. I „s ORDERING INFORMATION ORDERING EXAMPLE: CM1-A5-P40-H3-F-D-DB-L f I 3 Series Mounting Source/ Lamp Lens Voltage Color Options Wattage Orientation/Distribution SERIES CM1 Medallion 1 Series MOUNT A5 Arm Mount (incl. 5" rigid arm) not acceptable for 90' configurations) A10 Arm Mount (ind. to" rigid arm)' AN Decorative Arm Mount (includes 6" decorative upswept arm, not acceptable for 90" configurations) WBA5 Wall Bracket Construction with 5" straight arm WBA10 Wall Bracket Construction with 10" straight arm WBADO Wall Bracket Construction with 6" decorative upswept arm MAF Mast Arm Fitter (for 23A" OD horizontal mast arm) 0 No arm or wall bracket (only order w/o arm or wall bracket when mounting component is ordered as an accessory) WATTABE/SOUNCE PULSE START METAL HALIDE P10 100 watt (ED -17) P12 125 watt (ED -17) PIS 150 watt (ED -28)' P17 175 watt (ED -28)- P20 200 watt (T-15)' P25 250 watt (ED -28) P32 320 watt (ED -28) P35 350 watt (ED -28) P40 400 watt (ED -28) Black N16R PRESSINIE SOMR11 SIG 100 watt (ED -23.5)' S15 150 watt (ED -23.5), S25 250 watt (ED -18) S40 400 watt (ED -18) 1 Must use ED -17 lamp /or vertical onemabon with pat lens - 2 Vertical lamp only. 3 Verticahy ramped units available with medium base ED -17 lamps up to 200w PSMH and 150w HPS. 4 Factory wired /or highest voltage unless specified. 5 Not available with 100w Pulse Start MH lamp. 6 V4 configurations only to ground relamping. Includes door retention device. We do not offer light changer pole. 7 Required for 90' configurabbns. SPAULDING LIGHTING LAMP OR/ENTA110N/OISTNISU110N H2 Horizontal II - murd-faceted hydroformed _ R3 Horizontal III - mul8-faceted hydroformed R4 Horizontal N - mufti -piece HIS Horizontal V (square) hydroformed V4 Vertical N - mufti -piece V5 Vertical V (square) - mull -faceted hydroformed rT_T LJ F Flat' C Convex' R Convex Quick Release• VOLTAGE a Quad -Tap• - 1 2 0/2 0 812 4 0 /2 77V' 5 480V T Tri -Tap- -120/277/347V' CSA COLOR P2 DB Dark Bronze BL Black WN White GR Gray PS Platinum Silver RD Red (premium color) FG Forest Green (premium color) CC Custom Color (consult factory) CITY CF CH&A' - • RECF!%' P -MAR 2 1.2"011 CHANHASSFN PLftNIN(- !)PPI OPMNS F1 Fusing - 120V F2 Fusing - 208V F3 Fusing - 240V F4 Fusing - 277V F5 Fusing - 480V F6 Fusing - 347V P1 Photo Button -120V P2 Photo Button - 208V P3 Photo Button - 240V P4 Photo Button - 277V P6 Photo Button - 347V PR1 Photo Cell Receptacle -120V PR2 Photo Cell Receptacle - 208V PR3 Photo Cell Receptacle - 240V PR4 Photo Cell Receptacle - 277V PRS Photo Cell Receptacle - 480V PR6 Photo Cell Receptacle - 347V RPA2 Round Pole Adapter (2'/4"-3'h")_ RPA3 Round Pole Adapter (31/4"-33/4") RPA4 Round Pole Adapter (31/e"41/2") RPA5 Round Pole Adapter (5") RPA6 Round Pole Adapter (61 HS Internal House Side Shield RP Removable Powr-Panty TL Touch Latch - tool -free entry (not for ground relamping) VG Polycarbonate Vandal Guard L Lamp SHEET # MEDALLIONi-SPEC7/10 SCM ORDERING INFORMATION ACCESSORIES (order as separate part ff) Catalog Number Description TPLB-X(" Twin Parallel Luminaire Bracket CIN1-ENS-MP External House Side Shield MAF -CM -)W Bracket for 23/8" OD horizontal mast arm SETA -XX' Square Pole Tenon Adapter (4 @ 90') (23/8"-27/81, OD tenon) BETA -)W _ Round Pole Tenon Adapter (4 @ 90°) (23/8"-27/8" OD tenon) (REQUIRES 4" ROUND POLE ADAPTER) TSTA -MP Hexagonal Pole Tenon Adapter (3 0120°) (23/8"-27/8" OD tenon) PT1-1 Photocontrol - Twist -Lock• Cell (120V) M-8 Photocontrol - Twist -Lock• Cell (120-277V) PTL -5 Photocontrol - Twist -Lock• Cell (48OV) PTL"6 Phot000rltrol - Twist -Lock' Cell (347V) PSC Shorting Cap - Twist -Lock' 1 Arms, luminaves, and pole not included. 2 Replace XX with color choice, ege8 fa Dark Bronze t tib B 9 CMI -EMS -XX MAF -CM -XX external house bracket for 2JIe 00 horfzontal side shield mast arm FPA =0.57 ft' 45.5" 225 1PtB-XX b Configuration twin parallel luminalre bracket .875 EPA = 2.3 W (4.9 ft' with two CMI 5"/6" 10" luminalres mounted with 5^ arms) Single 1.7 ft' 1.9 It, STANDARD ARM-wRarzw(R 10CKWASHER ears FROM DETAIL ELKTWASHIR NLD( FWTURf 3.4 W GASKET 2 3 at g0' ARM 4.5 ft' /t�) MUT n.v( 4.3 ft' 4.5 ft' i0 �t COVER N/A 4.5 ft' HOI15Nr 04101f Convex tens adds 0. ift I EPA for single coopi76vns. 0.28' for doubles. 0.3ft' for tnples and pods. PATTERN ENCI o' cwsT AnAllal o - MT WASIRR IOCRWASHER HEX MUT 011C.'1L1'N11 ARM COVER FIGURE 1 QOARE SQUARE AND POLEROUND POLES A. ARM MOUWNG INSTALLATION FOR SQUARE AND ROUND POLES POLE TOP SHIELDED EPA VALUES SPECIRCA17ONS HOUSING Single -piece die cast aluminum alloy housing having a smooth surface appearance and nominal 0.125" wall thickness for rigid structural support, durability, and heat dissipation of electrical components. Featuring a two-tiered rectilinear housing, arched top, and vertically oriented side ribbing, all corners and edges have a radius corner design. Integral doorframe hinges remain inconspicuous in appearance. Nominal housing dimensions of 16" W x 21.75" L x 10" D (convex lens adds 3.25" depth). Housing to accept optional Twist -Lock'° and button -style photocell control equipment. Powder paint finishes standard. DOORAENS Single -piece die cast aluminum alloy doorframe having a smooth surface appearance and nominal 0.125' wall thickness for rigid structural support and durability. Radius doorframe edge smoothly transitions luminaire hous- ing sides to the bottom of the doorframe enclosure. The doorframe assembly remains captive to the housing as it hinges toward the rear of the luminaire when opened for servicing, however can be easily removed. The door assembly when closed fastens to the housing utilizing four points of contact consisting of two corrosion -resistant screws and two inconspicuous integral die cast aluminum hinges. Tool -free touch latch entry available which includes ground re-lamping access on vertically lamped units. Doorframe closure creates positive compression of single -piece silicone gasket. Clear tempered glass enclosure available in both flat and convex designs, which seal to the doorframe with a single -piece silicone gasket. Available doorframe accessories include a three -sided external house side shield (rotatable and painted to match housing color) and clear polycarbonate shielding for glass protection. Powder paint finishes standard. MOUNTING Single piece die-cast aluminum alloy rigid straight arm having a smooth surface appearance features an arched top and horizontal contour lines to complement the luminaire housing design. Available in both 5" and 10" lengths, all mounting hardware is concealed within the arm assembly and is accessible from an inconspicuous removable door on the lower portion of the casting. The decorative upswept cast aluminum arm features an arched top, 3.25" rise over a 6" length, and removable door on the lower portion of the casting. Luminaire and arm mounting hardware