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CAS-18_PAISLEY PARK PARKING LOTPaisley Park Studios 7801 Audubon Road Chanhassen, MN. 55317 Phone: 952-949-2510 February 14, 2008 City of Chanhassen 7700 Market boulevard P.O. Box 147 Chanhassen, MN. 55317 Dear Mr. Generous: 0 -7 -IS This letter is to request an extension with regards to the time frame to build a parking lot. If we go forward with the project, construction would not start until late spring or summer. Your consideration in this matter is very much appreciated. Sincerely, James Lundstrom SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 To: Mr. Jim Lundstrom Paisley Park Enterprises 7801 Audubon Road Chanhassen, MN 55317 Invoice SALESPERSON DATE TERMS KTM F 8/23/07 upon receipt 7 Property Owners List within 500' of Paisley Park Auxiliary Parking Lot Site (7 labels) TOTALDUE $3.00 1 $21.00 $21.00 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 9/4/07. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #07-18. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/29/2007 3:56 PM Receipt No. 0050527 CLERK: katie PAYEE: LUNDSTROM SERVICES planning case #07-18 ------------------------------------------------------- GIS List 21.00 Total Cash Check 10280 Change 21.00 0.00 21.00 0.00 SCANNED 0 CITY OF CHA NSEN 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.11 DO Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.22T1 160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax 952.227.1310 Senior Center Phone: 952227.1125 Fax: 952.227.1110 Web Site www.d.chanhassen.mn.us September 11, 2007 Paisley Park Enterprises Attn: Jim Lundstrom 7801 Audubon Road Chanhassen, MN 55317 Re: Paisley Park Parking Lot Planning Case 07-18 Dear Mr. Lundstrom: This letter is to confirm that on September 10, 2007, the Chanhassen City Council approved the Site Plan for Planning Case #07-18 for a parking lot, plans prepared by Proterra Design Associates, Inc., dated 08/07/07, subject to the following conditions: The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The applicant shall submit a lighting plan for City review and approval prior to beginning site improvements. 3. The perimeter landscaping on the south and east sides of the parking lot shall be located such that it is between site fencing, if installed, and the roadway. 4. Replace red oak plantings in islands with elm cultivars, Autumn Blaze maple, or ginkgo. 5. All city boulevard trees shall be protected during construction. Any trees lost due to construction shall be replaced by the applicant. 6. The applicant shall add one tree to the landscaping along the west property line for a total of 10 trees. 7. Increase the minimum inside width of all islands to 10 feet. A revised landscape plan shall be submitted to the city for approval prior to beginning site improvements. 9. Site landscaping shall be irrigated. 10. Field verify existing conditions prior to construction. Submit existing conditions plan with next submittal. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play Paisley Park Enterprises September 11, 2007 Page 2 of 3 11. Submit revised stormwater management plan. Current calculations show that catch basin #7 does not have enough inlet capacity, the velocity between catch basin #8 and catch basin #1 is over 10 fps, and the existing storm in Coulter Boulevard does not have sufficient capacity. There is a 15" storm stub in McGlynn Road to help resolve these issues. 12. Additional spot elevations shall be added at the intersection of McGlynn Road and the proposed drive to ensure that drainage is conveyed through the intersection and the curb line maintains a.5% minimum slope. Also, add spot elevations to the high points in the parking lot. 13. Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. 14. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 15. Add top and bottom elevations to the retaining walls. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 16. The watermain must be revised to meet city specifications. The hydrant must be installed according to Detail 1004 with a valve and a plastic wrapped CL 52 DIP lead. Watermain fittings shall be wrapped ductile iron. 17. All watermain and storm sewer within this site shall be privately owned and maintained. An irrigation meter will need to be installed. 18. Utility plans shall show both plan view and profiles of all utilities (water and storm sewer lines). Storm drainage arrows need to be corrected on the plans. 19. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The city specifications shall replace the technical portion of the specification. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and the Watershed District. 20. Show the cross-section of the parking lot on the plans. Provide a turnaround near the entrance to the parking lot if a gate is installed. Upon completion of the project, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer. 21. Handicap ramps must be installed according to City Detail Plate 5215. Paisley Park Enterprises September 11, 2007 Page 3 of 3 Enclosed is a site plan permit that must be executed by Paisley Park Enterprises. Note that if the property owner is different from the Developer, they must sign the consent page of the permit on page 9; and if there is a mortgage holder on the property, they will need to sign the mortgage holder consent at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by January 8, 2008). The executed site plan permit and required security specified in the site plan permit shall be submitted prior to the City issuing a notice to proceed. A copy of the executed agreement will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227- 1131 orbgenerous@ci.chanhassen.mn.us. Sincer Robert Generous, AICP Senior Planner Enclosure ec: Jerry Mohn, Building Official Joe Shamla, Project Engineer g:\plan\2007 planning casesk07-18 paisley park parking lotlapproval letter.doc CITY OF CHANHASSEN SITE PLAN PERMIT #2007-18 AGREEMENT dated September 10, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and PAISLEY PARK ENTERPRISES, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a parking lot (referred to in this Permit as the "project"). The land is legally described as follows: Outlot A, McGlynn Park 2nd Addition 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 Proterra Design, dated August 7, 2007. Plan B --Grading, Drainage & Erosion Control Plan prepared by Proterra Design, dated August 7, 2007. Plan C --Landscaping Plan prepared by Advanced Surveying & Engineering Co Plan D --Utility Plans prepared by Proterm Design, dated August 7, 2007. Plan E—Stormwater Pollution Prevention Plan prepared by Proterra Design, dated August 7, 2007. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR 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: Paisley Park Enterprises Attn: Jim Lundstrom 7801 Audubon Road Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by 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 193 -stall parking lot subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The applicant shall submit a lighting plan for City review and approval prior to beginning site improvements. c. The perimeter landscaping on the south and east sides of the parking lot shall be located such that it is between site fencing, if installed, and the roadway. d. Replace red oak plantings in islands with elm cultivars, Autumn Blaze maple, or ginkgo. e. All city boulevard trees shall be protected during construction. Any trees lost due to 2 construction shall be replaced by the applicant. f. The applicant shall add one tree to the landscaping along the west property line for a total of 10 trees. g. Increase the minimum inside width of all islands to 10 feet. h. A revised landscape plan shall be submitted to the city for approval prior to beginning site improvements. i. Site landscaping shall be irrigated- j. rrigated j. Field verify existing conditions prior to construction. Submit existing conditions plan with next submittal. k. Submit revised stormwater management plan. Current calculations show that catch basin #7 does not have enough inlet capacity, the velocity between catch basin #8 and catch basin #1 is over 10 fps, and the existing storm in Coulter Boulevard does not have sufficient capacity. There is a 15" storm stub in McGlynn Road to help resolve these issues. Additional spot elevations shall be added at the intersection of McGlynn Road and the proposed drive to ensure that drainage is conveyed through the intersection and the curb line maintains a .5% minimum slope. Also, add spot elevations to the high points in the parking lot. in. Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. n. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. o. Add top and bottom elevations to the retaining walls. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. p. The watermain must be revised to meet city specifications. The hydrant must be installed according to Detail 1004 with a valve and a plastic wrapped CL 52 DIP lead. Watermain fittings shall be wrapped ductile iron. q. All watermain and storm sewer within this site shall be privately owned and maintained. An irrigation meter will need to be installed. Utility plans shall show both plan view and profiles of all utilities (water and storm sewer lines). Storm drainage arrows need to be corrected on the plans. s. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The city specifications shall replace the technical portion of the specification. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and the Watershed District. t. Show the cross-section of the parking lot on the plans. Provide a turnaround near the entrance to the parking lot if a gate is installed. Upon completion of the project, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. u. Handicap ramps must be installed according to City Detail Plate 5215. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN Iia Thomas A. Furlong, Mayor Todd Gerhardt, City Manager PAISLEY PARK ENTERPRISES VW Its STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 2007, 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 cl STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2007 by the of Paisley Park Enterprises. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including 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 wan -anted 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. 0 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 fust 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 Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property h 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. I 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 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. K 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 200_ STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20, by DRAFTED BY: City of Chanh� 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 0 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 20_. STATE OF MINNESOTA ) (ss. COUNTY OF ) 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 10 NOTARY PUBLIC o'7 -Ig CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Paisley Park Enterprises for Site Plan Review for an auxiliary parking lot. On September 4, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Paisley Park Enterprises for a site plan review for the property located at the northwest comer of Audubon Road and Coulter Boulevard to review a proposed parking lot. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided by the Land Use Plan for Office/Industrial Use. 3. The legal description of the property is: Outlot A, McGlynn Park 2°d Addition. 4. Site Plan Findings: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development is designed to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; SCANNED 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. I. The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #07-18 dated September 4, 2007, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the site plan review for a parking lot. ADOPTED by the Chanhassen Planning Commission this 4`" day ofSeptember, 2007. CHANHASSEN PLANNING giplan\2007 planning casesW7-18 paisley park parking lo6findings of fact -dm 2 Page 6 —Chanhassen Villager —Thursday, August 23, 2007 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 07-18 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, September 4, 2007, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider d request for Site Plan Review for an auxiliary parking lot on property located on the northwest corner of Audubon Road and Coulter Boulevard and zoned Industrial Office Park, IOP — Paisley Park Parking Lot. Applicant: Paisley Park Enterprises. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.ustserv/plan/07-18.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 c)—? - 1 8 SCANNED m IF MEMORANDUM Phone: 952 227.1120 TO: Todd Gerhardt, City Manager CITY OF FROM: Bob Generous, Senior Planner CHONSEN approval of the site plan for the 193 -space parking lot. 2310 Coulter Boulevard DATE: September 10, 2007 7700 Market Boulevard PBox SUBJ: Paisley Park Enterprises Chanhassen, MNN 55317 parking lot. City Code requires site lighting for all commercial or industrial parking Planning & Natural Resources Planning Case #07-18 Administration actually being used. Commissioners expressed concern that individuals might use Phone: 952.227.1100 EXECUTIVE SUMMARY Fax: 952.227.1110 to the property owner to provide security for the property. A motion to require Building Inspections The applicant is requesting site plan approval for an auxiliary parking lot on the Phone: 952.227.1180 northwest corner of Audubon Road and Coulter Boulevard. This facility will be Fax 952.2271190 used for special events that are periodically held at Paisley Park Studios. Engineering report. Phone: 952.227.1160 ACTION REQUIRED Fax 952.227.1170 RECOMMENDATION Finance City Council approval requires a majority of City Council present. Phone: 952.227.1140 Staff and the Planning Commission recommend adoption of the motion as Fax 952.227 1110 PLANNING COMMISSION SUMMARY Park 8 Recreation Phone: 952 227.1120 The Planning Commission held a public hearing on September 4, 2007. The Fax 952.227.1110 Planning Commission voted five for and one against a motion recommending Recreation Center approval of the site plan for the 193 -space parking lot. 2310 Coulter Boulevard Phone: 952.227 1400 Fax: 952.227.1404 Planning Commission discussion brought up one issue regarding lighting for the parking lot. City Code requires site lighting for all commercial or industrial parking Planning & Natural Resources lots. It is staff's interpretation that such fighting s only required il when the facilityis Phone: 952.2271130 actually being used. Commissioners expressed concern that individuals might use Fax 952.227 1110 an unlighted parking facility inappropriately. Since this is private property, it is up Public Works to the property owner to provide security for the property. A motion to require 1591 Park Road that the parking lot be gated failed one for and five against. Phone: 952.227.1300 Fax: 952.227.1310 The Planning Commission minutes for September 4, 2007 are attached to this Senior Center report. Phone: 952.227.1125 Fax: 952.2271118 RECOMMENDATION Web Site www.ci.chanhassen.mn.us Staff and the Planning Commission recommend adoption of the motion as specified on pages 6 — 8 in the staff report dated September 4, 2007 approving the parking lot. ATTACHMENTS 1. Planning Commission Staff Report Dated September 4, 2007 2. Planning Commission Minutes for September 4, 2007. gAplanx2007 planning casesx07-I8 paisley park parking lot\executive surnmary.doc i1M" The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. STAFF REPORT PROPOSAL: Request for Site plan approval for an auxiliary parking lot. LOCATION: Northwest corner of Audubon Road and Coulter Boulevard APPLICANT: Paisley Park Enterprises Attn: Jim Lundstrom 7801 Audubon Road b Chanhassen, MN 55317 (952) 949-2510 PRESENT ZONING: 2020 LAND USE PLAN: ACREAGE: 7.64 acres Industrial Office Park, IOP Official/Industrial DENSITY: Not Applicable SUMMARY OF REQUEST: The developer is proposing a parking lot on the site. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SCANNED Location Map Paisley Park Parking Lot NW Corner of Audubon Road and Coulter Boulevard Planning Case No. 07-18 City of Chanhassen �e I ;1 i ree `= r oretum Boulevard 78TH stre#t State Hwy 5 Arboretum Boulevard Subject �9 Property ° rwe a m 0 c er an, ®ou er ®m WC � ®� r 0®gyp m p�P^� �,cmE Q? ee m � : C O J teekview j Q Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 2 of 8 PROPOSAL/SUMMARY The applicant is requesting site plan approval for a 193 -space parking lot. Access to the site is being proposed from McGlynn Drive which is located north of the site. Off-site parking is a permitted use in the IOP district. The parking spaces are to accommodate spillover parking for events at Paisley Park Studio. The entire area is zoned Industrial Office Park, IOP. Directly to the north is a KinderCare Leaming Center (formerly Children's World Learning Center) as well as vacant industrial land. To the east, across Audubon Road, is Paisley Park Studios. To the south, across Coulter Boulevard, is General Mills. The property to the west is vacant industrial land. Water and sewer service is available to the site. Storm sewer connects to the City's system in Coulter Boulevard. The east end of the parking lot is approximately eight feet above Audubon Road. The west end of the parking lot is approximately four feet above Coulter Boulevard. While shown on the plans, the applicant has stated that they do not intend to fence the parking area at this time. Staff is recommending approval of the site plan subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXII, "IOP" Industrial Office Park District Chapter 20, Article XXIV, Division 2, Parking and Loading BACKGROUND On August 8, 1988, the City approved the final plat for McGlynn Park (Subdivision #88-13) creating one lot and two outlots. On August 28, 1995, the City approved the final plat for McGlynn Park 2°d Addition (Sub. #95- 14) creating a 1.15 -acre lot for Children's World Learning Center and a 7.64 acre outlet, site plan approval for Children's World Learning Center and a conditional use permit for a daycare in an IOP district. On May 27, 1997, the City approved the vacation of Butternut Drive which was a circular roadway shown for McGlynn Park 2' Addition. The street vacation was done in conjunction with the construction of Coulter Boulevard. Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 3 of 8 On January 10, 2005, the Chanhassen City Council approved the following: Preliminary Plat approval for McGlynn Park 3rd Addition creating one lot and one outlot and Site Plan approval of Planning Case #04-41 for a 4,080 square -foot, one- story warehouse building. However, the final plat was never requested, voiding the preliminary plat approval, and the site plan permit was never executed and recorded, voiding the site plan approval. GENERAL SITE PLAN A 193 -space parking lot is being proposed at the northeast corner of Audubon Road and Coulter Boulevard. A fence, which is shown on the plans but it not currently planned to be constructed, surrounds the parking lot with a motorized gate proposed at the access to the parking lot. ACCESS Access to the site is being provided from McGlynn Drive. A sidewalk connection from the site to McGlynn Drive, which has a sidewalk on the south side of the street is included. This will provide convenient access for pedestrians to events at Paisley Park. Access to the site will be a private drive off of McGlynn Drive. This drive will be privately owned and maintained. If the entrance to the parking lot is gated, a turnaround is required to allow vehicles to tum around when the gate is locked. The cross-section of the parking lot and drive will need to be shown on the plans. Upon completion of the project, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. LANDSCAPING Minimum requirements for landscaping include 6,396 square feet of landscaped area around the parking lot, 23 trees for the parking lot and bufferyard plantings around the perimeter. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 4 of 8 The proposed landscaping meets minimum ordinance requirements for the parking lot requirements. The proposed landscape plan does not meet minimum requirements for bufferyards; it exceeds in certain areas and is lacking in others. The intent of the ordinance has been met which is to buffer the view from surrounding uses. The daycare to the north and street frontages to the east and south are appropriately buffered. Staff recommends that one additional tree be planted along the west property line in order to meet overall tree requirements for that area. Staff also has the following recommendations: Replace red oak plantings in islands with elm cultivars, hackberry or ginkgo; Increase the minimum inside width of all islands to 10 feet. The applicant should submit a revised landscape plan to the City for approval. GRADING/DRAINAGE The 2.4 -acre site is bordered by an existing daycare to the north, Audubon Road to the East, Coulter Boulevard to the south, and Paisley Park to the west. There are no existing structures or driveways on the site. Existing conditions were not provided with the latest submission of the plans. Advance Surveying and Engineering Co. submitted plans dated May 4, 2007 that stated that the existing conditions were completed by Ryan Engineering and are not field verified. The existing conditions should be field verified prior to construction. The existing site is composed of two drainage areas. Approximately 60% of the site drains to a catch basin at the intersection of Coulter Boulevard and Audubon Road. The remaining 40% drains to a catch basin at the intersection of McGlynn Road and Audubon Road. Both of these catch basins drain to a regional pond south of General Mills. The site plan is proposing that 85% of the site drain through a series of catch basins and enter the catch basin at the intersection of Coulter Boulevard and Audubon Road. The remaining 15% of the site is proposed to drain to the catch basin at the intersection of McGlynn Road and Audubon Road. Required Proposed Vehicular use landscape area 6,396 sq. ft. >6,396 sq. ft. Trees/ parking lot 23 overstory 51 overstory 13 islands/peninsulas 14 islands/peninsulas North property line 5 Overstory trees 5 Overstory trees Bufferyard B — 350' 10 Understory trees 20 Understory trees 16 shrubs 0 shrubs South property line — Coulter Blvd. 8 Overstory trees 14 Overstory trees Bufferyard C — 400' 20 Understory trees 6 Understory trees 20 shrubs 236 shrubs West property line 3 Overstory trees 6 Overstory trees Bufferyard B — 220' 7 Understory trees 3 Understory trees 7 shrubs 0 Shrubs East property line — Audubon Rd 4 Overstory trees 7 Overstory trees Bufferyard C — 220' 10 Understory trees 6 Understory trees 10 shrubs 110 shrubs The proposed landscaping meets minimum ordinance requirements for the parking lot requirements. The proposed landscape plan does not meet minimum requirements for bufferyards; it exceeds in certain areas and is lacking in others. The intent of the ordinance has been met which is to buffer the view from surrounding uses. The daycare to the north and street frontages to the east and south are appropriately buffered. Staff recommends that one additional tree be planted along the west property line in order to meet overall tree requirements for that area. Staff also has the following recommendations: Replace red oak plantings in islands with elm cultivars, hackberry or ginkgo; Increase the minimum inside width of all islands to 10 feet. The applicant should submit a revised landscape plan to the City for approval. GRADING/DRAINAGE The 2.4 -acre site is bordered by an existing daycare to the north, Audubon Road to the East, Coulter Boulevard to the south, and Paisley Park to the west. There are no existing structures or driveways on the site. Existing conditions were not provided with the latest submission of the plans. Advance Surveying and Engineering Co. submitted plans dated May 4, 2007 that stated that the existing conditions were completed by Ryan Engineering and are not field verified. The existing conditions should be field verified prior to construction. The existing site is composed of two drainage areas. Approximately 60% of the site drains to a catch basin at the intersection of Coulter Boulevard and Audubon Road. The remaining 40% drains to a catch basin at the intersection of McGlynn Road and Audubon Road. Both of these catch basins drain to a regional pond south of General Mills. The site plan is proposing that 85% of the site drain through a series of catch basins and enter the catch basin at the intersection of Coulter Boulevard and Audubon Road. The remaining 15% of the site is proposed to drain to the catch basin at the intersection of McGlynn Road and Audubon Road. Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 5 of 8 The stormwater management plan that was submitted will need to be revised. The rational method calculations provided show insufficient capacities in the proposed storm sewer system. Additional ponding is not required because the stormwater will be treated in the regional pond south of General Mills. Spot elevations are needed at the intersection of McGlynn Road and the proposed drive. Drainage should be conveyed through the intersection. The curb line must maintain a minimum of .5% slope. The high points in the parking lot will need spot elevations for construction purposes. Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining wall is as follows: Location Length Maximum Height (approximate) (approximate) Northeast corner of where proposed drive 90 feet 4 feet intersects parking lot. Elevations shall be added to the top and bottom of retaining walls to confirm actual height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend watermain and storm sewer within the parking lot. All utilities within this site shall be privately owned and maintained. Proposed watermain will extend from the existing watermain stub off Coulter Boulevard. The proposed watermain will terminate at the hydrant near the intersection of the proposed drive and the parking lot having an approximate total length of 410 lineal feet. Plantings within the site will require irrigation. An irrigation meter will need to be installed. Sanitary sewer will not be constructed with this site plan. Utility plans shall show both plan view and profiles of all utilities (water and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The fees for sewer and water will not be charged with this site plan because the land is not being platted. Fees for sewer and water will be collected with the building permit when the property is replatted into lots and blocks. Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 6 of 8 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and Watershed District. EASEMENTS There are no new easements required with this site plan. LIGHTING/SIGNAGE Section 20-1123 of the Chanhassen City code requires that all commercial, industrial, and multifamily parking lots shall be lighted. Lighting shall use shielded fixtures and be directed away from the public right-of-way and adjacent residential or agricultural districts. Sufficient lighting shall be provided to illuminate all areas of the parking lot to provide adequate levels of safety. To minimize off-site impact, light levels as measured at the property line shall not exceed one-half foot candle as measured at the property line. Lighting fixtures on poles shall comply with the following: (1) All fixtures must be shielded, high-pressure sodium with a total cutoff angle equal to or less than 90 degrees. (2) Fixture height shall not exceed 30 feet (3) Photometrics shall incorporate existing light fixtures, public or private, that may impact the site. No signage is currently shown on the plans. Signage must comply with City Code requirements and would require a separate sign permit application. Staff anticipates that only directional signage, which does not require a sign permit, will be installed at the driveway entrance to the parking area. RECOMMENDATION Staff and the Planning Commission recommend that City Council adopt the following motion and adoption of the attached findings of fact and recommendation: "The Chanhassen City Council approves the Site Plan a of Planning Case #07-18 for a parking lot, plans prepared by Proterra Design Associates, Inc., dated 08/07/07, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 7 of 8 2. The applicant shall submit a lighting plan for City review and approval prior to beginning site improvements. 3. The perimeter landscaping on the south and east sides of the parking lot shall be located such that it is between site fencing, if installed, and the roadway. 4. Replace red oak plantings in islands with elm cultivars, Autumn Blaze maple, or ginkgo. 5. All city boulevard trees shall be protected during construction. Any trees lost due to construction shall be replaced by the applicant. 6. The applicant shall add one tree to the landscaping along the west property line for a total of 10 trees. 7. Increase the minimum inside width of all islands to 10 feet. 8. A revised landscape plan shall be submitted to the city for approval prior to beginning site improvements. 9. Site landscaping shall be irrigated. 10. Field verify existing conditions prior to construction. Submit existing conditions plan with next submittal. 11. Submit revised stormwater management plan. Current calculations show that catch basin #7 does not have enough inlet capacity, the velocity between catch basin #8 and catch basin #1 is over 10 fps, and the existing storm in Coulter Boulevard does not have sufficient capacity. There is a 15" storm stub in McGlynn Road to help resolve these issues. 12. Additional spot elevations shall be added at the intersection of McGlynn Road and the proposed drive to ensure that drainage is conveyed through the intersection and the curb line maintains a.5% minimum slope. Also, add spot elevations to the high points in the parking lot. 13. Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. 14. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 15. Add top and bottom elevations to the retaining walls. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Paisley Park Parking Lot Planning Case 2007-18 September 4, 2007 Page 8 of 8 16. The watermain must be revised to meet city specifications. The hydrant must be installed according to Detail 1004 with a valve and a plastic wrapped CL 52 DIP lead. Watermain fittings shall be wrapped ductile iron. 17. All watermain and storm sewer within this site shall be privately owned and maintained. An irrigation meter will need to be installed. 18. Utility plans shall show both plan view and profiles of all utilities (water and storm sewer lines). Storm drainage arrows need to be corrected on the plans. 19. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The city specifications shall replace the technical portion of the specification. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPGA, Dept. of Health, Carver County and the Watershed District. 20. Show the cross-section of the parking lot on the plans. Provide a turnaround near the entrance to the parking lot if a gate is installed. Upon completion of the project, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer. 21. Handicap ramps must be installed according to City Detail Plate 5215. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Layout Plan. 4. Reduced Copy Grading, Drainage & Erosion Control Plan. 5. Reduced Copy Utility Plan. 6. Reduced Copy Landscape Plan. 7. Affidavit of Mailing Notice, Notice and Mailing List. gAplan\2007 planning cases\07-18 paisley park parking loAsizfr reponAoc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Paisley Park Enterprises for Site Plan Review for an auxiliary parking lot. On September 4, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Paisley Park Enterprises for a site plan review for the property located at the northwest corner of Audubon Road and Coulter Boulevard to review a proposed parking lot. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided by the Land Use Plan for Office/Industrial Use. 3. The legal description of the property is: Outlot A, McGlynn Park 2°d Addition. 4. Site Plan Findings: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development is designed to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #07-18 dated September 4, 2007, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review for a parking lot. ADOPTED by the Chanhassen Planning Commission this 4`s day ofSeptember, 2007. CHANHASSEN PLANNING COMMISSION IM Its Chairman g:\plan\2007 planning cases%W-I8 paisley park parking lotTindings of fact.doc CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No. v �7 - t U CITY OF CHANHASSEN RECEIVED JUL 2 7 2007 CHANHASSEN PLANNING DEPT r=• --...... �. •. :gin -.. r. Mff NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review �_ Site Plan Review (SPR)* S©D. Subdivision* Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB (q - la -O-7 TOTAL FEE $2 5D,G 01�;-7VI4� Prncl.�_ �L-,V 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. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT N LOCATION: LEGAL DESCRIPTION: TOTAL ACREAGE: WETLANDS PRESENT: YES PRESENT ZONING: TD fU REQUESTED, ZONING: !, PRESENT LAND USE DESIGNATION: r REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: V NO 7- `� V .. IQ vI R a Qroya )1 4-6 c GYAruc-l- i `oaf kln� lo -+— 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. /ign4atuMreofp icbat/ Date SCpt1NIA Signature of Fee Owner Date GApLAMoriHstdevelopment Review Application.DOC Rev. 12/05 ,•('ti��; ��.� � I Nv'IallloxYl3LS � � � � i~.j !; �1�1 t i� e� � LCeI�MU N09�0Ufry Cq�1 1� LICSS NW'Ntl$$tlHNtl1p P{I e anLxuxoeoanv �wc I {I��) 1 IIIIIIIIII NOLLI4Q'd.LO'I LJNIJRItla sameaavxaaavaxamva � xuvaag7isroa � IIIIIIIIII --- e i1Yld'IOtIJNOJ NOISOFId � � � � M aes - e ..—_...., B3aJtlNItlN(I'DlDUVN'J It 3 as avaaraoeoanvawr. °° tata� IIIIIIIIII auaaxoeoonv lasr. c a} 1 NOI.I.Iaatl ZO'1 ONI5RIvd t sas�uawuxamavaxa�sna � t 71TItld AH'iSltld a a IIIIIIIIII � a t; • x li1 i �g $ g a@ gl t x' � a � �i@ � � y; 1(3a Hh I go EEY f p 'ip EEii6� p 0 i a9 t° as • ya ; S.!s a'C p° � S �i' ' ' Y p �A ` p ! t �� i S a � !1 a�p`'� ai Fi� A t•Y C t' �' 6 9' Af r S 4, ' p; : �° P . s ! a ja ° 'i a8 a; of �tfl t!! 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L1.0 RLANDSCAPE PLAN 06-26-07 gy[3e g[��f 0� � �mrvmeee'n vn ranwar.�e[rwneourwuororEe e mnau�onwurxonEenruWru'me armuoeraruttEEs. ceewaweeE� MMLMIFA WI®emmavrvaw�sr[ixxrLv�vurt. q �5�� PLAN NOTES: j a m rn ovioxwe e� cwn. mMene @��Y �b ��a� ucoxwexEorrsrd: 9 1®UM .W 31PLLL W YY01EirW:MfIFMEV e 1 n 1rmEfewveewa>, l±h��A� �rM. ¢uvws,eex.eemo L H RWII WLMEWIY i GL DWEBRMrMfIfNfA b'�fM0lrtrl 0 11 Y/Q.YUBRCF rM. W RLL NYNOIWE QIYYgbNR N ltl AIW XCWN114[ RM. •aMf }P4 W6 u.n� rmr�vm ey.�.�oo�o_ err�ewmrmr�e�..ww�• .y: YmP ID'ORfYTW110d. er Taeve�..re..e.wa awMnee uo Mwom wn emnxEoi w W e aaruo soon • nnwr®Mmm nee'wsxo earnunx IAL SCHEDULE.' L1.0 RLANDSCAPE PLAN 06-26-07 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on August 23, 2007, 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 Paisley Park Parking Lot — Planning Case 07-18 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. ov -lhardYl6puty Clerk Subscribed and sworn to before me this Zrcl day of 2007. Notary Pt blie KIM T. MEUWISSEN Notary PubFc-Minnesota My Comm�sslon FxPires Jan 31,2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 4, 2007 at 7:00 P.M. This hearing may not Location: start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for Site Plan Review for an auxiliary parking lot — Property Location: Paislev Park Parking Lot Applicant: Paisley Park Enterprises Property Northwest corner of Audubon Road and Coulter 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: 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/sere/plan/07-18.htmi. If you wish to talk to someone about this project, please contact Bob Questions & Generous by email at benerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in 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 commemiavindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 4, 2007 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. Proposal: Request for Site Plan Review for an auxiliary parking lot — Paislev Park Parking Lot Applicant: Paisley Park Enter rises Property Location: Northwest corner of Audubon Road and Coulter Boulevard A location map Is on the reverse side of this notice. This map is neither a legally recorded prep nor a w,my antl is na intended to be used as one. This nap is a connotation of records, infomretion and data located in various city, county state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not "farm this, the Geographic Information System (GIS) Data used to prepare this map are error free, antl the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose retuning exscung measurement of distance or direction or precision in the depiction of geographic features. If enors or discrepancies are found please contact 952-2D-1107. The pracedng disdairrer is provided pursuant to Minnesota Statutes §666.03, Subd. 21 (2000), and Me user M this nap acknowledges that the City shelf not be liable for any damages. and expressly waives all chine, and agrees to defend, indermih, and hdtl hamyess the CM from any and all clams; brought by User, its errployees or agents, or third parties which ansa out of the users access or use of data provided. ufsclalmer This map is neither a legally recorded map nor a survey and is not imended to be used as ane. This map is a completion of records, information and data located in various city, county, state and federal offices and other sources regarding rite area shown, and is to be used for reference purposes only. The City does not wenant Nat the Geographic Information System (GIS) Data used to prepare this nap are error free, and the Cly dues not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depction of geographic features. If mors or discrepancies are found pease correct 952-227-1107. The preceding disclaimer is provided Wrwant to Minnesota Statues §666.0.3. Subd. 21 (2000), and the user of this map acknowledges that the Cry shall not be liable for any darteges, arM expressly waives all chums, and agrees to defend. indemnify, and hdtl ham/ess the City frown any and all dans brought by User, its wrployees or agents, or third parties which apse out of the users access or use of data provitled. Public Hearing Notification Area (500 feet) Paisley Park Parking Lot NW Corner of Audubon Road and Coulter Boulevard Planning Case No. 07-18 City of Chanhassen �s J i O _ 9 r oretum Boulevard _ 8TH Stregf State Hwy 5 Arboretum Boulevard Subject Park prt v McGI nn nv Property e o C fter a eNd. u er ® °p 0 m d ��cmE 01 h m O es 9 L N O Q C O a 0 reekvie. j / a CAMPBELL PROPERTIES LP II THE PILLSBURY COMPANY C/O KNOWLEDGE LEARNING CORP C/O GENERAL MILLS TAX DEPT LOVE 4 ONE ANOTHER CHARITIES ATTN TAX DEPT 7801 AUDUBON RD PO BOX 6760 PO BOX 1113 CHANHASSEN , MN 55317 -8205 PORTLAND. OR 97228 -6760 MINNEAPOLIS, MN 55440 -1113 MCGLYNN BAKERIES INC #366 C/O GENERAL MILLS TAX DEPT PO BOX 1113 MINNEAPOLIS, MN 55440 -1113 PRN MUSIC CORPORATION 7801 AUDUBON RD CHANHASSEN . MN 55317 -8201 ALFRED A IVERSEN PMT CORPORATION 1500 PARK RD CHANHASSEN . MN 55317 -8200 CREEK FIVE ASSOCIATES PO BOX 16130 ST LOUIS PARK, MN 55416 -0130 CHANHASSEN PLANNING COMMISSION REGULAR MEETING SEPTEMBER 4, 2007 Chairman McDonald called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Jerry McDonald, Kurt Papke, Kevin Dillon, Debbie Larson, Mark Undestad and Dan Keefe MEMBERS ABSENT: Kathleen Thomas STAFF PRESENT: Bob Generous, Senior Planner; Angie Auseth, Planner I; and Joe Shamla, Project Engineer PUBLIC HEARING: PAISLEY PARK PARKING LOT: REQUEST FOR SITE PLAN APPROVAL FOR AN PAISLEY PARK ENTERPRISES, PLANNING CASE 07-18. Public Present: Name Address Fred Farr 5888 45a' Street S.E. Alan Kretman 7200 Hudson Boulevard, Oakdale 55119 Rick Pecoquin 2069 Manitou Avenue, St. Paul James Lundstrom 5334 Highland Road, Minnetonka 55345 Bob Generous presented the staff report on this item. McDonald: Okay. Mark, you want to start? Dan? Keefe: Yeah. One in particular that, and it may go back a little bit to the previous approval on this parcel but in regards to lighting we had a discussion around operational hours in terms of the lighting and because this is just an auxiliary parking lot, I presume it's only going to be used on just a periodic basis to support activities at Paisley Park. You know what do we do in terms of lighting when it's, is this thing going to be lit every night when it's not being used? Generous: That would be up to the applicant. I thought about that when I was writing the staff report, whether we should limit it to the nights of operation and putting a time limit on but unfortunately limiting the operations would be good but time limit may not be because of the way Prince and Paisley Park Studios work. Sometimes they have late evening activities so you'd want them to have that security lighting. But yeah, we could provide a condition of approval that it could be, it's limit to only times that they are actually, have an event that is using this facility. Planning Commission Meeting - September 4, 2007 Keefe: And there is going to be a gated parking lot, or. Generous: Originally, the plan show that it's going to be fenced and gated. However the applicant has advised me that that's not their intention to do that so it will be an open facility. Keefe: Yeah. And I mean, do you have to have permits to use it or can anybody that's going park there or is it you know? Generous: Well it's like any private property. Keefe: Right. So it's limited to the use of patrons or whoever Paisley Park wants to use it. Generous: Unless they did a lease agreement with someone that wanted it. Keefe So restricting the hours or requiring the hours might make some sense since it's really only intended to be used for periods of time associated with Paisley Park facility. Okay. That's my question. McDonald: Kevin. Dillon: 193 spots seems like a lot of parking spots. How does that number, how did you get to that number or did, or maybe is that a question best left for the applicant? Generous: I think it's better for the applicant. They were looking at I think the area that they intended to use and that's the result. I don't know if it's specifically related to what their anticipated needs were. Dillon: Okay. I have a couple other questions that are probably best left for the applicant. McDonald: Okay. No questions? Papke: Yeah I've got a couple. On the landscaping plan, this one's a little unusual. Normally you're pretty rigorous about insisting on meeting the requirements. In this particular case you state that the intent of the ordinance has been met yet we're allowing some to be over. Some to be under, etc.. Could you provide a little color behind it? For instance they're substantially under the under story requirement for trees. So what was your rationale behind you know saying that, you know obviously in some categories they grossly exceed. I mean there's a bazillion shrubs going in here. But they are under some of the other requirements so could you explain a little bit the rationale. Generous: Yeah and I think it's, going from under story to over story, that's always a trade off that the city's willing to make. You get a larger volume of trees eventually and more shading for the parking lot and that's what the whole idea is for a parking lot landscaping. So I believe Jill just felt that that was an adequate amount to put in there rather than going with the strict... numbers. 2 Planning Commission Meeting - September 4, 2007 Papke: Okay. The other question I had was on the last condition. Where would the handicap ramps be? It wasn't clear to me what requirement would be there. Generous: They showed on the plan, there has to be some ramps in this area and it just allows for handicap accessibility. It can't be a curb that someone in a wheelchair would have to overcome. Papke: So that goes down, would go down to Audubon or. Generous: No. It would just go from the parking lot to that sidewalk system and then on the sidewalk they don't have anything that would impede their progress. It's just from the parking lot to the sidewalk. Papke: Okay. I got you. That's all. McDonald: Well I've got a couple questions to follow up on the lighting. Now across the street is, well is it Pillsbury or General Mills now? Generous: General Mills. McDonald: And that's lit 24/7 with the big arc lights and everything, right? Generous: Right. McDonald: The lights that would go here, would those be more the type where we would require the spotlights? I mean it isn't the glare that's similar to the lights that are in that parking lot. It would be more focused down so that we wouldn't have the over brightness of the area. This wouldn't add to that. Generous: No, that's correct. They would have to follow our standards which limit the height of the structure and require that it be the shoebox fixtures. McDonald: Right, okay. So we would be able to contain some of the light pollution that way. Generous: And also through design you can do that by entering, or directing it towards the interior. McDonald: Okay. Generous: You help with the spillover. McDonald: Okay. That's really all the questions I had right now for staff and is the applicant present? Ryan Lundstrom: Yes. Planning Commission Meeting - September 4, 2007 McDonald: Okay. If you would come forward and if you have anything to add to any of this. We have some questions for you also. Ryan Lundstrom: Okay, thanks for hearing us. Appreciate that. Would you like me to. McDonald: Yeah, please state your name and who you represent and all of those things. Ryan Lundstrom: Ryan Lundstrom. I'm with Paisley Park Enterprises that Prince Roger Nelson owns. Rick Pecoquin: And I'm Rick Pecoquin. Also a Paisley Park employee. McDonald: Okay, thank you. Ryan Lundstrom: Okay, I made some notes about some of your questions. Yes, as far as we're concerned about partial use lighting. Whether it makes sense with us because like was explained by one of them, this would not be continually used like every weekend. It'd be on a limited use basis and I'll just remove some of the mystery what we're accomplishing here. The parking lot is for different shows, not unlike what you've granted us temporary permits on over the last several years, and again that's only been well once every year type of thing. If that. Well this would be more frequently than that but not on an every weekend basis. Nothing of that nature. Other entertainers would come into town, playing at the Target Center or Xcel Energy Center. Prince might invite them to do an additional show out here. Of course much smaller venue. And too, we're looking at offering some tours during the day, and again this would be on a limited basis is what were working on, so that's the nature of the parking lot. And so going back to the lighting issue, from our standpoint, no. We wouldn't have to have it lit every night of the week. Just when we have events going on. We'd be more than happy. It'd save us money too as far as that goes. Let's see. Oh parking spaces. How we came up with that number. Well as you know at Paisley Park we currently have quite a few spaces as it is already. The city's been very nice in recommending different, other businesses to allow us to use their parking lots on a temporary basis. Well this would hopefully eliminate even most of that. Even in the future they're more than happy to do business with us. We have a nice relationship with them. So that's, as far as the number goes. Based on what the fire marshal and the sheriffs department put upon the amount of attendance we can have. I think what is it, 999 in the sound stage and then 201 in the auxiliary stage area. So it comes, it's about 1,200. We're happy to do too, to accommodate all this is to put in additional fire doors. The fire marshal met with us here in July and walked through and mentioned about the double doors. In addition to that we're even to put up an additional entrance in the back, double doors going to the outside so it will be well within the compliance of the city and be safe. In addition to what we're looking at doing, again to accommodate the city's request, we're adding quite a few additional bathrooms, both women's room and men's room along with adequate handicap and that will be all within the interior of the building. It will not impact the exterior whatsoever. We're trying to show to you we're trying to comply with all that you desire us to do. So that's a brief introduction. Be glad to entertain your questions. Anything you'd like to add Rick at this point? 