includes 1/2" diameter grade 5 bolts. Multiple cast aluminum adapters are available for round poles ranging from 23/4" to 6" in diameter. Wall plate bracket and mast arm fitter for horizontal 23/8" OD pipe also available. All mounting components include gasket material to seal between the luminaire housing and mounting accessory. Powder paint finishes standard. OPTICS Available reflectors include both horizontal and vertically lamped versions. Horizontal configurations include IES type Il, III, IV. and V -square distributions and feature a flat lens. Vertical configurations include IES type IV, and V -square distributions and feature a convex lens. IES type V distribution available with flat lens up to 200 watts in select lamp sources (see catalog logic). Flat lens design meets IES Full Cutoff classification standards. Internal and external house side shielding also available. ELECTRICAL Available HID wattage range of 100 to 400 watts from Metal Halide, Pulse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium sources. Optional removable Powr-Pant" to contain quick connects on both ballast and socket leads. Additional options include fusing, photocell cell control, and a quartz restrike lamp. KNISH TGIC thermoset polyester powder paint finish applied at nominal 2.5 -mil thickness. Prior to painting all luminaires and mounting accessories should be thoroughly cleaned with acid and alkaline cleaners followed by the application of a chromate conversion coating. LISTING/CERTIFICATION UL1598 approved for outdoor use in wet locations. Due to our continued efforts to improve our products, product specifications are subject to change without notice. alrAU69ING Spaulding Lighting • 701 Millennium Drive • Greenville, SC 29607 • PHONE: 864-678-1000 For more information visit our web site: www.spauldinglighting.com Copyright 9 2010 SPAULDING LIGHTING All Rights Reserved MEDALLIDNi-SPEC12/10 Printed In USA 225 b Configuration Arm Length .875 5"/6" 10" 3.5 Single 1.7 ft' 1.9 It, 2 at g0' N/A 2.8 ft' 2 at 1808 3.4 W 3.8 ft' 2 3 at g0' N/A 4.5 ft' 01.875 HOL3ES 3 at 120' 4.3 ft' 4.5 ft' OLE 4 at BO' N/A 4.5 ft' #2 DRILL PATTERN FOR POLES Convex tens adds 0. ift I EPA for single coopi76vns. 0.28' for doubles. 0.3ft' for tnples and pods. SPECIRCA17ONS HOUSING Single -piece die cast aluminum alloy housing having a smooth surface appearance and nominal 0.125" wall thickness for rigid structural support, durability, and heat dissipation of electrical components. Featuring a two-tiered rectilinear housing, arched top, and vertically oriented side ribbing, all corners and edges have a radius corner design. Integral doorframe hinges remain inconspicuous in appearance. Nominal housing dimensions of 16" W x 21.75" L x 10" D (convex lens adds 3.25" depth). Housing to accept optional Twist -Lock'° and button -style photocell control equipment. Powder paint finishes standard. DOORAENS Single -piece die cast aluminum alloy doorframe having a smooth surface appearance and nominal 0.125' wall thickness for rigid structural support and durability. Radius doorframe edge smoothly transitions luminaire hous- ing sides to the bottom of the doorframe enclosure. The doorframe assembly remains captive to the housing as it hinges toward the rear of the luminaire when opened for servicing, however can be easily removed. The door assembly when closed fastens to the housing utilizing four points of contact consisting of two corrosion -resistant screws and two inconspicuous integral die cast aluminum hinges. Tool -free touch latch entry available which includes ground re-lamping access on vertically lamped units. Doorframe closure creates positive compression of single -piece silicone gasket. Clear tempered glass enclosure available in both flat and convex designs, which seal to the doorframe with a single -piece silicone gasket. Available doorframe accessories include a three -sided external house side shield (rotatable and painted to match housing color) and clear polycarbonate shielding for glass protection. Powder paint finishes standard. MOUNTING Single piece die-cast aluminum alloy rigid straight arm having a smooth surface appearance features an arched top and horizontal contour lines to complement the luminaire housing design. Available in both 5" and 10" lengths, all mounting hardware is concealed within the arm assembly and is accessible from an inconspicuous removable door on the lower portion of the casting. The decorative upswept cast aluminum arm features an arched top, 3.25" rise over a 6" length, and removable door on the lower portion of the casting. Luminaire and arm mounting hardware includes 1/2" diameter grade 5 bolts. Multiple cast aluminum adapters are available for round poles ranging from 23/4" to 6" in diameter. Wall plate bracket and mast arm fitter for horizontal 23/8" OD pipe also available. All mounting components include gasket material to seal between the luminaire housing and mounting accessory. Powder paint finishes standard. OPTICS Available reflectors include both horizontal and vertically lamped versions. Horizontal configurations include IES type Il, III, IV. and V -square distributions and feature a flat lens. Vertical configurations include IES type IV, and V -square distributions and feature a convex lens. IES type V distribution available with flat lens up to 200 watts in select lamp sources (see catalog logic). Flat lens design meets IES Full Cutoff classification standards. Internal and external house side shielding also available. ELECTRICAL Available HID wattage range of 100 to 400 watts from Metal Halide, Pulse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium sources. Optional removable Powr-Pant" to contain quick connects on both ballast and socket leads. Additional options include fusing, photocell cell control, and a quartz restrike lamp. KNISH TGIC thermoset polyester powder paint finish applied at nominal 2.5 -mil thickness. Prior to painting all luminaires and mounting accessories should be thoroughly cleaned with acid and alkaline cleaners followed by the application of a chromate conversion coating. LISTING/CERTIFICATION UL1598 approved for outdoor use in wet locations. Due to our continued efforts to improve our products, product specifications are subject to change without notice. alrAU69ING Spaulding Lighting • 701 Millennium Drive • Greenville, SC 29607 • PHONE: 864-678-1000 For more information visit our web site: www.spauldinglighting.com Copyright 9 2010 SPAULDING LIGHTING All Rights Reserved MEDALLIDNi-SPEC12/10 Printed In USA ACCESSORIES POLE ADAPTERS AR _ M -C -S -S -XX 5' rigid straight arm AR 10 -S -XX 10" rigid straight arm ARM-CRD44-XX 6" rigid upswept arm 6WtPA2-XX Round pole adapter for straight and upswept arm (2-3/4" to 3-1/8" dia. pole) CRD-RPA3-XX Round pole adapter for straight and upswept arm (3-1/4" to 3-3/4" dia. pole) CRD-RPA4-XX Round pole adapter for straight and upswept arm (3-7/8" to 4-1/2" dia. pole) CRD-RPAS-XX Round pole adapter for straight and upswept arm (5" dia pole) CRD-RPA6-XX Round pole adapter for straight and __ upswept arm (6" dia. pole) SSS -490 -XX' Square Pole Tenon Adapter (4 0 90°) (23/8"-27/8" OD tenon) RSS-490-XX' Round Pole Tenon Adapter (4 0 90% (23/8"-27/8" OD tenon) (requires 4" round pole adapter) RSS-3120-XX° Round Pole Tenon Adapter (3 0 120°) (23/e"-27/8" OD tenon) (requires 4" round pole adapter) YM -CR -XX Wall bracket MAF -CIM -XX Horizontal mast arm fitter for 2-3/8" OD mast arm TPLB-XX Twin parallel luminaire bracket 8914527 CMI internal house side shield CRI -M Polycarbonate vandal shield CM 43IS-XX External house side (EPA = .57) PTL -1 (Must use PCR (X) option) Photocontrol - Twisdock cell (120V) PTL -8 (Must use PCR ()n option) Photocontrol - Twistlock cell (120, 208 240 277V) M-5 (Must use PCR (X) option) Photocontrol - Twisdock cell (480V) PTL -6 (Must use PCR (X) option) Photocontrol - Twistlock ceN (347V) PSC (Must use PCR (X) option) Shorting Cap - Twisfbck AADM-XX Adjustable arm direct mount Due to our continued efforts to improve our products, product specifications are subject to change without notice. SPAIJLD114G Spaulding Lighting • 701 Millennium Drive • Greenville, SC 29607 • PHONE: 864-678-1000 For more information visit our web site: www.spauldinglighting.com Copyright 0 2010 SPAULDING UGNnNG AS Rights Reserved MEDAW0N1-SPEC7110 Printed In USA 1:1 11 1 1111 111 TITLE SHEET AND NOTES CHANHASSEN, MINNESOTA GENERAL NOTES The information shown on these drawings concerning type and location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to type and location of utilities as necessary to avoid damage to these utilities. Contact Gopher State One—Call at (651) 454-0002 for existing utility locations. The contractor shall field verify size, elevation, and location of existing sanitary sewer, storm sewer, and watermain and notify Engineer of any discrepancies prior to the start of installations. Installations shall conform to the City Standard Specifications. Contractor shall notify City Public Works Department a minimum of 24 hours prior to the interruption of any sewer or water services to existing homes or businesses. Storage of materials or equipment shall not be allowed on public streets or within public right—of—way. A Minnesota Licensed Civil Engineer must design and certify all retaining walls 4—foot high and higher. Notify City a minimum of 48 hours prior to the commencement of construction. No burning permits will be issued for trees removed. Trees and scrub must be removed from site or chipped. Temporary street signs are required to be installed as soon as construction begins. Signs shall be of approved size, weather resistant and be maintained until replaced by permanent signs. WATERMAIN NOTES Existing watermain location and size shall be verified in the field prior to construction. Notify engineer of any discrepancies prior to any installations. Watermain shall be 6" ductile iron pipe (DIP) class 52. An approved plastic film wrap is required on all DIP pipe. Provide preformed insulation, PPG Foamgloss, or approved equal where sanitary sewer or storm sewer crosses within 18" of watermain. SANITARY SEWER NOTES Existing sanitary sewer location, size, and elevation shall be verified in the field prior to construction. Notify engineer of any discrepancies prior to any installations. Sanitary sewer service pipe and fittings, including wyes, shall be 6" PVC SDR 26 minimum. Service locations shall be verified in the field prior to any installations. CURB a BITUMINOUS NOTES Removal and disposal of existing street materials as required for construction is considered incidental. Backfilling of curb is incidental to curb installation. Use traffic control measures in accordance with the Minnesota Manuel of Uniform Traffic Control Devices (MMUTCD) as necessary whenever grading, utility, or paving operation encroach onto adjacent streets or public right—of—way. Restore disturbed street to existing or better section. Saw—cut existing bituminous and concrete curb to provide butt—joint. Four inches of Class 5 under curb is incidental to curb installation. ON GRADING a EROSION CONTROL NOTES Prior to any grading operations, the contractor shall install a rock construction entrance and perimeter silt fence as shown on plan. (Contact City to inspect erosion control measures prior to grading operations, if necessary.) Additional silt fence may be necessary if local conditions require. Provide rock construction entrance at all locations where construction traffic enters onto existing bituminous roadways. Direct all construction site run—off to temporary sedimentation traps or other Engineer—approved sediment control measures prior to discharge from site. Dewatering and/or basin draining discharge shall be directed to temporary sedimentation basins/traps wherever possible. All discharge points shall be adequately protected from erosion and scour through the use of approved energy dissipation devices. Temporary or permanent mulch must be uniformly applied by mechanical or hydraulic means and stabilized by disc—anchoring or use of hydraulic soil stabilizers. Perform site grading on an area—by—area basis to minimize unstabilized areas. As each area is completed, all exposed soils must have temporary erosion control protection or permanent cover within seven (7) days. All BMPs must be maintained with proper function until all site work has been completed and site has undergone final stabilization. Contractor to provide designated concrete truck washout area with appropriate signage. Washout area is to be a minimum of 50' from storm drains, ditches, ponds, or other stormwater features. All liquid and solid waste generated by concrete washout operations must be contained in a leak—proof containment facility or impermeable liner (e.g. compacted clay liner, impermeable geo—membrane). After waste concrete is set, break—up and dispose of properly. All sod, seed, mulch and fertilizer shall conform with the following MnDOT specifications as modVied below. ITEM MnDOT SPECIFICATION/NOTES Sod 3878 Seed ++ 3876 + For turf establishment MnDOT Mixture 260 (100 lbs/acre) —OR— MnDOT Mixture 270 (120 lbs/acre) Temporary Fall cover Spring/summer 1-2 years cover 2-5 years cover MnDOT Mixture 1008 (100 lbs/acre) MnDOT Mixture 110 (at 100 lbs/acre) MnDOT Mixture 150 (at 40 lbs/acre) MnDOT Mixture 190 (at 60 lbs/acre) Mulch 3882 (Type 1 — Disc Anchored) Fertilizer 3881 Wood Fiber Blanket 3885 (Category 2) " Mow a minimum of once per 2 weeks ++ Seeded areas shall be either mulched or covered by fibrous blankets to protect seeds and limit erosion. Contractor to provide topsoil stockpiles at location designated by owner. Place stockpiles as for from drainageways as possible. Provide