4 Planning Commission Meeting - September 4, 2007 Rick Pecoquin: Just the additional parking lot on the site right next to the building also does have handicaps right next to the building itself so. So that's handicap accessible. Ryan Lundstrom: So any questions you might have, we'd be happy to address. McDonald: Why don't we start down to my right. Any? No questions? Larson: No. McDonald: Kevin. Dillon: You answered my questions I was going to pose to you. Ryan Lundstrom: Okay. Keefe: Just a quick question. I mean when you have these events and you're going to have this parking lot full you know and you have traffic to deal with. I mean how do you typically operate that? I mean you bring in people to help people cross or do you depend on the light to do that or? Ryan Lundstrom: No. Keefe: What are you intentions? Ryan Lundstrom: We've hired the sheriffs department. They've been very helpful. I think even 2, even 3 of them possibly. Rick Pecoquin: For the most part. Fire Marshal. Two fire marshals and the highway patrol. Ryan Lundstrom: Yeah. Keefe: See that they do assistance to help people cross? Ryan Lundstrom: Yeah, and let you know too, just from part of this mystery. If you're familiar with the location, if you come from Highway 5 coming from Minneapolis and you take a left on Audubon, then you take an immediate left into Paisley. Well the people, if we allowed that, you'd have a major parking jam going past Powers and Market Boulevard and so what we did, we have signs to have people go, it's down by the city, what's that road you have property on? Park Place? So they'd come up from the south up to Paisley and that way we eliminate any congestion up at the stop light because it's such a major intersection. So we've done that in the past most successfully, and that now with this additional parking lot, that's the whole thing too. They'd come from Park Place, over to the parking lot and then eliminate any congestion we might have up there. Keefe: Okay. 5 Planning Commission Meeting - September 4, 2007 Dillon: So the events that are planned, I'm sorry McDonald: Go ahead with your question. Dillon: So the events that you have there like you know just private events and not open to the public? You might do some tours but besides that. Ryan Lundstrom: Yeah, this is open to the public but of course it's, it's not like the Target Center which has 19,000 people. This is limited to 1,200 at this point. What we'd probably get up to is probably more like 1,500 with the additional fire doors and so on. Rick Pecoquin: Whatever the fire marshal will allow. Ryan Lundstrom: Yeah. Dillon: How is awareness created about these events? Ryan Lundstrom: Awareness? Dillon: Yeah. I mean is it just. Rick Pecoquin: Usually it's a last minute deal where the artist Prince would perform and then they would make an announcement over the PA and tell the people would drive up afterwards. Ryan Lundstrom: Obviously we'd have everything arranged with you people ahead of time. Weeks in advance. So we're not springing a new one on you at the last minute. You know what's happening. That's usually the way he, that's the way he's performed down in Las Vegas and well even in London where he's at right now doing, what is it 21 performances? I think we've added a few extra. Rick Pecoquin: 7 more. Ryan Lundstrom: 7 more? There's like 480,000 tickets sold. It's enormous and he does like an after show type thing. You know he did that in Vegas and for those who like to stop at his restaurant next door, this is in Las Vegas now, you could go in and I think, I was there, that seats like a few hundred people. So he likes to do those type of things. But again at a very reasonable cost too. McDonald: Mark, you have any questions? Undestad: I just had a question on the location. Why you picked that side of the site, and you may have answered that by routing traffic up Park Road. Ryan Lundstrom: Correct. Yes. 0 Planning Commission Meeting - September 4, 2007 McDonald: Okay. Well the questions I have were brought up as far as lighting in this area. I understand it's advantageous for you as far as being able to control the lighting and it would help. It only needs to be on whenever you've got something but you've taken out of the plans the fencing to keep it private. The concern I have is that all of a sudden now we have a parking lot there that's open to anyone. How do we restrict anyone from coming in there and if they do come in there and park and the lights aren't on, what happens as far as if something happens within the parking lot? Ryan Lundstrom: Yeah, good question. Well the, well the existing businesses that are there really don't have any need for, I know McGlynn's Bakery, or. McDonald: Yeah, I don't believe that they'll need any of the parking. Ryan Lundstrom: Right, and even the daycare center. Actually the only viable business, and they don't really have events that would require the use of a parking lot. In fact that street, that dead end street, what's that called? Is that McGlynn? Yeah, McGlynn Drive. Yeah, there's more than adequate parking right along the streets to accommodate the daycare center so we don't see any reason, we would be the only people who would have an interest in actually using this parking lot. McDonald: Okay, Now I'm just you know kind of a posing the question that yeah, you've got a parking lot. People will want to park there and if something were to happen in it and because there was no lighting or something on the off day, and you're not going to have it on that much because you're right, these things are rather few and far between so it's not as though it's going to be an every week occurrence or anything. That's the only question I'm posing about this is, how do you control all of that? And I guess you can't answer it and that's fine. I just wanted to raise the issue. Other than that, I have no further questions unless anyone else does. I thank you very much for presenting this to us. Ryan Lundstrom: Okay, thank you. McDonald: Thank you. At this point I will open up the meeting to the public. Anyone wishing to come forward and make comment, please come up to the podium. State your name and address and then address your comments to the commissioners. Seeing no one come forward, I will close the public meeting and I will bring it back before the commissioners for deliberation and we will take a vote. Mark, you want to start with anything? Undestad: No. Keefe: I'm fine too. Dillon: No comments. Larson: The only comment I would make is kind of expanding on what your question is and it appears to me that it's not a real obvious entrance into this parking lot and then if there's going to 7 Planning Commission Meeting - September 4, 2007 be trees and shrubs all the way around it, it's not like it's going to be completely visible that anybody would encroach on Audubon or Coulter. I don't know, in my mind its an issue I guess. McDonald: Okay. Papke: I guess I'd be in favor of a 22nd condition here which would be to allow the applicant to conditionally light it on the basis of gating the entrance. As long as, I think they control the entrance to the parking lot, I think that would, with all the shrubbery and so on, I think that would be sufficient to allow them to light it at their option. I guess that's what I'd put out for them. McDonald: Okay. Keefe: And just in regards to the lighting, I mean we've got McGlynn across the street. We've got the daycare which I think already casts off some light at night anyway, so and if somebody wanted to go in there right now, maybe they could presumably drive their car into the field right now if they wanted but you know, police do go by. They'd kick them off there. The same thing I think would be if you know. Papke: I'd just be concerned with you know during the winter, kids doing donuts there or something. If there's no lighting at all. And there was no controlled access. McDonald: Yeah, and an empty parking lot's an invitation for that kind of stuff. You know, and the big reason I raise the issue is what's the liability to the City. If there is none, then it's all upon Paisley. It's not our problem. Keefe: So they would need to decide whether they wanted. McDonald: Right. I only raise it from an issue of liability in case some kids go in there and decide to do donuts or whatever, but empty parking lots with no lights are an invitation for people to go and gather. You know, well never mind. We all were young once. So yeah I mean that was the only reason I raised the issue. Right, it's their liability. Okay, then in that case I'm willing to accept a motion from the commission. Papke: Mr. Chair, I make a motion that the Planning Commission recommends Site Plan approval of Planning Case #07-18 for a parking lot, plans prepared by Proterra Design Associates, Inc. dated 08/07/07, subject to conditions 1 through 21 as stated in staff report with an additional condition number 22 that the applicant be granted the ability to conditionally light the parking lot as long as they gate the entrance to the parking lot. They control the entrance. McDonald: Okay, do I have a second? Larson: I'll second it. McDonald: Any discussion? I hear a little bit of a moaning over here. Planning Commission Meeting - September 4, 2007 Keefe: Well my problem is just, you know I don't know why we need to regulate a gate. They can decide, it's their liability as to whether they need it gated or not. Papke: In terms of city regulations with lighting a parking lot, any, what's the bottom line? Does the city require lighting? Generous: We require that parking lots have lighting. Papke: So all I'm, all we're really saying here is we're relaxing the restrictions slightly by controlling access. Dillon: How so? Papke: With agate. Undestad: They have to leave lights on all the time or they can... Papke: Or they've got to close the gate. Dillon: So is that the ruling? I mean is that. Keefe: That's what he suggested. Papke: That's what I'm suggesting. Keefe: My counter point is, is let them have lights to save energy and lighting the city and it's their liability if someone gets hurt there. You know they have, they can gate it but it's their's. It's their responsibility. Undestad: So does the city require parking lot lighting? Generous: When, well I should. Keefe: Public lighting. Generous: Yeah, you have to light it if people are using it. That's the end result. Undestad: So if Jerry's in there doing donuts at night... Generous: He's also trespassing I believe. Dillon: But the city doesn't require a gate. Generous: No. It's like any other parking lot in downtown. We only require it if a facility's open and people are invited, or using that facility. Planning Commission Meeting - September 4, 2007 Keefe: So let me ask you this. I mean if it's, if we require lighting, does it necessarily have to be on per ordinance? Or does it just have to have the lights there? Generous: Well they have to have the lights and it has to be on if there's an operation going. Keefe: So in a sense I mean it's ... if there isn't anything going on then they don't have to light it. Generous: They're not technically required to have. McDonald: Okay, I guess what we have, we have a motion with an additional recommendation. You can also put forward a motion that would go with just this recommendation and the 21 and we'll vote on both. Would that be acceptable Bob? Generous: Yeah. McDonald: I thought it would be. We have a second on the first motion. Keefe: Then we need to vote on that. Generous: You can vote on the motion, the amendment and then. McDonald: Okay, all in favor of the recommendation that we adopt the recommendation for the site plan with the addition of a 22nd recommendation granting conditional use, granting intermittent use of the light based upon controlling access to the parking lot say aye. Papke moved, Larson seconded that the Planning Commission recommend an amendment to the motion adding the following condition: 22. The applicant be granted the ability to conditionally light the parking lot as long as they gate the entrance to the parking lot. Papke voted in favor, the remainder of the commission voted in opposition. The motion failed with a vote of 1 to 5. McDonald: Okay, the motion fails. Do I have a second motion? Larson: The motion to approve it without the 22°d9 McDonald: No, with the 22°d in. Larson: Are we going to do another one without it? Keefe: Yeah, I'll make a motion. McDonald: Yeah, we would do another one without it. 10 Planning Commission Meeting - September 4, 2007 Keefe: And I guess point of clarification. Just revisit this one thing. They have to put in lights. They don't necessarily have to be on except when they're using it. Generous: Right. Keefe: That's the ordinance. Generous: Interpretation of the ordinance. It's only necessary. Keefe: Alright. I'll make a recommendation Planning Commission recommends Site Plan approval of Planning Case #07-18 for parking lot plans prepared by Proterra Design Associates dated August 7`s subject to conditions 1 through 21. McDonald: Okay, do I have a second? Dillon: Second. Keefe moved, Dillon seconded that the Planning Commission recommends Site Plan approval of Planning Case #07-18 for a parking lot, plans prepared by Proterra Design Associates, Inc., dated 08/07/07, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The applicant shall submit a lighting plan for City review and approval prior to beginning site improvements. 3. The perimeter landscaping on the south and east sides of the parking lot shall be located such that it is between site fencing, if installed, and the roadway. 4. Replace red oak plantings in islands with elm cultivars, Autumn Blaze maple, or ginkgo. 5. All city boulevard trees shall be protected during construction. Any trees lost due to construction shall be replaced by the applicant. 6. The applicant shall add one tree to the landscaping along the west property line for a total of 10 trees. 7. Increase the minimum inside width of all islands to 10 feet. 8. A revised landscape plan shall be submitted to the city for approval prior to beginning site improvements. 9. Site landscaping shall be irrigated. 11 Planning Commission Meeting - September 4, 2007 10. Field verify existing conditions prior to construction. Submit existing conditions plan with next submittal. 11. Submit revised stormwater management plan. Current calculations show that catch basin #7 does not have enough inlet capacity, the velocity between catch basin #8 and catch basin #1 is over 10 fps, and the existing storm in Coulter Boulevard does not have sufficient capacity. There is a 15" storm stub in McGlynn Road to help resolve these issues. 12. Additional spot elevations shall be added at the intersection of McGlynn Road and the proposed drive to ensure that drainage is conveyed through the intersection and the curb line maintains a.5% minimum slope. Also, add spot elevations to the high points in the parking lot. 13. Paved surface grades shall not be less than I%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. 14. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 15. Add top and bottom elevations to the retaining walls. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 16. The watermain must be revised to meet city specifications. The hydrant must be installed according to Detail 1004 with a valve and a plastic wrapped CL 52 DIP lead. Watermain fittings shall be wrapped ductile iron. 17. All watermain and storm sewer within this site shall be privately owned and maintained. An irrigation meter will need to be installed. 18. Utility plans shall show both plan view and profiles of all utilities (water and storm sewer lines). Storm drainage arrows need to be corrected on the plans. 19. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The city specifications shall replace the technical portion of the specification. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and the Watershed District. 20. Show the cross-section of the parking lot on the plans. Provide a turnaround near the entrance to the parking lot if a gate is installed. Upon completion of the project, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 21. Handicap ramps must be installed according to City Detail Plate 5215. 12 Planning Commission Meeting - September 4, 2007 All voted in favor, except Papke who opposed, and the motion carried with a vote of 5 to 1. 13 cl- 1'� City Council Meeting - September 10, 2007 Councilwoman Ernst: Second. Mayor Furlong: Moved and seconded. Any discussion? Councilman Litsey moved, Councilwoman Ernst seconded that the City Council approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes. e. Approval of Site Plan Review for Auxiliary Parking, Paisley Park, 7801 Audubon Road. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Do you want to pick up 1(c) right after visitor presentations? Todd Gerhardt: Yeah, I think that's appropriate. Mayor Furlong: That's an unfinished business item. VISITOR PRESENTATIONS: None. 1(C). THE PRESERVATION AT BLUFF CREEK 2ND ADDITION, PROJECT 07-11: APPROVE CHANGES TO GRADING PLAN. Mayor Furlong: Mr. Oehme, we'll start with your update and then have opportunity for Mr. Dorsey's public comment. Paul Oehme: Sure. Thank you. City Council members, this item is just a request by the developer to modify the existing grading plan as has been previously approved. Approximately 43,000 cubic yards of excess material on site that the engineer did not anticipate. He would like to utilize the existing development to re -grade the property so material would not have to be hauled off site. He has submitted a grading plan and staff has reviewed that grading plan and has gone back and forth on several modifications and the plan before you tonight is we feel the best plan that we can come up with in terms of how to shape the site. The future development so the issue recently has Mr. Dorsey, the property owner to the east has raised some concerns about the grading and some of the touch down points in terms of the road and specifically a retaining wall along and adjacent to the development property. Just for background sake, Ryland Homes did meet with Mr. Dorsey I think back in May of some time and the issue at that time again was the road, the stub road. Mills Road. The elevations and the grade of that street. Mr. Dorsey requested a few modifications to that road and then also the retaining wall previously was about 12 feet high in one section. Mr. Dorsey did not, he can speak to this but he requested that that road, or that that retaining wall be lowered as you may recall under the second phase approval process. The applicant again did meet with him and we're trying to work out an agreement in terms of try to reduce the height of that wall and just recently today we did have a conversation on the phone with Mr. Dorsey and the developer and you know we have initially identified the potential to reduce that wall to under 4 feet. The only issue there is if we can reduce it under 4 CHANHASSEN PLANNING COMMISSION REGULAR MEETING SEPTEMBER 4, 2007 Chairman McDonald called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Jerry McDonald, Kurt Papke, Kevin Dillon, Debbie Larson, Mark Undestad and Dan Keefe MEMBERS ABSENT: Kathleen Thomas STAFF PRESENT: Bob Generous, Senior Planner; Angie Auseth, Planner I; and Joe Shamla, Project Engineer PUBLIC HEARING: PAISLEY PARK PARKING LOT: REOUEST FOR SITE PLAN APPROVAL FOR AN PAISLEY PARK ENTERPRISES, PLANNING CASE 07-18. Public Present: Name Address Fred Farr 5888 45"' Street S.E. Alan Kretman 7200 Hudson Boulevard, Oakdale 55119 Rick Pecoquin 2069 Manitou Avenue, St. Paul James Lundstrom 5334 Highland Road, Minnetonka 55345 Bob Generous presented the staff report on this item. McDonald: Okay. Mark, you want to start? Dan? Keefe: Yeah. One in particular that, and it may go back a little bit to the previous approval on this parcel but in regards to lighting we had a discussion around operational hours in terms of the lighting and because this is just an auxiliary parking lot, I presume it's only going to be used on just a periodic basis to support activities at Paisley Park. You know what do we do in terms of lighting when it's, is this thing going to be lit every night when it's not being used? Generous: That would be up to the applicant. I thought about that when I was writing the staff report, whether we should limit it to the nights of operation and putting a time limit on but unfortunately limiting the operations would be good but time limit may not be because of the way Prince and Paisley Park Studios work. Sometimes they have late evening activities so you'd want them to have that security lighting. But yeah, we could provide a condition of approval that it could be, it's limit to only times that they are actually, have an event that is using this facility. Planning Commission Meeting - September 4, 2007 Keefe: And there is going to be a gated parking lot, or. Generous: Originally, the plan show that it's going to be fenced and gated. However the applicant has advised me that that's not their intention to do that so it will be an open facility. Keefe: Yeah. And I mean, do you have to have permits to use it or can anybody that's going park there or is it you know? Generous: Well it's like any private property. Keefe: Right. So it's limited to the use of patrons or whoever Paisley Park wants to use it. Generous: Unless they did a lease agreement with someone that wanted it. Keefe So restricting the hours or requiring the hours might make some sense since it's really only intended to be used for periods of time associated with Paisley Park facility. Okay. That's my question. McDonald: Kevin. Dillon: 193 spots seems like a lot of parking spots. How does that number, how did you get to that number or did, or maybe is that a question best left for the applicant? Generous: I think it's better for the applicant. They were looking at I think the area that they intended to use and that's the result. I don't know if it's specifically related to what their anticipated needs were. Dillon: Okay. I have a couple other questions that are probably best left for the applicant. McDonald: Okay. No questions? Papke: Yeah I've got a couple. On the landscaping plan, this one's a little unusual. Normally you're pretty rigorous about insisting on meeting the requirements. In this particular case you state that the intent of the ordinance has been met yet we're allowing some to be over. Some to be under, etc.. Could you provide a little color behind it? For instance they're substantially under the under story requirement for trees. So what was your rationale behind you know saying that, you know obviously in some categories they grossly exceed. I mean there's a bazillion shrubs going in here. But they are under some of the other requirements so could you explain a little bit the rationale. Generous: Yeah and I think it's, going from under story to over story, that's always a trade off that the city's willing to make. You get a larger volume of trees eventually and more shading for the parking lot and that's what the whole idea is for a parking lot landscaping. So I believe Jill just felt that that was an adequate amount to put in there rather than going with the strict... numbers. 2 Planning Commission Meeting - September 4, 2007 Papke: Okay. The other question I had was on the last condition. Where would the handicap ramps be? It wasn't clear to me what requirement would be there. Generous: They showed on the plan, there has to be some ramps in this area and it just allows for handicap accessibility. It can't be a curb that someone in a wheelchair would have to overcome. Papke: So that goes down, would go down to Audubon or. Generous: No. It would just go from the parking lot to that sidewalk system and then on the sidewalk they don't have anything that would impede their progress. It's just from the parking lot to the sidewalk. Papke: Okay. I got you. That's all. McDonald: Well I've got a couple questions to follow up on the lighting. Now across the street is, well is it Pillsbury or General Mills now? Generous: General Mills. McDonald: And that's lit 24/7 with the big arc lights and everything, right? Generous: Right. McDonald: The lights that would go here, would those be more the type where we would require the spotlights? I mean it isn't the glare that's similar to the lights that are in that parking lot. It would be more focused down so that we wouldn't have the over brightness of the area. This wouldn't add to that. Generous: No, that's correct. They would have to follow our standards which limit the height of the structure and require that it be the shoebox fixtures. McDonald: Right, okay. So we would be able to contain some of the light pollution that way. Generous: And also through design you can do that by entering, or directing it towards the interior. McDonald: Okay. Generous: You help with the spillover. McDonald: Okay. That's really all the questions I had right now for staff and is the applicant present? Ryan Lundstrom: Yes. M Planning Commission Meeting - September 4, 2007 McDonald: Okay. If you would come forward and if you have anything to add to any of this. We have some questions for you also. Ryan Lundstrom: Okay, thanks for hearing us. Appreciate that. Would you like me to. McDonald: Yeah, please state your name and who you represent and all of those things. Ryan Lundstrom: Ryan Lundstrom. I'm with Paisley Park Enterprises that Prince Roger Nelson owns. Rick Pecoquin: And I'm Rick Pecoquin. Also a Paisley Park employee. McDonald: Okay, thank you. Ryan Lundstrom: Okay, I made some notes about some of your questions. Yes, as far as we're concerned about partial use lighting. Whether it makes sense with us because like was explained by one of them, this would not be continually used like every weekend. It'd be on a limited use basis and I'll just remove some of the mystery what we're accomplishing here. The parking lot is for different shows, not unlike what you've granted us temporary permits on over the last several years, and again that's only been well once every year type of thing. If that. Well this would be more frequently than that but not on an every weekend basis. Nothing of that nature. Other entertainers would come into town, playing at the Target Center or Xcel Energy Center. Prince might invite them to do an additional show out here. Of course much smaller venue. And too, we're looking at offering some tours during the day, and again this would be on a limited basis is what were working on, so that's the nature of the parking lot. And so going back to the lighting issue, from our standpoint, no. We wouldn't have to have it lit every night of the week. Just when we have events going on. We'd be more than happy. It'd save us money too as far as that goes. Let's see. Oh parking spaces. How we came up with that number. Well as you know at Paisley Park we currently have quite a few spaces as it is already. The city's been very nice in recommending different, other businesses to allow us to use their parking lots on a temporary basis. Well this would hopefully eliminate even most of that. Even in the future they're more than happy to do business with us. We have a nice relationship with them. So that's, as far as the number goes. Based on what the fire marshal and the sheriffs department put upon the amount of attendance we can have. I think what is it, 999 in the sound stage and then 201 in the auxiliary stage area. So it comes, it's about 1,200. We're happy to do too, to accommodate all this is to put in additional fire doors. The fire marshal met with us here in July and walked through and mentioned about the double doors. In addition to that we're even to put up an additional entrance in the back, double doors going to the outside so it will be well within the compliance of the city and be safe. In addition to what we're looking at doing, again to accommodate the city's request, we're adding quite a few additional bathrooms, both women's room and men's room along with adequate handicap and that will be all within the interior of the building. It will not impact the exterior whatsoever. We're trying to show to you we're trying to comply with all that you desire us to do. So that's a brief introduction. Be glad to entertain your questions. Anything you'd like to add Rick at this point? 4 Planning Commission Meeting - September 4, 2007 Rick Pecoquin: Just the additional parking lot on the site right next to the building also does have handicaps right next to the building itself so. So that's handicap accessible. Ryan Lundstrom: So any questions you might have, we'd be happy to address. McDonald: Why don't we start down to my right. Any? No questions? Larson: No. McDonald: Kevin. Dillon: You answered my questions I was going to pose to you. Ryan Lundstrom: Okay. Keefe: Just a quick question. I mean when you have these events and you're going to have this parking lot full you know and you have traffic to deal with. I mean how do you typically operate that? I mean you bring in people to help people cross or do you depend on the light to do that or? Ryan Lundstrom: No. Keefe: What are you intentions? Ryan Lundstrom: We've hired the sheriffs department. They've been very helpful. I think even 2, even 3 of them possibly. Rick Pecoquin: For the most part. Fire Marshal. Two fire marshals and the highway patrol. Ryan Lundstrom: Yeah. Keefe: See that they do assistance to help people cross? Ryan Lundstrom: Yeah, and let you know too, just from part of this mystery. If you're familiar with the location, if you come from Highway 5 coming from Minneapolis and you take a left on Audubon, then you take an immediate left into Paisley. Well the people, if we allowed that, you'd have a major parking jam going past Powers and Market Boulevard and so what we did, we have signs to have people go, it's down by the city, what's that road you have property on? Park Place? So they'd come up from the south up to Paisley and that way we eliminate any congestion up at the stop light because it's such a major intersection. So we've done that in the past most successfully, and that now with this additional parking lot, that's the whole thing too. They'd come from Park Place, over to the parking lot and then eliminate any congestion we might have up there. Keefe: Okay. Planning Commission Meeting - September 4, 2007 Dillon: So the events that are planned, I'm sorry. McDonald: Go ahead with your question. Dillon: So the events that you have there like you know just private events and not open to the public? You might do some tours but besides that. Ryan Lundstrom: Yeah, this is open to the public but of course it's, it's not like the Target Center which has 19,000 people. This is limited to 1,200 at this point. What we'd probably get up to is probably more like 1,500 with the additional fire doors and so on. Rick Pecoquin: Whatever the fire marshal will allow. Ryan Lundstrom: Yeah. Dillon: How is awareness created about these events? Ryan Lundstrom: Awareness? Dillon: Yeah. I mean is it just. Rick Pecoquin: Usually it's a last minute deal where the artist Prince would perform and then they would make an announcement over the PA and tell the people would drive up afterwards. Ryan Lundstrom: Obviously we'd have everything arranged with you people ahead of time. Weeks in advance. So we're not springing a new one on you at the last minute. You know what's happening. That's usually