silt fence at downstream side of stockpile locations. If stockpile is to be inplace longer than 7 days, provide seed and mulch. Protect stormwater management features during all phases of construction Features to be constructed at end of project only after stabilization of upstream drainage areas. Any temporary or permanent ditch that drains water from the construction site or diverts water around a site, must be stabilized within 200 lineal feet from the property line or from the point of discharge to any surface water. Stabilization must take place within 24 hours of connecting to a surface water. The contractor shall pay special attention to all adjacent property lines and make sure the erosion control practices inplace in those areas prevent migration of sediment onto adjacent properties. The contractor shall maintain silt fence, including the removal of accumulated sediment, through completion of building construction. Silt fence to be removed only after completion of building construction and upon establishment of vegetation. Provide wood fiber blanket for all areas of concentrated flow and for all slopes 3:1 or greater. If any slopes appear to be failing, additional silt fence, biorolls and erosion control blanket shall be added as needed. Final grade swale areas upon stabilization of upstream areas. Sod all disturbed drainage areas, including swales, overflows, around storm sewer flared—end sections, and off—street catch basins. Upon grading completion the contractor shall provide native topsoil, seed, and mulch anchored with a straight set disc within 48 hours of final grading. Excess soil should be treated like other exposed soil and stabilized within 72 hours. Any soil stockpiles are to have silt fence placed on downstream sides and shall not be placed in surface waters. Adjacent streets shall be kept clean of construction materials, dirt, and other undesirable materials. When materials or debris have washed/flowed onto adjacent streets, it is the Contractors responsibility to sweep/scrape streets as necessary or as directed by the City. # EXISTING LIGHT POLE EXISTING WATERMAIN EXISTING WATER VALVE B PROPOSED WATER VALVE KCg EXISTING HYDRANT EXISTING STORM SEWER PROPOSED HYDRANT —� EXISTING STREET SIGN ® 0-91 EXISTING STORM INLET ❑ PROPOSED STORM INLET (D) EXISTING STORM MANHOLE ® PROPOSED STORM MANHOLE Q EXISTING SANITARY MANHOLE ® PROPOSED SANITARY MANHOLE X 9949.6] EXISTING SPOT ELEVATION X954.05 PROPOSED SPOT ELEVATION COD (GUTTERLINE, BITUMINOUS ------- 910- SURFACE, OR GROUND SURFACE -a— UNLESS OTHERWISE NOTED) LEGEND SITE AREA 49,415 S.F. (1.134 ACRES) EXISTING WATERMAIN > ACRES) EXISTING SANITARY SEWER » ACRES) EXISTING STORM SEWER I ACRES) PROPOSED WATERMAIN >— PROPOSED SANITARY SEWER ------>>-- PROPOSED STORM SEWER 3--_ = PROPOSED DRAINTILE & CLEAN—OUTS .."".......909 ............. EXISTING 1—FT CONTOURS .............910............ Iy 'd 909 COD PROPOSED 1—FT CONTOURS ------- 910- -a— PROPOSED SILT FENCE { `- .9� , EXISTING TREE PROPOSED INLET PROTECTION SITE AREA 49,415 S.F. (1.134 ACRES) EXISTING IMPERVIOUS 23,580± S.F. (0.54± ACRES) PROPOSED IMPERVIOUS 32,120± S.F. (0.74± ACRES) DISTURBED AREA 38,000± S.F. (0.87± ACRES) KI VICINITY MAP I I I I I I I I I I I I I I s I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I ' I I I I I I I I I I ---------------------- Ti U I I I � I I I I I , I I I I I I i O I I I I O z I I '+ I I I I x I I � I I NORTH 0 0 20 40 11NCH= 40 FEET R / NEW / CAR WASH / 10 r a j► / / O o o g -'• T ---1---L o a a 1/ ---T---i� ILT 0 0 6 / i C Y � i' T Is iT i Ti / T 4 L.yw 3 I • 1 /I I I I ' SHEET INDEX / CO TITLE SHEET 8 NOTES C1 GRADING, DRAINAGE 8 EROSION CONTROL PLAN / C2 UTILITY PLAN / C3 DETAILS / CITY OF CHANHASSEN RECEIVED MAR 2 1 2011 CHANHASSEN PLAUNING DEPT TITLE SHEET AND NOTES DRAWN BY: DESIGN BY: A. G. A. G. CHCKD BY: PROJ. NO. C.W.P. 11-1318 ORIGINAL DATE: MARCH 18, 2011 E E w T P�� Co o 0 N N a c U_ 3 a W W J m> m 0 _ a m 0 o O 0 r w av C Q UO 0 w T ,' N r E m U M a it � Q L O O PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL, MN 55119 (651)739-7988 SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 � Z Z � a N W COD ZCD _ 0 = 0 CD Iy 'd COD 0Z D m C3 PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL, MN 55119 (651)739-7988 SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 w w I w w p 6.0 m � Q. I a a l m J BENCH MARK: aica 3 I > NE FLANGE BOLT ARE HYDRANT: Q II v Ll CURRENT Ll u -BROWN r PROF ~ ~ v � ~ ~ PID: 252 I CARVER COUN- I z p DOC.: UN z 0 z z 0 CURREN ID 0 BOXES GA.R...Y cn CLI( voa ST s F SIGN .................................................... 0 0 L4.6 d Z 10 2 4 E954 5 C= RESTORE DISTURBED I STREET TO EXISTING OR BETTER jIE CONDITIONS a MnDOT FERMI 0 - REQUIRED FOR RK af IN RIGHT -OF- Y U STREET \ m LIGHT a ROUTE SIGN \E 211 1052 911 15 FF. .................y.9P 4.9 6 AREA GAS - - --LIGI IT g-MEETE�1Z- CURRENT OWNER: G.L.B. PROPERTIES LLC PID: 252870030 CARVER COUNTY RECORDER DOC.: UNKNOWN CURRENT USE: RETAIL STORE Xss5.so > 15 FT. SEWER EASEMENT .................... ...............It ............. I BLDG •. BLDG ........� <- 53.87 4 CAR WASH cur 95430 5 c4BUILDING HEIGHT: BIT 13.2 FT. 954.86\ bV G \l P I954.91 953.65 95 430 BLD >--- ................. - -.leer-��I .... �� RAISE GRADES ALONG g51.�O 11 9 .10 BUILDING TO PROVIDE TER s _ EXTER �......e ....... 55• 9 POSITIVE DRAINAGE TO CURB 95..45 95gU SIGNN6 E SS.... GUT :. BIT PROPOSED C > ? OJy Ex C9 953.54 954 BIT4 2I I(SLAB L GRADE) \ PROPOSED BP D GUT / FINISHED FLOOR=954.40 4.3 J 5 ss:9� _ .... 95365 ..... �QC .......955-. ....... ................ 954.5 // �3. M 3.49 .....95 (SLAB ON GRADE): BIT P es3 oa FINISHED FLOOR=955.10 954.40 •... FF\G / �N 4 p0 A0 SIAPPRbf LIMITS OF I 95 - p0 5 g55 0 PAVING DISTURBANCE g5430 / 9 ROOF DRAINAGE: DIRECTED g54.0 L b gyp gh - e TO EAST'i,SIDE OF BUILDING FILTRATION l 1114 ° �3 (QOWNSPOUTS x2) / (SEE DEfA(L)/ / 9S - s 9 / > 4 ss 5 2 54 y� 53 27 1-1. iI 1 II 1 A y 4. 4.00 V) ?9 . ' g5 � � 36p 3 54.60 •" g5� 5 PSP <v C O CONCRETE CRO it H N q9 F3 22 ' �54 / �y6 / }952.93., GU R ¢ 95 .... L... / ss. 81 I Alt elr I I I I I I O a O a O!. FUEL 5 4.8g5 / RAIL / E as J I A. 50 VENT 3 L 5p RAIL / O c T.47---T---� w 5 TRANSITIO 953 OQJ- X9 27 I I I I w.zs .3 � s3o3� ZERO L GHT O� /:` i \ II ❑TELE. --1--53.60 II' eox I -T- 9rya' 5542 I�I %/ III W00p BOX I I I I I �i� 95p 9h4 XAi II'FLOWFR I g5 3'rI n 9 \ PLANTER--- 9......99 h 8532 / /S / ORr1 / III EXISTING CURB--- 4 �I-111: AND GUTTERa. 9S 1137 ... 3: 5 • / // // // eOv / /// 494 L952 I -� 95315 . EL=953.00 BP 1 1 I 93 / /� 5 WIDE DRAIN SIGN 11 I�l I I 526 �C C 9`'} OPENING WITH OUTFALL 61.17 952.18 7E! �= 1Q 953'2 5230 SWT eox / / STABILIZATION X 952.32 �:................ / / / / cc �i RIM D LIRR :II X952 35 "...fly .:98 4 .... GES B RAMP AIN ffl 952.09 BIT X95269 ...._.a,,......... 1p / R RIM fir:-•-- .................. / tAm LIGHT B52 953.3 1139 1055 I II .494 953 ................./ 953 Op 954 %TRAIL / MATCH NEW SIDEWALK O !� 271 EL=.952.40............ ExGpt ............. / / / J_` EL=951.53 953 953 91 NfO EXISTING 9E3.33 XTREE X954 31 ... �a 0 I I 950.50 ' X XGE3.�.5.., X E€ MATCH NEW CURB T( PSN R / BITUMINOUS PATW I uT I 3.53 EXISTING. SANCUT)IN ®........952.... ...''X.E Fp(\G''.. SQNP� // // // \G\P�O 1068 .............. ................. ............... O L=950.45OQZIP (Fl I YI€LA........ RAIL �I SIGN 95} ............... �4 VII 1056 I „/ / 211 p� �i 9$1.26 EL=950." I 1061 949.67 N--1 59 TRAFFIC u I j.J..j ................................................ EL 0.01 0,.. 1057 E�1-950.36 CITY OF CHANHASSEN I W IN I O ELEC. H. TRAFFIC / / / / / / / / / RECEIVED / / / / TR FIC SIGNA I MAST A / / / / / / MAR Z Y 2011 050 CHANHASSEN PL ftMNG DEP' T i 211 I EL=950.60 I I M.H. / NOTES 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES / M GRADING, DRAINAGE 8 EROSION CONTROL P DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 11-1318 ORIGINAL DATE: MARCH 18, 2011 L4] _ ,F Z 0 a p 6.0 m � Q. w J z m es BENCH MARK: aica 3 I > NE FLANGE BOLT ARE HYDRANT: Q = E1 EV. 954.26 ROUTE SIGN \E 211 1052 911 15 FF. .................y.9P 4.9 6 AREA GAS - - --LIGI IT g-MEETE�1Z- CURRENT OWNER: G.L.B. PROPERTIES LLC PID: 252870030 CARVER COUNTY RECORDER DOC.: UNKNOWN CURRENT USE: RETAIL STORE Xss5.so > 15 FT. SEWER EASEMENT .................... ...............It ............. I BLDG •. BLDG ........� <- 53.87 4 CAR WASH cur 95430 5 c4BUILDING HEIGHT: BIT 13.2 FT. 954.86\ bV G \l P I954.91 953.65 95 430 BLD >--- ................. - -.leer-��I .... �� RAISE GRADES ALONG g51.�O 11 9 .10 BUILDING TO PROVIDE TER s _ EXTER �......e ....... 55• 9 POSITIVE DRAINAGE TO CURB 95..45 95gU SIGNN6 E SS.... GUT :. BIT PROPOSED C > ? OJy Ex C9 953.54 954 BIT4 2I I(SLAB L GRADE) \ PROPOSED BP D GUT / FINISHED FLOOR=954.40 4.3 J 5 ss:9� _ .... 95365 ..... �QC .......955-. ....... ................ 954.5 // �3. M 3.49 .....95 (SLAB ON GRADE): BIT P es3 oa FINISHED FLOOR=955.10 954.40 •... FF\G / �N 4 p0 A0 SIAPPRbf LIMITS OF I 95 - p0 5 g55 0 PAVING DISTURBANCE g5430 / 9 ROOF DRAINAGE: DIRECTED g54.0 L b gyp gh - e TO EAST'i,SIDE OF BUILDING FILTRATION l 1114 ° �3 (QOWNSPOUTS x2) / (SEE DEfA(L)/ / 9S - s 9 / > 4 ss 5 2 54 y� 53 27 1-1. iI 1 II 1 A y 4. 4.00 V) ?9 . ' g5 � � 36p 3 54.60 •" g5� 5 PSP <v C O CONCRETE CRO it H N q9 F3 22 ' �54 / �y6 / }952.93., GU R ¢ 95 .... L... / ss. 81 I Alt elr I I I I I I O a O a O!. FUEL 5 4.8g5 / RAIL / E as J I A. 50 VENT 3 L 5p RAIL / O c T.47---T---� w 5 TRANSITIO 953 OQJ- X9 27 I I I I w.zs .3 � s3o3� ZERO L GHT O� /:` i \ II ❑TELE. --1--53.60 II' eox I -T- 9rya' 5542 I�I %/ III W00p BOX I I I I I �i� 95p 9h4 XAi II'FLOWFR I g5 3'rI n 9 \ PLANTER--- 9......99 h 8532 / /S / ORr1 / III EXISTING CURB--- 4 �I-111: AND GUTTERa. 9S 1137 ... 3: 5 • / // // // eOv / /// 494 L952 I -� 95315 . EL=953.00 BP 1 1 I 93 / /� 5 WIDE DRAIN SIGN 11 I�l I I 526 �C C 9`'} OPENING WITH OUTFALL 61.17 952.18 7E! �= 1Q 953'2 5230 SWT eox / / STABILIZATION X 952.32 �:................ / / / / cc �i RIM D LIRR :II X952 35 "...fly .:98 4 .... GES B RAMP AIN ffl 952.09 BIT X95269 ...._.a,,......... 1p / R RIM fir:-•-- .................. / tAm LIGHT B52 953.3 1139 1055 I II .494 953 ................./ 953 Op 954 %TRAIL / MATCH NEW SIDEWALK O !� 271 EL=.952.40............ ExGpt ............. / / / J_` EL=951.53 953 953 91 NfO EXISTING 9E3.33 XTREE X954 31 ... �a 0 I I 950.50 ' X XGE3.�.5.., X E€ MATCH NEW CURB T( PSN R / BITUMINOUS PATW I uT I 3.53 EXISTING. SANCUT)IN ®........952.... ...''X.E Fp(\G''.. SQNP� // // // \G\P�O 1068 .............. ................. ............... O L=950.45OQZIP (Fl I YI€LA........ RAIL �I SIGN 95} ............... �4 VII 1056 I „/ / 211 p� �i 9$1.26 EL=950." I 1061 949.67 N--1 59 TRAFFIC u I j.J..j ................................................ EL 0.01 0,.. 1057 E�1-950.36 CITY OF CHANHASSEN I W IN I O ELEC. H. TRAFFIC / / / / / / / / / RECEIVED / / / / TR FIC SIGNA I MAST A / / / / / / MAR Z Y 2011 050 CHANHASSEN PL ftMNG DEP' T i 211 I EL=950.60 I I M.H. / NOTES 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES / M GRADING, DRAINAGE 8 EROSION CONTROL P DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 11-1318 ORIGINAL DATE: MARCH 18, 2011 L4] _ Z 0 co p 6.0 m � Q. W = z =Ji5 es Z aica W Q F 00 Q = z U m = PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL, MN 55119 (651)739-7988 SITE PLANNING $ ENGINEERING PLOWS EN6INEERIN6, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN W14 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 4 0 10 20 1 INCH= 20 FEET r�L I w w w l w CURRENT OWNER: � i � I i G.L.B. PROPERTIES LLC U U U U l Ll II I CURRENT OWNER: II PID: COUNTY EC CARVER COUNTY RECORDER ¢ I_ ¢ ¢ I BROWN PROP RTIES LC DOC.: UNKNOWN II v I CARVER DCOUNTY RECORDER II /�/ RETAILNSTORE o I o o z ❑ DOC.: UNKNOWN / z z z ❑ TELE. CURREN USE: v II C) o o o BOXES CAR 10ASH z m I m v m I If STOP URRENT OWNER: PROP MH #5 (0=54") _ Iv SIGN VALVOLINE INSTANT OIL CHANGE RIM 955.60 F "VALVOLI N E" o o 0 0 d PID: 252870020 BUSINESS INV 949.20-(36") 0 3 n z z v CARVER COUNTY RECORDER NEENAH R-1733 DOC.: UNKNOWN SIGN O X CUT -IN 6" X 6" WYE CURRENT USE: x v w (ADD RISER IF NEEDEDkJIL CHANGE FACILITY w EX SAN MH RIM: 960.65 _ I 15 FT. SEWER EASEMENT 15 FT. SEWER EASEMENT INV 937A6 F.L.: 936.5 > > > >->->-> > > ->-> _>_>_>_>_> > > > > > > > > >-- A SEPARATE FIRE AND_ ---_-___-- Ex AN MH Ex ce wv 537.25 15 FT. SEWER EASEMENT > FIL 954.15 v RIM: 953.40 AREA E% ce -( )_ - - - DOMESTIC LINES `> GAS _--- ------6W.M RRE�1c-80M. F.L.: 937.5 -E�.L� 949.b0-(Tz"')� ��H-T R1M:-JSS7s - METER- 1-1-1 I I I a INTERNALLY \ \ 1a, 30 L.: 9so.as z CB W.F.L.: 948.28 (12") p � " EI(. 12" PROP MH #4 (0=60) 2 j EX. 1 T STORM STORM « c�$, RIM 953.5 > < « Ex. STORM w CAR WASH a INV 951.50-(6-)> aBUILDING HEIGHT: _ EXTEND SERVICES INTO MECH ern, INV 949.20-(24" & 36") S Ex ORM MH 13.2 FT. BUILDING AT LOCATION NEENAH R -4341A RIM: 953.86 _ DETERMINED BY OWNER 5O rso _ EEL: 947.97 12" x - -O / IW � wF.L: 948.55 1z" w 3 � �" BUSINESS N.F LI: 9a7.8s z7 ® O SIGN S.F.LI: 947.86 36• PROPOSED CAITWASl� " V 30'-6" PVC O 1.00% (MIN) o J EX CB EXTEND EXISTING SEWER > > END INV 949.0 0 AND WATER SERVICES (SLAB ON GRADE)\ Ex. a" PVC SAN v I INTERNAREA L R WAS OPOSED PROPOSED DP AMOCO zo / LIGHT cl (SLAB ON GRADE) STOP Q j SPRINKLERED BUILDING GN CONNECT EXISTING 1-1/2"} 6" DRAINTILE Ex S MH I EXISTING 1-1/2" W.M. - �s EX 10" w.M. RIM: 5100o I SERVICE TO 6" DIP N ADD CLEAN-OUT OVER INV 951.50 i N.F.LI 947.51 (REMOVE) EXISTING SANITARY SERVICE (SEE DETAIL'] WY.L. 947.45 �- SAN CLEAN-OUT #1 0 0 6" W.M. FIRE & DOM. EXISTING SANITARY RIM 954.15 (REMOVE) MATCH EXISTING INVERT My I �N =-r--- Ex 1-1/2" W.M. (FIELD VERIFY) --�-erl I I CONNECT TO EXISTING 10" 3 w U I N / �� WATERMAIN W/ 10" X 6" w I J-- = w O TAPPING VALVE AND SLEEVE O ¢ O L �pQF EX OPPER W. (x2) I - MnDOT PERMI v AREA I I ABANDO`l LIN -PLACE I Z - 6 TANK REQUIRED FOR RK I LIGHT --- J 0 F O � O VENT IN RIGHT -OF- Y J j---_T---� w J STREET I I I O O LIGHT w a II �� DISCONNECT AT -�- L O w �` x v ❑ BOX CURB STOP 00 O III I Fn WOOD BOX I T �I I ` / / / / ' / OJ�p FLOWER / / 0 P EXISTING II6r LAN TER--- Ex CB / / / /c,C HYDRANT m I III RIM: 952.90 / / Fl: 949.60 / / / F•\ v Ex srM MH ly Ur---T----� 0°1• ® BBCH MARK: ¢ v RIM: 9 2.35 f + I > E.F.L.: 9 I 48.14 (12") I I I I NE RUNGE BOLT N.F.L.: 1947.51 (36") ARE HYDRANT: S.F.L: 1947.47 (36") _ �O]1 / / / / / / / / 4; EIEV. 954.26�T T---TTII ye BP PROP MH #3 k « Px ai I S® I ( I OSWTCH BOX NIV 943.2 <I SjOR Ex CI3 E% B NEEN� 1733 RIM: 952.09 RIM: 952.32 s F.L.: 948.70 E%. 