the way he, that's the way he's performed down in Las Vegas and well even in London where he's at right now doing, what is it 21 performances? I think we've added a few extra. Rick Pecoquin: 7 more. Ryan Lundstrom: 7 more? There's like 480,000 tickets sold. It's enormous and he does like an after show type thing. You know he did that in Vegas and for those who like to stop at his restaurant next door, this is in Las Vegas now, you could go in and I think, I was there, that seats like a few hundred people. So he likes to do those type of things. But again at a very reasonable cost too. McDonald: Mark, you have any questions? Undestad: I just had a question on the location. Why you picked that side of the site, and you may have answered that by routing traffic up Park Road. Ryan Lundstrom: Correct. Yes. G1 Planning Commission Meeting - September 4, 2007 McDonald: Okay. Well the questions I have were brought up as far as lighting in this area. I understand it's advantageous for you as far as being able to control the lighting and it would help. It only needs to be on whenever you've got something but you've taken out of the plans the fencing to keep it private. The concern I have is that all of a sudden now we have a parking lot there that's open to anyone. How do we restrict anyone from coming in there and if they do come in there and park and the lights aren't on, what happens as far as if something happens within the parking lot? Ryan Lundstrom: Yeah, good question. Well the, well the existing businesses that are there really don't have any need for, I know McGlynn's Bakery, or. McDonald: Yeah, I don't believe that they'll need any of the parking. Ryan Lundstrom: Right, and even the daycare center. Actually the only viable business, and they don't really have events that would require the use of a parking lot. In fact that street, that dead end street, what's that called? Is that McGlynn? Yeah, McGlynn Drive. Yeah, there's more than adequate parking right along the streets to accommodate the daycare center so we don't see any reason, we would be the only people who would have an interest in actually using this parking lot. McDonald: Okay. Now I'm just you know kind of a posing the question that yeah, you've got a parking lot. People will want to park there and if something were to happen in it and because there was no lighting or something on the off day, and you're not going to have it on that much because you're right, these things are rather few and far between so it's not as though it's going to be an every week occurrence or anything. That's the only question I'm posing about this is, how do you control all of that? And I guess you can't answer it and that's fine. I just wanted to raise the issue. Other than that, I have no further questions unless anyone else does. I thank you very much for presenting this to us. Ryan Lundstrom: Okay, thank you. McDonald: Thank you. At this point I will open up the meeting to the public. Anyone wishing to come forward and make comment, please come up to the podium. State your name and address and then address your comments to the commissioners. Seeing no one come forward, I will close the public meeting and I will bring it back before the commissioners for deliberation and we will take a vote. Mark, you want to start with anything? Undestad: No Keefe: I'm fine too. Dillon: No comments. Larson: The only comment I would make is kind of expanding on what your question is and it appears to me that it's not a real obvious entrance into this parking lot and then if there's going to Planning Commission Meeting - September 4, 2007 be trees and shrubs all the way around it, it's not like it's going to be completely visible that anybody would encroach on Audubon or Coulter. I don't know, in my mind it's an issue I guess. McDonald: Okay. Papke: I guess I'd be in favor of a 22°d condition here which would be to allow the applicant to conditionally light it on the basis of gating the entrance. As long as, I think they control the entrance to the parking lot, I think that would, with 0 the shrubbery and so on, I think that would be sufficient to allow them to light it at their option. I guess that's what I'd put out for them. McDonald: Okay. Keefe: And just in regards to the lighting, I mean we've got McGlynn across the street. We've got the daycare which I think already casts off some light at night anyway, so and if somebody wanted to go in there right now, maybe they could presumably drive their car into the field right now if they wanted but you know, police do go by. They'd kick them off there. The same thing I think would be if you know. Papke: I'd just be concerned with you know during the winter, kids doing donuts there or something. If there's no lighting at all. And there was no controlled access. McDonald: Yeah, and an empty parking lot's an invitation for that kind of stuff. You know, and the big reason I raise the issue is what's the liability to the City. If there is none, then it's all upon Paisley. It's not our problem. Keefe: So they would need to decide whether they wanted. McDonald: Right. I only raise it from an issue of liability in case some kids go in there and decide to do donuts or whatever, but empty parking lots with no lights are an invitation for people to go and gather. You know, well never mind. We all were young once. So yeah I mean that was the only reason I raised the issue. Right, it's their liability. Okay, then in that case I'm willing to accept a motion from the commission. Papke: Mr. Chair, I make a motion that the Planning Commission recommends Site Plan approval of Planning Case #07-18 for a parking lot, plans prepared by Proterra Design Associates, Inc. dated 08/07/07, subject to conditions 1 through 21 as stated in staff report with an additional condition number 22 that the applicant be granted the ability to conditionally light the parking lot as long as they gate the entrance to the parking lot. They control the entrance. McDonald: Okay, do I have a second? Larson: I'll second it. McDonald: Any discussion? I hear a little bit of a moaning over here. Planning Commission Meeting - September 4, 2007 Keefe: Well my problem is just, you know I don't know why we need to regulate a gate. They can decide, it's their liability as to whether they need it gated or not. Papke: In terms of city regulations with lighting a parking lot, any, what's the bottom line? Does the city require lighting? Generous: We require that parking lots have lighting. Papke: So all I'm, all we're really saying here is we're relaxing the restrictions slightly by controlling access. Dillon: How so? Papke: With agate. Undestad: They have to leave lights on all the time or they can... Papke: Or they've got to close the gate. Dillon: So is that the ruling? I mean is that. Keefe: That's what he suggested. Papke: That's what I'm suggesting. :.1 Keefe: My counter point is, is let them have lights to save energy and lighting the city and it's their liability if someone gets hurt there. You know they have, they can gate it but it's [heir's. It's their responsibility. Undestad: So does the city require parking lot lighting? Generous: When, well I should. Keefe: Public lighting. Generous: Yeah, you have to light it if people are using it. That's the end result. Undestad: So if Jerry's in there doing donuts at night... Generous: He's also trespassing I believe. Dillon: But the city doesn't require a gate. Generous: No. It's like any other parking lot in downtown. We only require it if a facility's open and people are invited, or using that facility. 0 Planning Commission Meeting - September 4, 2007 Keefe: So let me ask you this. I mean if it's, if we require lighting, does it necessarily have to be on per ordinance? Or does it just have to have the lights there? Generous: Well they have to have the lights and it has to be on if there's an operation going. Keefe: So in a sense I mean it's ... if there isn't anything going on then they don't have to light it. Generous: They're not technically required to have. McDonald: Okay, I guess what we have, we have a motion with an additional recommendation. You can also put forward a motion that would go with just this recommendation and the 21 and well vote on both. Would that be acceptable Bob? Generous: Yeah. McDonald: I thought it would be. We have a second on the first motion. Keefe: Then we need to vote on that. Generous: You can vote on the motion, the amendment and then. McDonald: Okay, all in favor of the recommendation that we adopt the recommendation for the site plan with the addition of a 22°d recommendation granting conditional use, granting intermittent use of the light based upon controlling access to the parking lot say aye. Papke moved, Larson seconded that the Planning Commission recommend an amendment to the motion adding the following condition: 22. The applicant be granted the ability to conditionally light the parking lot as long as they gate the entrance to the parking lot. Papke voted in favor, the remainder of the commission voted in opposition. The motion failed with a vote of 1 to 5. McDonald: Okay, the motion fails. Do I have a second motion? Larson: The motion to approve it without the 22°d? McDonald: No, with the 22°d in. Larson: Are we going to do another one without it? Keefe: Yeah, I'll make a motion. McDonald: Yeah, we would do another one without it. 10 Planning Commission Meeting - September 4, 2007 Keefe: And I guess point of clarification. Just revisit this one thing. They have to put in lights. They don't necessarily have to be on except when they're using it. Generous: Right. Keefe: That's the ordinance. Generous: Interpretation of the ordinance. It's only necessary. Keefe: Alright. I'll make a recommendation Planning Commission recommends Site Plan approval of Planning Case #07-18 for parking lot plans prepared by Proterra Design Associates dated August 7`" subject to conditions i through 21. ` McDonald: Okay, do I have a second? Dillon: Second. Keefe moved, Dillon seconded that the Planning Commission recommends Site Plan approval of Planning Case #07-18 for a parking lot, plans prepared by Proterra Design Associates, Inc., dated 08/07/07, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The applicant shall submit a lighting plan for City review and approval prior to beginning site improvements. 3. The perimeter landscaping on the south and east sides of the parking lot shall be located such that it is between site fencing, if installed, and the roadway. 4. Replace red oak plantings in islands with elm cultivars, Autumn Blaze maple, or ginkgo All city boulevard trees shall be protected during construction. Any trees lost due to construction shall be replaced by the applicant. 6. The applicant shall add one tree to the landscaping along the west property line for a total of 10 trees. 7. Increase the minimum inside width of all islands to 10 feet. 8. A revised landscape plan shall be submitted to the city for approval prior to beginning site improvements. 9. Site landscaping shall be irrigated. 11 Planning Commission Meeting - September 4, 2007 10. Field verify existing conditions prior to construction. Submit existing conditions plan with next submittal. 11. Submit revised stormwater management plan. Current calculations show that catch basin #7 does not have enough inlet capacity, the velocity between catch basin #8 and catch basin #1 is over 10 fps, and the existing storm in Coulter Boulevard does not have sufficient capacity. There is a 15" storm stub in McGlynn Road to help resolve these issues. 12. Additional spot elevations shall be added at the intersection of McGlynn Road and the proposed drive to ensure that drainage is conveyed through the intersection and the curb line maintains a.5% minimum slope. Also, add spot elevations to the high points in the parking lot. 13. Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. 14. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 15. Add top and bottom elevations to the retaining walls. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 16. The watermain must be revised to meet city specifications. The hydrant must be installed according to Detail 1004 with a valve and a plastic wrapped CL 52 DIP lead. Watermain fittings shall be wrapped ductile iron. 17. All watermain and storm sewer within this site shall be privately owned and maintained. An irrigation meter will need to be installed. 18. Utility plans shall show both plan view and profiles of all utilities (water and storm sewer lines). Storm drainage arrows need to be corrected on the plans. 19. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The city specifications shall replace the technical portion of the specification. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPGA, Dept. of Health, Carver County and the Watershed District. 20. Show the cross-section of the parking lot on the plans. Provide a turnaround near the entrance to the parking lot if a gate is installed. Upon completion of the project, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 21. Handicap ramps must be installed according to City Detail Plate 5215. 12 Planning Commission Meeting - September 4, 2007 All voted in favor, except Papke who opposed, and the motion carried with a vote of 5 to 1. PAPEDIS VARIANCE: REOUEST FOR VARIANCE TO HARD SURFACE COVERAGE ON PROPERTY LOCATED AT 2101 PINEHURST DRIVE. APPLICANT, SOUTHVIEW DESIGN. PLANNING CASE 07-18. Public Present: Name Address Tim Johnson, Southview Design 1875 E. 5& Street, Inver Grove Heights Scott Boeddeker 6710 Manchester Drive Angie Auseth presented the staff report on this item. McDonald: We'll start to my left this time. Kurt. Papke: What are the lower, there's a table on page 5 that shows the differences from what, the issues with the building permit and there's two items on there I couldn't quite make out from the plan. They're the lower wall and upper wall. Are these the retaining walls? The boulder retaining walls in place. Auseth: Yes, those are the retaining walls. Papke: That's all. Larson: Okay. I have a question. McDonald: Go right ahead. Larson: If they had used a different material rather than brick pavers. Something that was, what do you call it? McDonald: Permeable? Larson: That will accept water, would this have been an issue? Auseth: Yes. Currently we don't give any credit to any other types of material. Things that are pervious, and we appreciate the fact that people are putting those in but at this time we don't give any credit for those. Larson: What if it had been grass as opposed to brick pavers or you know something that was maybe harder surface however you know something, an example would be like a putting green type of grass surface where it would accept water. 13 Date: August 3, 2007 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: PAISLEY PARK PARKING LOT — Request for Site plan approval for an auxiliary parking lot on property located on the northwest corner of Audubon Road and Coulter Boulevard and zoned Industrial Office Park, IOP. Planning Case: 07-18 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 3, 2007. The 60 -day review period ends October 2, 2007. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on September 4, 2007 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 24, 2007. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 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 Location Map Paisley Park Parking Lot NW Corner of Audubon Road and Coulter Boulevard Planning Case No. 07-18 City of Chanhassen j mem 9� 7q ree r Oretum Boulevard _ 8TH She i State Hwy 5 Arboretum Boulevard Subject Property m B C 0 erBlvy u er � C m 0 13 m Wm� Ch e `a e� 3 0 B rc 8 a v 0 CITY OF MEMORANDUM CI1H11MSEN TO: Bob Generous, Senior Planner �/ 7780 Markel Boulevard FROM: Joseph Shamla, Project Engineer�PJ PO Box 147 Chanhassen, MN 55317 DATE: September 04, 2007 Maninistration Phone: 952.227.1100 SUBJ: Site Plan Review — Paisley Park Parking Lot Addition Fax: 952.227.1110 Planning Case No. 07-18 Building Inspections Phone: 952.227 1180 Upon review of the plans prepared by Proterra Design Associates, Inc. dated Fax: 952.227 1190 August 07, 2007, I have the following comments and recommendations: Engineering Phone: 952.227.1160 GRADING AND DRAINAGE Fax: 952 227.1170 Finance The 2.4 acre site is bordered by an existing daycare to the north, Audubon Road Phone: 952.2271140 to the East, Coulter Road to the south, and Paisley Park to the west. There are no Fax: 952227t110 existing structures or driveways on the site. Existing conditions were not Park & Recreation provided with the latest submission of the plans. Advance Surveying and Phone: 952 227.1120 Engineering Co. submitted plans dated May 4N' 2007 that stated that the existing Fax: 952.227.1110 conditions were completed by Ryan Engineering and are not field verified. The Recreation Center existing conditions should be field verified prior to construction. 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952 227.1404 The existing site is composed of two drainage areas. Approximately 60 percent of the site drains to a catch basin at the intersection of Coulter Road and Audubon Planning & Natural Resources Road. The remaining 40 percent drains to a catch basin at the intersection of Phone: 952227.1130 McGlynn Road and Audubon Road. Both of these catch basins drain to a regional Fax: 952 2271110 pond south of McGlynn Bakeries. The site plan is proposing that 85% of the site Public works drain through a series of catch basins and enter the catch basin at the intersection 1591 Park Road of Coulter Road and Audubon Road. The remaining 15% of the site is proposed Phone: 952.227.1300 to drain to the catch basin at the intersection of McGlynn Road and Audubon Fax: 952.227.1310 Road. Senior Center Phone: 952.227.1125 The stormwater management plan that was submitted will need to be revised. The Fax 952227.1118 rational method calculations provided show insufficient capacities in the proposed website stormsewer system. Additional ponding is not required because the stormwater wwwci.chanhassen.mn.us will be treated in the regional pond south of McGlynn Bakeries. Spot elevations are needed at the intersection of McGlynn Road and the proposed drive. Drainage should be conveyed through the intersection. The curb line must maintain a minimum of .5% slope. The high points in the parking lot will need spot elevations for construction purposes. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Paisley Park Parking Lot Addition September 04, 2007 Page 2 of 4 Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining wall is as follows: Elevations shall be added to the top and bottom of retaining walls to confirm actual height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend watermain and storm sewer within the parking lot. All utilities within this site shall be privately owned and maintained. Proposed watermain will extend from the existing watermain stub off Coulter Road. The proposed watermain will terminate at the hydrant near the intersection of the proposed drive and the parking lot having an approximate total length of 410LF. Plantings within the site will require irrigation. An irrigation meter will need to be installed. Sanitary sewer will not be constructed with this site plan. Utility plans shall show both plan view and profiles of all utilities (water and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The fees for sewer and water will not be charged with this site plan because the land is not being platted. Fees for sewer and water will be collected with the building permit when the property is replatted into lots and blocks. Length Maximum Height Location (approximate) (approximate) Northeast corner of where proposed drive 90 feet 4 feet intersects parking lot. Elevations shall be added to the top and bottom of retaining walls to confirm actual height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend watermain and storm sewer within the parking lot. All utilities within this site shall be privately owned and maintained. Proposed watermain will extend from the existing watermain stub off Coulter Road. The proposed watermain will terminate at the hydrant near the intersection of the proposed drive and the parking lot having an approximate total length of 410LF. Plantings within the site will require irrigation. An irrigation meter will need to be installed. Sanitary sewer will not be constructed with this site plan. Utility plans shall show both plan view and profiles of all utilities (water and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The fees for sewer and water will not be charged with this site plan because the land is not being platted. Fees for sewer and water will be collected with the building permit when the property is replatted into lots and blocks. Paisley Park Parking Lot Addition September 04, 2007 Page 3 of 4 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and Watershed District. EASEMENTS There are no new easements required with this site plan. STREETS Access to the site will be a private drive off of McGlynn Drive. This drive will be privately owned and maintained. The entrance to the parking lot is gated. A turnaround is required to allow vehicles to tum around when the gate is locked. The cross section of the parking lot and drive will need to be shown on the plans. Upon completion of the project, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. RECOMMENDED CONDITIONS OF APPROVAL 1. Field verify existing conditions prior to construction. Submit existing conditions plan with next submittal. 2. Revised stormwater management plan. Current calculations show that catch basin #7 does not have enough inlet capacity, the velocity between catch basin #8 and catch basin #1 is over 10 fps, and the existing storm in Coulter Road does not have sufficient capacity. There is a 15" storm stub in McGlynn Road to help resolve these issues. 3. Additional spot elevations shall be added at the intersection of McGlynn Road and the proposed drive to ensure that drainage is conveyed through the intersection and the curb line maintains a .5% minimum slope. Also, add spot elevations to the high points in the parking lot. 4. Paved surface grades shall not be less than 1%. Curb line grades shall not be less than .5%. Emergency overflow locations and elevations must be shown on the plan. 5. An easement is required from the appropriate property owner for any off- site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Paisley Park Parking Lot Addition September 04, 2007 Page 4 of 4 6. Add top and bottom elevations to the retaining walls. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 7. The watermain must be revised to meet city specifications. The hydrant must be installed according to detail 1004 with a valve and a plastic wrapped CL 52 DIP lead. Watermain fittings shall be wrapped ductile iron. 8. All watermain and storm sewer within this site shall be privately owned and maintained. An irrigation meter will need to be installed. 9. Utility plans shall show both plan view and profiles of all utilities (water and storm sewer lines. Storm drainage arrows need to be corrected on the plans. 10. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The city specifications shall replace the technical portion of the specification. The applicant is also required to provide a cash escrow to guarantee restoration of the boulevards. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 11. Show the cross-section of the parking lot on the plans. Provide turnaround near the entrance to the parking lot. Upon completion of the project, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 12. Handicap ramps must be installed according to City Detail Plate 5215. c: Paul Oehme, Director of Public Works/City Engineer g:\eng\projects\p-s\paisleyparksmdiostomge-pukinglot\pukinglot\09-04-07 spr.doc PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No. `/ f - 1 CITY OF CHANHASSEN RECEIVED JUL 2 7 2007 CHANHASSEN PLANNING DEPT : �. is . • � � •� - _ ••/��• �_ � : � i • i • _ r.• _• ' • i�Y•T • • NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost** - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB !r la -O-] TOTAL FEE $ 7 S PtiG% 7Ip l io r7, ch, o_,< L V 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. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT N LOCATION: LEGAL DESCRIPTION: TOTALACREAGE: WETLANDS PRESENT: p PRESENT ZONING: To / REQUESTED ZONING: O PRESENT LAND USE DESIGNATION: YES V NO T'14in-� / 7-1 "– REQUESTED LAND USE DESIGNATION: �x r (� ` REASON FOR REQUEST: r 7P 4an A0 arc,Vez I ib C Gr'4•1rtlC-� 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. WMA"'M ....— Signature of Fee Owner G:1pLAM1161iftZILvelopment Review Application.DCC G/��4'/� Date Date seA9N0 Rev. 12!05 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/02/2007 1:25 PM Receipt No. 0048686 CLERK: katie PAYEE: PAISLEY PARK 7801 AUDUBON ROAD CHANHASSEN MN 55317 PLANNING CASE 07-18 --------------------------------------- Use & Variance 500.00 Sign Rent 200.00 Recording Fees 50.00 Total Cash Check 297616 Change 750.00 0.00 750.00 0.00 SCANNED Paisley Par FarLing Lot Addition DRAWING INDEX 00.1 COVER SHEET CIA EKISRNG CO MONS PW ml 9R IAYOUT PIAN ml GRAgN08 EROSKkt CON1ROl PLAN G.1 1I10Ji5' PLAN C5 -i CML DE A C52 CML DLS C59 CML DUALS CR CHANHAsBEN 1810 MARID:T MN9LE RD CHANH .11. MN 553111 w 952 P00 FfL 952S1l.1110 OWNER/DEVELOPER PMSIEY PARK ENTERPRISEs 1901 AUD090N mR CHAHIAS .w 15311 ENGINEER PROT DESIGN A930CIATES, INC cREcoRr D. Mows 1200 HUDSON BLVD.. SURE 110 P . Mn 555128 PH: H: MI. &51.]39-0131 iIC BSt.]39.QB19 SURVEYOR ADVANCESURVEYING6ENG RINGCD. JAMES PARKER 5300s COUNTY ROAD 101 MINNETONKA, MN SS'MS PH_952474] F 952.01.1375 Chanhassen, Minnesota MCGLYNN DRIVE CITY OF CHANHASSEN RECEIVED AUG 0 8 2007 CHANHASSEN PLANNING DEPT COULTER ROAD EXISTING DAY CARE CENTER 1 I 1 I I I I I I VICINITY MAP LEGEND EXISTING PROPOSED 0 '-PonvlPaE AQS .SBIC j®-SWfMYSEYER W11fLE �l�ll w `INVIMIf J� -MpGX! OO=sgY5ElN31LLVanE �-SIdN18EwatYxanE WWN ■ -GTOI MSw Q -GTp BALN N =m+mES GtENvvE N-CROIESGTE VAtSF z� •OBIOIPS TED3t1C.ENmt ,,.o-.d—=oBO,E,'xATOt,.F—I—.�plgyplgi MF -v�-oorotPa swrung5tm u�F _.--oemEs swnurvsEwenuN: �-aw-.CBOT®81M1EEY91I�E—M—.E@OIFY S(OlW 9ElVEA INF h.;-En51w33[LONf[W �-PIDOOSEo:CCM�PA �I ~jam/-FYRINEIOR}IIPN �2�/-PWEU IOCWICIR PREPNiFL Tat I IaMY ®rNYtlMAk H,N=p SWNMam.atltlWl �J2 PMeYpvl Hrymer �mNr mNi..:dm. sbR dMnn=o�s. 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Mo NaM41 draw cam¢ Na l9R YYIRIIYR 441 144E FN ME IYI WiE01n NYOMfi AIL RN i N116'IM6 0151[ >� a s1Tm 4rnNc ort 41w e.4a nR ®raY tlRAa anm A N.I6 mNY61CmC M EaNamv 4u4 N4S1 PRELIMINARY IY!�@6 aF9 /xN 16 @IML AMR4LLEWAA n. WSaIEMWI°A4.ssSt��PA`11A11Na:ax�RIR FOR REVIEW ONLY 0' w W' 120' NIaNd6®roR uu0ZN cy04 600 Q� I NYMr M"arM 9YY � P.Oima W 1.tl Ama I NY Ory bmf day amad tlat I am a aWI Ya Plclssivrul Ergirey Ida YN Ia.6 a rax 6aN aaYa,Yw4. i1@M1NEp BY. g E .a NENSNYS = s SCANNED 07049 a.K MLS N AAK AM, 08.07.07 C3.1 SCANNED I I MCGLYNN DRIVE CONSTRUMON SEQUENCE 1 fM14CIW 9YLL 'hAY M ffif H M IIRS HMIrt IIW M Wa RDl lv xn Yrt 1GIIr6Ya2 ]. 161Au ROt OIIGWSfo1 MRat£ (FF H14U. ). 161x1 HNTP 5U [E S YO 011P W9ll mMlm YFA9p6 ml1VCILA 9wlL WK xl EW9LM mxrtl¢ 1(A9WS x94C1m R M OR 4n QR F9A 14 xn W.Mf' . KiMt6 a Hi 9R EVm.�A'. S RwWR.'I lU6 ESiIB.H®rt L61Lf8➢ ntt5 [x EY6Wxlpll xPo 9K SLfRS M!L[C1mWR ttM a1Ra® nuaxv: 6 HW UHIIY WICIMFIIIX ] ffINIIE 91E EVfI1HVA. 4 tlWFE N[IM1 C(ITHCIM. 9 RYT4 W Yl W WI5 flnl 511E AW A1M R9EIP 4i iFIOIL IW MG W61RM irW. 16£>IMY HM IWOE LEGEND GENERAL NOTES xE ISTING t. coxmvaa sHL awAn -mwcv nArt axE cvi . rw Haven Wls wmrt ro [crwnw w/w L3. = SWI.VIf 4lfA YINgS m6Mnn. Rn avn wunors ww a16s YEre� x6.Y al.wmax rou-wEc mnzsxtbR w w -u[ u. wen. o4R m6D m61RJLMx awl H YYY.raw6almtwlw "im 196 MO WR9VS 1[11405 6 t M 9Y%x tWRw 6 �: tK VIMRMIO NL116 6 YI /Ag1YNlE IOLVaI MY 4H IW[ MOt HDI w IES1Rm 6 Ha66R m xl aweHxly wHHKmIY vtw®. M En^I Ianml u Au unno Yen H KHan rw1 m moon¢ wac Lanv, m aumla w M an a awWwsEx w M mu v6n � M Iaumxs w ELLM14Y6 a ElE1wG unnRs xo loRomwc RAnxcs wmx m nwr a AlF l YMSmH RVIRIIfM 61NMSHMA@M. ylE IXGVAIM Ix5 LMWCIGx SNVL tl6[wRlr NJIfY M M66 FNifFA H vett HSO6PM4ES PI VAYNICM - misxoxE Imx iRxl TW � - STN4 YYR uxelaf M LIXRY. M WQ H RLLY i�C M /M W V' IxRS Ylpl IpR H aLx9IMl19l M ro QE b M IHIn W M1 H9wIS `. 'b1'4 ''4 M O'MIpN.SW LR m f1KtLr LOG2 M4 wFIDwE W Y(I M M1 HmWxH UR116 [IFD BI IHFWAI Uld Y111\2 MWNPIM. �. P61IIF SNMY Blf@Y11pX PAN4➢ Br MXMLL 9JM1FM4 k IXYSFNC m.. FRIM' IpIXAWIS KPIWIIOX vela to H 1xR w ul m mows. ...............:.....: women m .wxxc vx+rtvxc a cxaxs4vue m_ vwlwH HHar usual¢ w sou Im H REiro`aHE Eve E rcaRrn a Homwrox wmlmm m xuwa suRtlw a olvom6 m. Loaewv asnb HmwraY - UTILITY NOTES sHa wa1 mm 6 � Mx r sxrtua t. mn mcnw [xmwu sw. H s.sxm .m 1-1/r - Y cox ruxEurz rams Euu .mx, w uww¢ swu HHM Plww DwfY sus u HR EIYIPIN3 wn m mlY Rn Ym1w vRORvm uE HI[R Iv Ysx m iHH6rv11 P+RwvcE mut mR wnwuml Dry H awuHSsxx sHanly¢ wmmulHs. x GwIWLIW 9Yu H Ivv�E RY NL IWZpfx xO `hRIfN ClMilm S M xYMFIrt 11 [ HTJI � �?y i . IV WPPM fn Wbm x M ip0 8I M S.bfl[M xa 9WL KW rLL Lp5! M M H-FSVH9RENI a sxE. xl naw ssbx nuns s %YE TK I n i nx6 v m1HHAnw sou H war Hsrwme mR wvr .wY ul xnriHF rzslEm ren m oust6z a utun nsw ren Ynmx slue eE wnHlnw m w u.6 owsc As wY M mwa.lc usxD6 m Yal w Pam M HH6en averts Ra lcsma Yw w uamxu mlwsAna uxa. xl Ewa Wlewr� Hnwa6 ar6Aow asrzv6e irzYs Wr xexroom uturr 1m6 w oMY WstAHs W1Ww5 N1lVIG afA1fD a PI® xARA4i 91ILL HLGE M iNHWIY V M [ntxlGlOi N4 WYL H SHW wH A IwwIM I Rfl a P9Y@D R ar M m1519K11O191L FM XO LWRIISAMN fW IQVT'.14 IWf4 aMRAB PLCem. M. 5. wa4-m 90i EIFWII95 MA ['Jxlnx6 x610 IW Cf DIVE %'R1M1 W d11FP lIE IIYB all£fM4 SDinID 6 mIMALRw 914L 161xL MS[LI Ww M uD ISYOVE M IFBSTNr 9?x[ (W tY[ a➢iH( xl IPMiC m11R1 HNSS Ya gy4 ➢INL L960.Y m 'pl rNt/M M att 6 dxM S4N IHMx(( WA{IIC Mth¢ PM1116. ]. aI11P/LIDI 9W 191iY M DR 6 pWBNtYx RbG YDnS L6x111n1 b IaR N MAWS 6 r01IXIW wuW M wwr H WY. an a awvwvm rmEnva Ym Pave[ xl ave mxlcRv, w¢mw M HY>,x a IXa1w mm a wrtz Hlorx w Hnxmo. H xe xreewl. SY.YIYP a IHloq n�mat H nDw wn mxEcnaa m rmlw veno tMi Yaaue ren 16bNDUR H a1uHoe RYo4Y1 Ym/a mx HlE ave w Horten e w cwsHucnol rvn caar wen on EInm3 wsvxAtrc« aYw¢�rtx Mull. x. cv6 w9 H vwEu mHb mmH-nn um IXDHIn ro HORn 9r sxtY YDxwals w/a warm m16 m. Lvxmvaa DW H wnr taomr m Hwn un w ul o1u1¢ m aslrc slHmluas. slow Wus 4w Pmxc Drz mva aE ro aunHrnox x;nnHs tl. 6NNILIM 9WL W1RH1 A W4Y 6 6Y RP ¢MER PfR RP a xL wmW4D MhA1wx MATERIALS WifwW' r -env wt riceurl mews c -YO ac xm%IR x„rvIR Hu�IY H,Rw axRraw a W,DtwH15 0� zb CONSTRUMON SEQUENCE 1 fM14CIW 9YLL 'hAY M ffif H M IIRS HMIrt IIW M Wa RDl lv xn Yrt 1GIIr6Ya2 ]. 161Au ROt OIIGWSfo1 MRat£ (FF H14U. ). 161x1 HNTP 5U [E S YO 011P W9ll mMlm YFA9p6 ml1VCILA 9wlL WK xl EW9LM mxrtl¢ 1(A9WS x94C1m R M OR 4n QR F9A 14 xn W.Mf' . KiMt6 a Hi 9R EVm.�A'. S RwWR.'I lU6 ESiIB.H®rt L61Lf8➢ ntt5 [x EY6Wxlpll xPo 9K SLfRS M!L[C1mWR ttM a1Ra® nuaxv: 6 HW UHIIY WICIMFIIIX ] ffINIIE 91E EVfI1HVA. 4 tlWFE N[IM1 C(ITHCIM. 9 RYT4 W Yl W WI5 flnl 511E AW A1M R9EIP 4i iFIOIL IW MG W61RM irW. 16£>IMY HM IWOE LEGEND xE ISTING PROPOSED L3. = SWI.VIf 4lfA YINgS � - YMiM YHR YWIa£ I MAIx11 x = RYLRARI D - GR VNI£ N = G2 YAlvf - misxoxE Imx H - TEM � - STN4 YYR uxelaf • . Sta61 SRr Wx1gf m6 ed = sMw HIEn ula eAYx - � -slaw 4'iR ula YAYx m �>K • . sRvw sen v - RlA➢ PO 4[IP - f1.V}D FIn SE[IYw . HwRG EIU 4C11W Y/ RwM sunup sn[R Pt —0— . sulrtb spm uH —_� RtY— - SIHw HtiER u[ —M— -now s[4A tM � �?y i . IV WPPM lll.L/ - m C91ip11 PRELIMINARY FOR REVIEW ONLY 0' b' 80 120' Z Q� w a0 A PEfY81Rg10H I wx1Y8YnDiE1'Yrtet IeYCM1+P9HmM roHUWHWye1Yb vpsMml, � G1Y11 �11•QlyliWlwE PIUV�W FRIYYIBY ulBstlb Nn aY. rau%vaa EHamRr o. cows - aYmm iBR FREPwREU BY'. HEVISIpIB z O 1--1 F A �IOQ„z Ur oZ NOW a UD SCANNED I. S"en .l .. 01 whereon Y Y as long pours ,cm. mm unElMurb" avin. L 0. ensaen iCt,GR or Med a a 0 =t we atry 1, i. Dimension A1,AZA] d+wle .