12" RCP STORM F.L.: 48.82 EX CB / I _ EX STORfJ� MH PROP MH #2 (0" / RIM: 911.78)� RIM 952.3 .F.F.: 948.50 c1 z••) INV 949.05 F.L: 948. 50 C12") (I LIGH NEENAH R-1733 14'-'12" HDPE O 1.0796 Ex CB O Jam) I EX CB RIM: 951.28 ^ll I F.L.: 947.70 CON FCT TO EXISTIN ATCH BASIN VIA ROUTE I II =E DRILL AND T (INV 948.9) SIGN I YIELD REPLACE CA WITH NEENAH Rr2554 QI I SIGN �- / OR R- (FIELD VERIFY E ISTING LE OPENING SIZE) AND HAND I TO DRAIN INLET/ APE CURB AND GUTTER I EX CB HI I EX CB 0 M.H. CONSTRUCT STORM -MH x I OVER IS(0=48-) RCP PROP MH#T I W/ WEIR/WALL RIM 952.5 I I / NSV 948.80 Ex CB / NEENAH R-1733/ I ® / (SEE DETAIQ / w EX CB ELEC. TRAMC / / / / / / a I I 0 M.H. sIGN / / / CITY OF CHANHASSEN Ex ce / / / / RECEIVED EX CB TR FIC SIGNA MAST A / / / / ® Ex ce I ///' / MAR 2 1 2011 I O CHANHASSEN PLANING DEP' LEC. M.H. / /// /// / // / NOTES 1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES I / / UTILITY PLAN DRAWN BY: A.G. DESIGN BY: A.G. CHCKD BY: PROJ. NO. C.W.P. 11-1318 ORIGINAL DATE: MARCH 18, 2011 m E ca i a E C CL O y Z a m c U N C J 3 2 w w Z 0 o n o 0 O. C7 N N ca O i w �u U p N T E 3 W W E F a ¢ t CD CD CD W Q Z U3 FE m 2d ca CD NJ � Z m CD z OL H J PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL, MN 55119 (651)739-7988 SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 4 0 10 20 1 INCH= 20 FEET x c: x z 2 c r DIRECTIONOFA EXTEND WIRE MESH. INTO TRENCH SUPPORT POST ANCHORAGE IN—SITU SOIL HIGH—FLOW FABRIC MIRAFI FF101 2" X 2" WOOD OR STEEL POST 7'-7" O.C. WIRE MESH REINFORCEMENT, STD. FIELD FENCE. MIN. 30" HIGH, MAX. MESH SPACING OF 6" AND MIN. 14-1/2" GAUGE WIRE IS OPTIONAL. GEOTEXTILE FILTER FABRIC — OVERLAP 6" AND FASTEN AT 2' INTERVALS. LAY FABRIC IN TRENCH. FABRIC ANCHORAGE TRENCH. BACKFILL TRENCH WITH TAMPED NATURAL SOIL. r 7)w M N Z w 0 a. 6" NOTES: MIN. 1) WIRE MESH IS NOT REQUIRED. 2) CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF ESTABLISHMENT. EROSION CONTROL FENCE NOT TO SCALE PROVIDE 4" CLASS 5 UNDER CURB (TYP) 1/2"R 413 3/4"/FT. T., NOTE: FOR MECHANICALLY LAID CURB, SHOE MAY BE TILTED. /2"R 9612 CONCRETE CURB AND GUTTER NOT TO SCALE 1/2-R 3"R 7n _4V31/2"/FT. — M 7 NOTE: FOR MECHANICALLY LAID CURB, SHOE MAY BE TILTED. 6612 CONCRETE CURB AND GUTTER TIP -OOT NOT TO SCALE DEFLECTOR PLATE OVERFLOW(]) — CENTER OF FILTER ASSEMBLY OVERFLOW 02 — TOP OF CURB BOX =10" FILTER ASSEMBLY NEENAH R -3067—V WIMCO INLET PROTECTION NOT TO SCALE CONCRETE SPILLWAY GF- R� Sv�E�OP/ P� I 5' -+J g" FLOW LINE 6" J CURB CUT 5' �( T1 _. s. L 4„ 4" CONCRETE 4" CLASS 5 AGGREGATE BASE CONCRETE SPILLWAY TYPICAL SECTION RIPRAP (CL III) SEE PLAN ROCK CONSTRUCTION ENTRANCE GEOTEXTILE FILTER FABRIC CURB CUT W/ OUTFALL STABILIZATION NOT TO SCALE NOT TO SCALE 1. AGGREGATE SHALL BE THE FOLLOWING: 1"-1.5" DOUBLE WASHED STONE -OR- 1/4"-1/2" WASHED RIVER RUN PEA GRAVEL 2. WELL -BLENDED FILTRATION MEDIUM TO BE COMPRISED OF (BY VOLUME): 65% CONSTRUCTION SAND (AASHTO M-6 OR ASTM C-33, GRAIN SIZE 0.02"-0.04") 20% MnDOT GRADE 2 COMPOST 15% NATIVE TOPSOIL (LESS THAN 5% CLAY CONTENT) 3. NO MINING OF SANDY SOILS ALLOWED IN BASIN. 4. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. 5. BASIN TO REMAIN UNLINED. 6. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS. 7. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) PROVIDE 3" SHREDDED WOOD MULCH (MNDOT TYPE 6) AROUND NEW PLANTINGS NOTE: ALLEVIATE ANY COMPACTED SOILS (BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER OR SUBSOILER) TO 6" MIN. DEPTH PRIOR TO PLACING PLANTING MEDIUM FILTRATION BASIN NOT TO SCALE 48" WEIR WALL W/ OPENINGS (SEE DETAIL AT RIGHT) EX 12" RCP INV 948.8 PLANTING SUGGESTIONS for INFILTRATION BASIN NATIVE PLANTS NATIVE TREES & SHRUBS JOE PYE WEED BLACK-EYED SUSAN LITTLE/BIG BLUESTEM CULVER'S ROOT TALL MEADOW RUE YELLOW OR BLUE FLAG IRIS PURPLE CONEFLOWER MARSH MILKWEED GOLDENROD RATTLESNAKE RIVER BIRCH TAMARCK QUAKING ASPEN SWAMP WHITE OAK SILVER MAPLE RED MAPLE WILLOW RED -TWIG DOGWOOD BLACK CHOKEBERRY AMERICAN HIGHBRUSH CRANBERRY BUTTONBUSH PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED -SEE TABLE ABOVE RIGHT) OR USE MnDOT SEED MIX 328 (APPLICATION RATE=88 LBS/ACRE), SEED NOT RECOMMENDED EROSION CONTROL BLANKET SUITABLE FOR SEEDING (E.G. STRAW -COCONUT BLANKET) EXTEND TO EDGE OF CONCRETE CURB ON WEST & NORTH SIDE ',—IN-SITU SOILS \�18" WELL -GRADED PLANTING MEDIUM (SEE NOTE #2) AGGREGATE BED W/ 6" PERFORATED DRAINTILE W/ SOCK (SEE DETAIL AT RIGHT) TOP OF WEIR WALL ELEV = 951.85 EX 12" RCP INV 948.8 MANHOLE W/ WEIR WALL PROP MN #1 (NOT TO SCALE) N 2' MIN.' DRAINTILE NOT TO SCALE WELL—GRADED PLANTING MEDIUM (SEE NOTE #2) 6" PERFORATED DRAINTILE W/ SOCK AGGREGATE (SEE NOTE #1) NON—WOVEN GEOTEXTILE (MnDOT TYPE 1) OVER AGGREGATE CITY OF RECEIVED SSEN MAR 2 1 2011 CHANHASSEN PLAUNING DEPT ELEV=951.85 ELEV=950.80 ELEV=948.80 DETAILS DRAWN BY: DESIGN BY: A.G- A.G. CHCKD BY: PROJ. NO. C.W.P. 11-1318 ORIGINAL DATE: MARCH 18, 2011 w Q ❑ m E m Y a E ' 0 = O ca a� a y z n c c m U_ J 3 0 w w Z p d N 0 .�. a'm (.D m r N wci p < Up N L a) ❑ T di P I- Q s a ❑ z ~O W Z y M En O ME a O COD O � Q � z m = C3 PREPARED FOR: ROSA ARCHITECTURAL GROUP 1084 STERLING ST N ST PAUL, MN 55119 (651)739-7988 SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-6210 FAX: (651) 361$701 C3 STATE OF MINNESOTA S ATE OF LOTUS LAKE MI ESOTA Oil CENTER PARK G 0 W. 78TH ST. 101 SURVEY SITE 101 Q F 6 I— � z CITY OF OyNNDNEW RD. 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GATEWAYEAST n m 0 m o BOXES l l ZONED: "BH" HIGHWAY AND BUSINESS SERVICES STOP CURRENT OWNER: � � I(NB09'34'31" THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED ASA rc STN BROWN PR ERTIES LLC I 0 0 0 o IN SQUARE FEET STORIES PID: 25 870010 I I h m z z FEET 20,000 TWO CARVERDOC REG DER I I I ?UN KNOWN T I REFERENCED TO SECTION 20, OFF STREET PARKING ! A� CURRE...USE: !y! it Im TORk INLET I I I n N a I I z - P I"3 Ala' I I v o I z � Wr �I 3 m I I n - I Im I� z z k7 m a 0 w 0 ►yy � J N am m I 1 I N I 1 Ind' IW O m U IzM Ia I I A I I� I I I I I I I I I I I II z I I I I I I I I I w I I I I I I I I II I I w I J IYADN I E r4 �I rI I I <-1 I f/Im o I z I z m I Z I o m m I I n - I o I N I I Ind' IW O m U IzM Ia 2E UT -X- 77.53 i ! o� AREA rm x cASEuwr m Q TOP U 31.7 FT. aF STORM a 77.67 0 15 FT. .r — ..nxz m FT. LOT 2 BLOCK 1 TEWAY EAST LOT 3 BLOCK I GATEWAY EAST CITY OF CHANHASSEN GLB.RPROPERTTIIESRLLC RENT OWNER: CARVER COUNTY PID: 252870030 VALVOLINE INSTANT OIL CHANGE •VALVOUNE• CARVER COUNTY RECORDER CARVER COUNTY 252870020 ECORDER BUSINESS STATE OF MINNESOTA DOC.: UNKNOWN CURRENT USE: '34'31"E) DOC.: UNKNOWN SIGN RETAIL STORE 35.35' CURRENT USE: OIL CHANGE FACILITY ($j4. �W3N��4. OPEN PIPE 138.22 FOUND 3/4. OPEN PIPE 34'11 W{1'ELLi�2• LPIN 62's6'0¢29 f -7�12�57�j `'� PART OF THE W/'� i°zs GAP 11111�22663AP le2•se j _ LY11_ 4 .9E THE -SIE _1 �[ 5 _ _ 15 Ff. SEYFR EAYLw� SA VV RY 9PC 13 T1 I RN -P23W P O FOUND 3/4- OPEN PIPE ' ' (2 J 31a 20 . REAA �' ` W/YEL 172 I- CAP CITY OF CHANHASSEN ° $SETBACK LNE \253 ole INLET I` BURRING HEGHT: CAR WASH " ISS' " CARVER COUNTY l�Mwle m ad 13.2 FT. CONTROLS 3� o STATE OF MINNESOTA z ° ' 1 m a BLDG. TO PLm STOR 3 M.O �. pc\try BUSINESS Zl��t( / ASPHALT DRIVE e 61.9 FT. INLET �O � FR V� SIGN o m SURVEY ARE: Ft-/ 1 / U o� al 49,414.5 CR FT. ry5 �p OVA / CONCRETE PARKING 1-m 5 'AREA 1.134 ACRES�'1'bj SF' t 0 / f' px LOT IN FAIR CONDITION roc o LIGHT /5 / f\G / LIGHT CA OPY TO PL CURRENT OWNER: / AMOCO AMERICAN OIL COMPANY .-w r OVACUUM PID: 250132000 �'N' / °OJ / `� o O CARVERDOC.:COUNTY RECORDER / / .1' / \Coe S2o �a G PUMP GAS MP AS PUMP COMPRESSOR GAS STATION CAR WASH p9gG�� W N 161.AND ISL ISLAND AREA. LIGHT F.1R o� B G. TO PL. 60.2 FT. ¢x �2 O v 0Ali) G yu •fjz a OVACUUM� GHT PAY 0299 SONG �.� f� xa O a O TANK PHONE IIDING HE] T. ao d J VENT >�4 B1 DG. TO PL 10.6 FT O N O uGHT aP�S °�\� q!)I p�hO 160.4 FT. • .2 . • y R BOX r w UI oWG ESS 1 PAY PHONE z �� TER o ✓QE ANO YMITALHEI CIAOPYT POSTED //1� a 0'.01 � x (/ CANOPY HEIGHT: //1 • .•a �, U 16.5 FT' A .a S�4 .n t 4 G PUMP GAS P GAS PUMP 6 L & 5\�\y O mw Q AND ISL ISLAND No GN ^O / f0 �6 ns Tal gox 4 cT Y� /' / /' Ci3N° ® Ik OP a il/L!l1L1Ll� ry5 6j STORM J / / Oft e �T� 'Par CONCRETE PARKING J� INLET � , • SAD, LOT IN FAIR CONDITION ' Al BScRF>F.I•• A N'$3 HT 2•S / STORM wT7 34.38' (3 \Q\G rROo'F Pq�p�t INLET 0 Pr MiyV,�7u p/N 09 ,511 N YIELD SIGN RT STOTRAFFIC RM P SS INLET O M.H. Hf, / / / / `4'(�O•�Y N1Py / / )RMS ETS ELEC. OM.H. sm / /''�pff\`'/ SURVEY METES AND BOUNDS DESCRIPTION: A SURVEY OF THAT PART OF NW 1/ OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: X1011 / COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S00'25'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N89'34'31"E 60.66 FEET ALONG A UNE PERPENDICULAR TO oIOP / / THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK Ztto HIGHWAY N0. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N89'34'31"E 335.35 FEET ALONG A / LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF / PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE 7,� �pN� / / 589'50'18"W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAID �.Pa / PARCEL 2096; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE °'R` // TRUNK HIGHWAY NO. 101; THENCE NOO'11'00"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 / �P�f 1 /5 °tea° A.M. G 9 t FP sdol� 151 5 M.H. M.H. / Vo ��0/ I I A STATEMENT OF SPECIAL NOTES: / G 0 ILLS zz I J IYADN I r4 �I rI I I <-1 I f/Im P. O I Em B OFi SI I n - I I A © Nc 1 I I z 1( 11 �� w �Z m I 1 I N I 1 1 11 STo INLE z I z I V L I U a I � 2E UT -X- 77.53 i ! o� AREA rm x cASEuwr m Q TOP U 31.7 FT. aF STORM a 77.67 0 15 FT. .r — ..nxz m FT. LOT 2 BLOCK 1 TEWAY EAST LOT 3 BLOCK I GATEWAY EAST CITY OF CHANHASSEN GLB.RPROPERTTIIESRLLC RENT OWNER: CARVER COUNTY PID: 252870030 VALVOLINE INSTANT OIL CHANGE •VALVOUNE• CARVER COUNTY RECORDER CARVER COUNTY 252870020 ECORDER BUSINESS STATE OF MINNESOTA DOC.: UNKNOWN CURRENT USE: '34'31"E) DOC.: UNKNOWN SIGN RETAIL STORE 35.35' CURRENT USE: OIL CHANGE FACILITY ($j4. �W3N��4. OPEN PIPE 138.22 FOUND 3/4. OPEN PIPE 34'11 W{1'ELLi�2• LPIN 62's6'0¢29 f -7�12�57�j `'� PART OF THE W/'� i°zs GAP 11111�22663AP le2•se j _ LY11_ 4 .9E THE -SIE _1 �[ 5 _ _ 15 Ff. SEYFR EAYLw� SA VV RY 9PC 13 T1 I RN -P23W P O FOUND 3/4- OPEN PIPE ' ' (2 J 31a 20 . REAA �' ` W/YEL 172 I- CAP CITY OF CHANHASSEN ° $SETBACK LNE \253 ole INLET I` BURRING HEGHT: CAR WASH " ISS' " CARVER COUNTY l�Mwle m ad 13.2 FT. CONTROLS 3� o STATE OF MINNESOTA z ° ' 1 m a BLDG. TO PLm STOR 3 M.O �. pc\try BUSINESS Zl��t( / ASPHALT DRIVE e 61.9 FT. INLET �O � FR V� SIGN o m SURVEY ARE: Ft-/ 1 / U o� al 49,414.5 CR FT. ry5 �p OVA / CONCRETE PARKING 1-m 5 'AREA 1.134 ACRES�'1'bj SF' t 0 / f' px LOT IN FAIR CONDITION roc o LIGHT /5 / f\G / LIGHT CA OPY TO PL CURRENT OWNER: / AMOCO AMERICAN OIL COMPANY .-w r OVACUUM PID: 250132000 �'N' / °OJ / `� o O CARVERDOC.:COUNTY RECORDER / / .1' / \Coe S2o �a G PUMP GAS MP AS PUMP COMPRESSOR GAS STATION CAR WASH p9gG�� W N 161.AND ISL ISLAND AREA. LIGHT F.1R o� B G. TO PL. 60.2 FT. ¢x �2 O v 0Ali) G yu •fjz a OVACUUM� GHT PAY 0299 SONG �.� f� xa O a O TANK PHONE IIDING HE] T. ao d J VENT >�4 B1 DG. TO PL 10.6 FT O N O uGHT aP�S °�\� q!)I p�hO 160.4 FT. • .2 . • y R BOX r w UI oWG ESS 1 PAY PHONE z �� TER o ✓QE ANO YMITALHEI CIAOPYT POSTED //1� a 0'.01 � x (/ CANOPY HEIGHT: //1 • .•a �, U 16.5 FT' A .a S�4 .n t 4 G PUMP GAS P GAS PUMP 6 L & 5\�\y O mw Q AND ISL ISLAND No GN ^O / f0 �6 ns Tal gox 4 cT Y� /' / /' Ci3N° ® Ik OP a il/L!l1L1Ll� ry5 6j STORM J / / Oft e �T� 'Par CONCRETE PARKING J� INLET � , • SAD, LOT IN FAIR CONDITION ' Al BScRF>F.I•• A N'$3 HT 2•S / STORM wT7 34.38' (3 \Q\G rROo'F Pq�p�t INLET 0 Pr MiyV,�7u p/N 09 ,511 N YIELD SIGN RT STOTRAFFIC RM P SS INLET O M.H. Hf, / / / / `4'(�O•�Y N1Py / / )RMS ETS ELEC. OM.H. sm / /''�pff\`'/ SURVEY METES AND BOUNDS DESCRIPTION: A SURVEY OF THAT PART OF NW 1/ OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: X1011 / COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S00'25'29"E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N89'34'31"E 60.66 FEET ALONG A UNE PERPENDICULAR TO oIOP / / THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK Ztto HIGHWAY N0. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N89'34'31"E 335.35 FEET ALONG A / LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29"E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF / PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-4; THENCE 7,� �pN� / / 589'50'18"W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 2098 TO THE WESTERLY CORNER OF SAID �.Pa / PARCEL 2096; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE °'R` // TRUNK HIGHWAY NO. 101; THENCE NOO'11'00"E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 / �P�f 1 /5 °tea° A.M. G 9 t FP sdol� 151 5 M.H. M.H. / Vo ��0/ NOTES CORRESPONDING TO SCHEDULE "B" THIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND/OR ARE NOT MATTERS OR ISSUES THAT PERTAIN TO THIS SURVEY. 15 EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS, PAGE 83 AS DOCUMENT NO. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. QMINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS DOCUMENT NO. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. ALTA/ACSM-NSPS LAND TITLE SURVEY BP PRODUCTS NORTH AMERICA, INC. 7905 GREAT PLAINS BOULEVARD CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT iFIEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. SURVEYOR'S CERTIFICATE TO: KHALED ALOUL, BP PRODUCTS NORTH AMERICA, INC. AND CHICAGO TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (1) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1-4, 6, 7(a) -(c), 8-10, 11(a) AND 13-16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS". THIS MAP OR PLAT OF SURVEY OF THE PREMISES SHOWN HEREON IS THE SAME AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. �.II4ESOp. " Kirk D. •'; -` Esebliman *� 22663 = Waterloo t, Iowa KIRK D. ESCHLIMAN, PLS, MN LIC. NO. 22663 " MY LICENSE RENEWAL DATE IS: JUNE 30, 2006 SHEETS COVERED BY THIS SIGNATURE & SEAL: PAGE 1 OF 1 , IIIII,JL,, DATE OF ORIGINAL SURVEY: JULY 01, 2005 TITLE REPORT BY: CHICAGO TITLE INSURANCE COMPANY DATE OF UPDATE SURVEY: N.A. ORDER NO.: CA 24384 DATE OF LAST REVISION: MARCH 22, 2006 EFFECTIVE DATE: OCTOBER 27, 2004 AT 7:00 A.M. CERTIFICATION DEFINED: THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A LICENSED PROFESSIONAL LAND SURVEYOR, IN THE PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EITHER EXPRESS OR IMPLIED. 'PER SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE BASIS OF BEARINGS: THE BEARING OF S00'25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 13, TOWNSHIP 1169 NORTH, RANGE 23 WEST, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD HAZARD ZONE. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED UIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE WIDTH PUBLIC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. i ,ITY OF CHANHASSEN RECEIVED MAR 2 1 2011 CHANHASSEN PLAUMNG DEPT ZZ TR w o I I STATEMENT OF SPECIAL NOTES: / G Wz zz I J I U /Pay a ¢ I G I F I W / l I I / c z W a I I z AFFI SIGNAL MAST A M I o I m I iz NOTES CORRESPONDING TO SCHEDULE "B" THIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND/OR ARE NOT MATTERS OR ISSUES THAT PERTAIN TO THIS SURVEY. 15 EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS, PAGE 83 AS DOCUMENT NO. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. QMINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS DOCUMENT NO. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. ALTA/ACSM-NSPS LAND TITLE SURVEY BP PRODUCTS NORTH AMERICA, INC. 7905 GREAT PLAINS BOULEVARD CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY-THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1/4 OF NE1/4), SEVEN HUNDRED TWENTY-TWO AND SEVEN TENTHS (722.7) FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY-SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY-FOUR AND EIGHTY-FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY-TWO (132) FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY-FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY-SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY-SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1/4 OF NE1/4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT iFIEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. ABSTRACT. SURVEYOR'S CERTIFICATE TO: KHALED ALOUL, BP PRODUCTS NORTH AMERICA, INC. AND CHICAGO TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (1) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1-4, 6, 7(a) -(c), 8-10, 11(a) AND 13-16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS". THIS MAP OR PLAT OF SURVEY OF THE PREMISES SHOWN HEREON IS THE SAME AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. �.II4ESOp. " Kirk D. •'; -` Esebliman *� 22663 = Waterloo t, Iowa KIRK D. ESCHLIMAN, PLS, MN LIC. NO. 22663 " MY LICENSE RENEWAL DATE IS: JUNE 30, 2006 SHEETS COVERED BY THIS SIGNATURE & SEAL: PAGE 1 OF 1 , IIIII,JL,, DATE OF ORIGINAL SURVEY: JULY 01, 2005 TITLE REPORT BY: CHICAGO TITLE INSURANCE COMPANY DATE OF UPDATE SURVEY: N.A. ORDER NO.: CA 24384 DATE OF LAST REVISION: MARCH 22, 2006 EFFECTIVE DATE: OCTOBER 27, 2004 AT 7:00 A.M. CERTIFICATION DEFINED: THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A LICENSED PROFESSIONAL LAND SURVEYOR, IN THE PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EITHER EXPRESS OR IMPLIED. 'PER SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE BASIS OF BEARINGS: THE BEARING OF S00'25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 13, TOWNSHIP 1169 NORTH, RANGE 23 WEST, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD HAZARD ZONE. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED UIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE WIDTH PUBLIC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. i ,ITY OF CHANHASSEN RECEIVED MAR 2 1 2011 CHANHASSEN PLAUMNG DEPT ZZ TR w o I I STATEMENT OF SPECIAL NOTES: o I p 0 m THE CURRENT ZONING ALLOWS FOR THE CURRENT USE. / z J z I o z o THERE IS NO EVIDENCE JE RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. ZONING: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT: o a I I I THERE IS NO KNOWLEDGE OF COMPLETED OR PROPOSED RIGHT OF WAY CHANGES FROM THE STANDARDS: I I CONTROLLING JURISDICTIONS. ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: m m I THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED ASA FRONT YARD DEPTH LEAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. ANY ONE SIDE IN SQUARE FEET STORIES 0o '^ I N I I I I THERE WAS NO OBSERVED EVIDENCE THAT THE SUBJECT PROPERTY OR ADJOINING PROPERTIES, 25 FEET 10 FEET 20 FEET 20,000 TWO I I I HAVE I OR WERE USED AS A CEMETERY. REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21-1124 I I I ONE SPACE PER GAS PUMP ISLAND r I I I TYPE OF TOTAL NUMBER OF GENERAL UTE IITY NOTE: SPACE: EXISTING SPACES REQUIRED SOURCE OF ZONING INFORMATION: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND SPACES: BY ZONING: JOSH MITZER EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES PLANNING DEPARTMENT SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE STANDARD: 2 5 7700 MARKET BOULEVARD SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT HANDICAP : 1 1 COMPACT 0 0 CHANHASSEN, MINNESOTA 55317 LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE TOTAL 3 6 PH.: 952-227-1100 UNDERGROUND UTILITIES SHOWN HEREON. MINNESOTA - GOPHER 800-252-1166 STATEMENT OF ENCROACHMENTS: CALL BEFORE YOU DIG!THE CURB ENCROACHES ON TO THE SUBJECT A PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY ❑ 0.7 FEET ON THE EASTERLY END. "ALTA/ACSM-NSPS LAND TITLE SURVEY" PREPARED FOR: THTEWMPANY Nationall COALTA Survey Management I/LLU Newnope ]Reel, z,wieS IMM -11U, rounialn Valley, GA NZ/Ud Tel: (714)-979-7181 Fax: (714)-641-2840 www.thematthewscompany.com KESS NO.: 05B30AS1.DWG J.N. 27029