�uvrt �Tewashhasse , W bate LO - 45' MMmum, 5. clam Pdnmyoa between vele s pPe i. MI peruse d filtnga test Pot respond who Megaluq amust rmaoMa w mrd e - ser— 4 _ /( ptAN 9Y BERDs PIPE S2E o CCNCREIE SNA, BE IN CONTACT se. THIS WARRANT OF PIPE MANCII ry�d Hh SECNPs A -A CITY OF CONCRETE 08ANBASSEN THRUSTPI r)rvlklr 1002 Nat. etne".e .war to s elms ..w m"wq 4Ju mE ..IY. u W nes. ou Y:c"yaS TP Z eAa AT x1 AEG�ro G x .O� � RL4 Napr M. wlM3 _ 1_ 1 NMAS,. A,M. TES . MAaane thepPeres III A "Nes yq .. MY. H SI . : •�.. .- . h"lY.' �",IASXa5 CDM .. 9NIDh9I aC . _.._. 5 Blocking again oed s .. arCITY - � OF TYPICAL MANSASSEN MEGALUG - - LOCATION I�PA�e �A,\aa leoQ nx� hw "rob' 2201 Hydrants shots be Mueller Super Centurion or WOtevoas Pacer 260 All Hydrants must be approved by City OPTION % EARNED STMN1E55 STM HNOMARE thepPeres III MMDRT Te AC 5 Ide, IN IENGTH. C. do APRO'h➢ EaK) Dm.hr her. SPIMG MAMIED "s SEC MUIMI 1—her M plate A`PuCATpI IED t WR p (APs REFU CTTE fMER0.A55 Cp61 Rds. EASING PA NTUDE also"a" Iv molar can,sso"t" lion Men ealso scone on not CURB OR GUTTER UNE 2. fo feta a seer ei be determine III m otermne t1. yam a1 hbe Dye HYDRANT ." MA Le «cvaonce Nim YNDOT Jtf9.M mean mta aggregate. HYDRANT TD RE y.w BOA STREET PIPE BEDDING SECURLY COVEFED F MTH PLASTIC WRAP IN POOR SOILS � IB" uw. "rob' 2201 TTHHATT IT IS OUT 0 20i SERVICE. 2 y 2' HYDRANT SHOE AND BA STALL BE NRAPPED PED AS REQUIRED10' ZOO PER SECTCN 2D]o TYPIGL 6"Q 52 PP 6'CL u DW TCI xC YMD OF T QEMRF AND 2 uYENE a 02 PCIY£MY1F)!F (4 WL)VALVEYE VALVE TL ADAPTER NOTESMlN MLM 's 9.N. Ga9 YEP Taus �1--TB" llexS" CONCRETE BLOO: . o 5' CPP aNA n Is 9.BEC1 m TNP Yvn NPNI Rnm n5 xoTm x Mincx xn P, her .MWr son�u.a . ewes n N,IMMrr. `nxane Iw.. M as. Mn MrG-APs M.wMrx urn IESMeea. u. N+aNAxr ro s ver ro,EanG. A.s welsh MWeAME ro r 171tR sena P xawt. CITY OF TYPICAL CEAYSASSEN HYDRANT INSTALLATION Gro�� "Aro es' 1004 ]_rcp - .. Ilk ularrrow Bo 3149.24 Grany�e^ Tele Dothan oe Vn real be thepPeres III 1. BOX .111M Cvnshe Dm.hr her. bA Rea ton 1—her M plate OBS also"a" Iv molar can,sso"t" lion Men ealso scone on not z e perecen n hes pipe ren. Dye bMCm9 ono Te"I rgtl used a m heeaRot opo e. ow 2. fo feta a seer ei be determine III m otermne t1. yam a1 hbe Dye Iwndptim stater s' atp14 R naeoei Rye lanylgn mpheid rrdl ." MA Le «cvaonce Nim YNDOT Jtf9.M mean mta aggregate. crrr OF PIPE BEDDING CHANBASSEN IN POOR SOILS X]S1P "rob' 2201 wee --wee �r as°P 0.5& Neons Ground The Betuen o1 the Trench AW be Sim to Fit Me Pr BPne W at Least Bass e1 me whey D for crrY OF PIPE BEDDING C8AN8ASSEN IN GOOD SOILS RCP & DIP r_d, "ATL" 2202 DR: UD rte TilNo. 6860 Musser No. H-10]61 8 Est—Crov Na B -51W S Mn YRMOYM Goo. TOorTP No. 6860 26" Z Mussy No. X-10561 2r s6da No yER530V3502 2Y BuenaSgrna XO. VB6]IN' ENTENSON T'rty he 56 H" No 58 IB" No. M le YUNv No. S9 1{ 59 30 BL6�Slt6ty YH530 No. 52 9_ ,1521 No 5B 11" 22 N. 59 20" W,W Seen. Na. 36" SgYea Ho 1%3O Tyler Xa. 615' Austin Muster No. M-1-1 50]61 65' BOTTa BhbbY-Ste-Ga'w No, 19516 60' Syne Xa. YERI 6D' VW.e n Z Roa \a be Plmtic wPad Pp BASE � uen o]a 15' Mni ou `mw. mm ade � toe 1 ales main. -PROVIDE VAL\£ STEM RISERS To WITHIN 6" OF THE SURFACE IF THE DISTANCE fR XV THETCP NUT OF THE VALVE TO THE SUWACE IS QtWTER THAN 9'. Adjust too to 3/4' below gr OUe She to be tet to panels 12" of oEyatmmt Sgma NeV9530 Tyv No 66W Aueliv .. N-103tI2 Gate q-Ite-Gau 8-5001 Gate Re Ito., avew tpe. ] bo ' 1�'1.' a v e 6t, G 0.. J'-6 extendeextended,dede td. r 06 round Gam ..Mlr or Ampicm F. Control Res imt Wed a Vole Cmlamiy to AWMA C -515 -BD almdpM as tenses seed o a bale cmvese b1ohe cITY OF GATE VALVE CEANEASSEN AND BOX INSTALLATION �'- "MEM. 1006 _, iauG ]al_,Ca 1 C Compaths S' fit 3 /%Endbodmont teria 6 • . . . Foundation R(l R.%'V fu Nol1J aDerh toipieetrae NOTES 1. A maw En9°.v eW be reyYM tP determine Ne depth dl the hoe foundation enMdment mplerse N nw]ed. Pa. foundation mel" she be in ocarect— set MNDOT 3149.2 came Bitter a9yegate, 2 P,VFDMdin9 shot be MIN 7 ]149.28 aMecl grWla honest with IWS PosYng a ]/4" saw. end lees then I= la®ng a No. 200 sena, 1 AD.S bedd'ap she be MNDOT 3149.2A seat gronulor borrow with ACD{ Resserg a 3 /4" stR and sem than 20S pmairg a NO 200 siege. CfTY OF PIPE BEDDING C8ANBASSEN Q.V.C. & A.B.S. 7777. 2203 IleeraEY a'M'tle®6M Wrl epees ,U p npvlxYPMrdby see rtmyM ant.duyluoseressal ve. Mel tlM l AUsmW 69rw of Newh awale. eMb d Mneera.. PREPARED BY 44 $S how � E S gi REV SgNY SCANNED ND1-- R anndd Snvwl 2- Stivwr anall be ell at oil low panty. m of OYstim e/ flea PLAN Wtd,bas, costing onryvte HemWo _ V w Grote t0 6e 2' btlm 3 roQ a wr6 bac 9uits gore 5" lite alum, arm Peewat [ oele w .Ness, wtehbmin_ XWF oaprting rigs TW of WN Vohs Minimum of 2-2% 6 1/r of 5-r Verdes mlvete odin—eil _ 24' a 36' nga aRe.W "N I/t Nisbet 3' minnn'-. aKK oa monad s' bet.ean n no 3• an fico' thexwcmwele Wla, m. tax. Dag1'm�°pOn .. Us L-"1. cods outer.. SECTION NOTES: I. steps Ana ae provided n dl car.W m/mmh� whit Stam avws non,.- L Costing (o M ,oldly miwsetl n els are 1"vl. x No blah awcwreswe on—., 4. No war l we pmmitted In the cope, rings. CITY OF CATCH BAS:'. C8AN8ASSEN z X 3 RECTANGULAR mT NMena_Mm 3101 3/C per loot le' s MIN. 2112 LRADE 6' a 6' is "bad] i/2' Cmaete W,ement wend 3' 4' Ova 5 bead ihcgwtd to Wrm SECTION A -A No Scat. 24 ld 1 RESIDCNRAL 26' YAK26' YAK RWSA A Rignt-al-Wvy B61B Wrb k Wllw� B618 [w6 d Witer EE 2 bell1 Ranni pool. EAn '0' lois n mmnole to naw Cadhodm .1 A Men,YSpaceswtue in EWwnvivn .Wnt (Ip) in B' vanPLAN ps No Sods NOTE. 1. Ranlwx VFey tatter and Tnmgulw Became Mu 6 e 6' F6 MtlxN erre 2 Cmbxtim .tints B'dl be s/3 the Olson of Shoe. ]. BA_naua P.Mng yslim le the R'aytl-.'" i. an. Same as S.r<e: Pring Sec.'0n, CITY OF - 2. CONCRETE C8AN8ASSEN �' DRIVEWAY APRON NFerscp,-m w,a port p.: 5207 24-,36 slab Wmn9 far N®,M RX67-V w eaud ata: ,- L Wed iwm 2- R Grate . be .. at be ba pants ..an. U.7 -X ...Inq and grata or eaud. PL VARIABLE I' ...RANT VALVE BOX 6' 6' VARIES 5'-6' (ME vIANs FwasE PER T. To ROaDMA CURB C CRETE SEE NOTES 1 k 3 4' Paas 5 Bou 2' 3' L5' NOTES 1. TffoM 6' THICK cool 9DEVIAM 2 USE ] 1 NICK FOR COMMERICAL MdIENAY CROSSING 1 MINT AtlNG AT 5' INTERVALS. EVANSON M%NT SPACING AT IW' INTERVALS AND WEN ABUTTING EXISTING CONCRETE ON SMCNRE CITY OF CONCRETE CHANBASSEN SIDEWALK n3�c,-ae urz •,`•`, ••• p7r� NgR:»I a 5214 Yi. sm. 'de spas con. shes, arnw r CIX . spas e AN C y e 5Min. Trongfan HI� 5' Min. infielder Io weed 2' I IW Deagn gutter Ire yore 2 - µ-60' LONG Feer. k Cost., ReDare Eoa. flay SECTION A -A No Scale CrrY OF C$AWBASSEN CONSTRUE TION AT CATCH BASIN 1""". 3106 6' z 24 w 30' or 36' Trorfie San OwbeAWninum So. as Reamer syn - eau D:edtans 25_8. ]' Upper _ Gal—izer Steel Syn past 2 3/B OD. (2) 5wt s Y Gipps12 r t etl e ih Poet Bdb Pee a GinOa, o d :mh 5/16' x Nh lYoaMe 2' 4in. Mdwr Rete Onto Tyyio,I Street AB- Y A,Nw Sign Installation past- Pneumotnnlly {� Typical Traffic T Sign Installation Bdt Past yeah Siv Fos: J— to Pmt n canapesmL E,eW- Jdnt uatmb - sea Fye coal' Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES ,. F. sdwsbsaeo Lacaban of Street sane and Nor TmMc sync. eanto[t ahomwaan Sadd mahentwdenl (952-227-1303). 2. Fae Material Saaileticns See secret 1.11 vl Stora. Street Soar 3, Traffic Sips with 9 SCI. Ft w m More el Surface A•and 36' or bgv n sae Mum as Mwnted siteTp s.pomt. Poll. For ornate Stwta. Syne Shoe ae the Sees as Abosm, Except Lettering to ae Mpite an Bees: Bwhyeun6 CITY OF STREET AND CEAN8ASSEN TRAFFIC SIGN INSTALLATION 5217 m: NmE 3a3 3r L.fi�L aitma�E soak of 2 alar of 5-r PLAN/ Mm ai mm 6, ter_ eanw a ete adYrtmatt rings with NII �beasof mule. I�•r W aaMaln9lnn9a eW 6' weds, mnfeced doncride slob. rW *`:_d aecttih onam loo ma, C MnDOT 8518ea to Theeflat loo ml9e aedeY ill EE 2 bell1 Ranni pool. EAn '0' lois n mmnole to naw 4 M,DOT 8612 Cood.la Gob and Caaler .9 rubbw loo la ps PrecM m,mle vMb, Possis, LW, as uedwm NO ES MrT 1. OWnwmml and tse, m bolo the cut a Moire. - 2. ;h Na mo[x tracw.a slower uandde nWc Neenah R198IJ w Generate and ma o,0m flood. 16' , Numnum steps 3T Mnimum sob tnic4n®q 6' Iu tto;,hInwaortthi[anex i ,' Id,tll 8.,1„mahm e' 01 14', 4 .1 96 4. 1 all l 1 se 0/1 a silo fi o6 ta/la TI N .1 daa.a 1/2ywt CrfY OF .for pipe ane r lmur Mwt. CITY OF CATCH BASIN NA - 57207371 C8AN8ASSSN MANHOLE lessee, -d NE v wlee� rz x0 3102 PL VARIABLE I' ...RANT VALVE BOX 6' 6' VARIES 5'-6' (ME vIANs FwasE PER T. To ROaDMA CURB C CRETE SEE NOTES 1 k 3 4' Paas 5 Bou 2' 3' L5' NOTES 1. TffoM 6' THICK cool 9DEVIAM 2 USE ] 1 NICK FOR COMMERICAL MdIENAY CROSSING 1 MINT AtlNG AT 5' INTERVALS. EVANSON M%NT SPACING AT IW' INTERVALS AND WEN ABUTTING EXISTING CONCRETE ON SMCNRE CITY OF CONCRETE CHANBASSEN SIDEWALK n3�c,-ae urz •,`•`, ••• p7r� NgR:»I a 5214 Yi. sm. 'de spas con. shes, arnw r CIX . spas e AN C y e 5Min. Trongfan HI� 5' Min. infielder Io weed 2' I IW Deagn gutter Ire yore 2 - µ-60' LONG Feer. k Cost., ReDare Eoa. flay SECTION A -A No Scale CrrY OF C$AWBASSEN CONSTRUE TION AT CATCH BASIN 1""". 3106 6' z 24 w 30' or 36' Trorfie San OwbeAWninum So. as Reamer syn - eau D:edtans 25_8. ]' Upper _ Gal—izer Steel Syn past 2 3/B OD. (2) 5wt s Y Gipps12 r t etl e ih Poet Bdb Pee a GinOa, o d :mh 5/16' x Nh lYoaMe 2' 4in. Mdwr Rete Onto Tyyio,I Street AB- Y A,Nw Sign Installation past- Pneumotnnlly {� Typical Traffic T Sign Installation Bdt Past yeah Siv Fos: J— to Pmt n canapesmL E,eW- Jdnt uatmb - sea Fye coal' Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES ,. F. sdwsbsaeo Lacaban of Street sane and Nor TmMc sync. eanto[t ahomwaan Sadd mahentwdenl (952-227-1303). 2. Fae Material Saaileticns See secret 1.11 vl Stora. Street Soar 3, Traffic Sips with 9 SCI. Ft w m More el Surface A•and 36' or bgv n sae Mum as Mwnted siteTp s.pomt. Poll. For ornate Stwta. Syne Shoe ae the Sees as Abosm, Except Lettering to ae Mpite an Bees: Bwhyeun6 CITY OF STREET AND CEAN8ASSEN TRAFFIC SIGN INSTALLATION 5217 m: NmE 3a3 3r L.fi�L aitma�E soak I�•r 9.^nm YNmd The 1a eW • 3.YY _ 6 C MnDOT 8518ea w ca,u.l. po,tt. r ,r ?• T• edit TW SlvnFwe MNwY M,DOT 8612 Cood.la Gob and Caaler C NOTE no, It. Go, see Rill. O i eep Possis, LW, as uedwm e'R 11 R 16 MrT r iW 9tunYwu Yolmb ` - SURMOUNTABLE Generate and ma o,0m n 1/Y 1 10 1/2- 3T i 8.,1„mahm BituminWs Cure Si1pri 6• Shoe Formed CrfY OF TYPICAL CURBSAN8ASS GUTTER de� NA - 57207371 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. Sgna to be o mnindm of 12_ a 1B'. 2 RM an .11. X on fro, 6 3 3M w avid mynem. arra. retie s hel Seen.— is w."ord C Warn anal bee NO PARKING FIRE LANE S sena anal be pealed at p[n and of the Fee Ione and al least at Bevy 75' .t=..9 the M1e an. a. NI w's, ends be dI sided Ixieq and betide, "- ]. deal Zoe be al bxM 0 mmenum of 2f put of more than M'' barn the aadn of arra. S A »e han..01 be .00hed M Intent al Re dgvlmmt tmnclide. defending 5' an ado eb p dmq d vim dW9nated by the Fie CTief CNANHASSIN FIRE WARTMEN" NRE PREVENTION pal 06-1991 JANUARY 15. 1991 ANY OEMATCN FROM THE ABOVE PROCEDURES $MALL BE S19aTTED IN MbahN MIN A 97 PLAN. FOR APPROVAL BY THE FINE CIUEF, IT IS THE INTENtF'IN Or ME NRE DEPARTMENT TO ENSURE CMTNUITY TNastax OUi T£ CITY BY "Ke" G MES` PI1021MI1♦ES FOR NANNING as rpa LARS CITY OF FIRE LANE 08AN8ASSEN I SIGNAGE Ka rz 5218 r,3 R.hc x3Jsghe _ PREPyyMEO FIXe {ISI DyI �yh WQ� Mon any NO ada °raU REG---- C- pmt, spawlamn, or insprfeat elY PW>arr m/ I.M. my ewe didepossylm[aM{ba shtl NI vW obsessed, duhal ugmevi tleMaffesd PNEPMED BY: yS Rgpb gds€ oe NaL dese � es SCANNED ,SIW T Posts 2f'n Note 2q r 9t feKe w MNDOT ymEKctionN sane M. ..-. momne slicetl corm oo .sfiunmL 36Yme I.L.a to stM T -Pmts iM 3(SOb) tmsie st mgih plastic Yq tiesW T -Post. (Mochme siu) tro.. a o .a..aa.c EROSION CONTROI FENCE — TWE 1 Notc Type 2 sit force is Ue sane a tW I wN hay ImNN issidW os par detai. Tp 2 to be uoo to protect d mMft StW T Pats 2C in qaM er..r..rer Zq T"les - = EROSION CONTROL CRY of SILT C$AN$ASSH FENCE 5300 RpPO PUOJC 1'-2'WASHED ROCK /60 )S R 4iy yah C (fHO�AOR �w.ocP >H Fan Host jeOR C.XPI FGR .oa sns i S �ptN MINIMUM CUT OFF BERM M1NtMUM jp TO �0 MINIMIZE RUNOFF FROM 9TE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PIACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. crry OF CSANBl1SSS1 CONSTRUCTION ENTRANCE ""°- 5301 I IrdyyNyM" plaH ysuNoeoy a .epo.l.a lawW M uVan.1'aaa npUtivl.vYeY1 PrvYovvl6g t u.mmewea ml.awr.eaW I'ItEPIAm er pg¢ii S 83f S`s REMSg1A` z 0 ca o�n a P.C7z� >y Zc w [- N SN A u SCANNED 1744AS M' 7200 Hudson Blvd. Suite 110 Oakdale, MN 55128 Phone: 651.739.8131 Fax: 651.739.0846 TO: Bob Generous City of Chanhassen 7700 Market Boulevard Chanhassen, MN LETTER OF TRANSMITTAL Date: 08.07.07 ICommission No. 1 07049 Attention: Bob Generous Re: Paisle Park Parking Lot Addition CITY OF CHANHASSEN WE ARE SENDING YOU: [xJ Attached I I Under separate cover VIA: [ X 1 Messenger Semite [ ] Overnight Service [ J Other THE FOLLOWING ITEMS: I J Slop drawings [ ] Prints [ I Calculations [ I Letter [ ] Contract [ ] Other. nc�o v w AUG 0 8 2007 CHANHASSEN PLANNING DEPT [ J Mail [ ] Hand Delivery/Pickup [ 1 Fax - total sheets including cover ? pages Fax p : [ I Report I ]Specifications Copies Date No. Description 16 08.07.07 Full Size Plans for Paisley Park 1 08.07.07 Reduced Size Plan for Paisley Park 1 08.06.07 Storm Water Management Plan THESE ARE TRANSMITTED AS CHECKED BELOW I ] As requested [ j Accepted as submitted [ 1 Resubmit copies for acceptance [ 1 For your use [ J Accepted as noted [ 1 Submit copies for distribution I X I For acceptance [ J Returned for corrections [ I Return corrected prints [ ] For review and comment [ J Other. Bob, enclosed are the plans and stormwater management plan for Paisley Park Parking Lot Addition. Give us a call if you have any questions. Thanks. COPY TO: Project File 07049 SIGNED: NAME: Alan A- Krelman, AICP/ASLA TITLE: Director- Planning & Landscape Architecture SCANNED 7200 Hudson Blvd. Suite 110 Oakdale, MN 55128 Phone: 651.739.8131 Fax: 651.739.0846 TO: Joe Shamla City of Chanhassen 7700 Market Boulevard Chanhassen, MN LETTER OF TRANSMITTAL Date: 08.07.07 1commission No. 1 07049 Attention: Joe Shamla Re: Paisley Park Parking Lot Addition Full Size Plans for Paisley Park [ ] For review and comment 1 08.06.07 Storm Water Managerrent Plan 2 0806.07 WE ARE SENDING YOU: pq Attached [ ] Under separate cover VIA: [ X I Messenger Service [ ] Overnight Service [ I Other THE FOLLOWING ITEMS: ( I Shop drawings [ I Prints ( I Letter [ I Contract 1 I Calculations 110111— CITY OF CHANHASSEN RECEIVED AUG 0 8 2007 CMANHASSEN PLANNING DEPT [ ] Mail I I Hand Delivery/Pickup ( ] Fax - total sheets including cover ? pages Fax # : I ] Report I ISpecifications Copies Data No. Description 1 08.07.07 Full Size Plans for Paisley Park [ ] For review and comment 1 08.06.07 Storm Water Managerrent Plan 2 0806.07 Project Manuals THESE ARE TRANSMITTED AS CHECKED BELOW: I I As requested [ I Accepted as submitted ( ] For your use [ ] Accepted as noted ( X I For acceptance I ] Returned for corrections [ ] For review and comment [ I Other: [ I Resubmit copies for acceptance [ I Submit copies for distribution I I Return corrected prints Joe, enclosed are a copy of the plans, stormwater management plan and 2 project manuals for Paisley Park Parking Lot Addition. Give us a call if you have any questions. Thanks. COPY TO. Project File 07049 SIGNED: NAME: Alan A. Kretman, AICP/ASIA TITLE: Director - Planning & Landscape Architecture SCANNED STORM WATER MANAGEMENT PLAN MCGLYNN DRIVE 9 FOR Paisley Park Parking Lot Addition Chanhassen, Minnesota August 6, 2007 C em ESISiw4 Div o � •�' Gff CEx¢x 0 COULTER ROAD t ; S 2007 A Prepared by: Prepared for: Paisley Park CITY OF CHANHASSEN RECEIVED AUG 0 S 2007 CHANHASSEN PLANNING DEPT kANNEO CERTIFICATION I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. Gregory D. Moris, P.E. Date: August 6, 2007 Reg. No. 26922 Table of Contents Appendix A Proposed -10 -Year Rational Method Storm Sewer Design Analysis Appendix B Proposed Storm Sewer Design Drainage Area Map Appendix C Site Utility Plan Appendix D Site Grading Plan Appendix A: Proposed -10 -year Rational Method Storm Sewer Design Analysis REVISED STORM SEWER DESIGN 1 PROJECT NAME: PAISLEY PARK PROTERRA DESIGN PROJ. NO. 7049 YEAR STORM: August 6, 2007 MANNING'S "N" 1 1 1 1 STORMYLS 10 REVIEWED BY: GDM 08/06/07 0.013 CHK'D BY: GDM Structure Number Pipe Area 11 Area Area I Total Tc to I Time .1. " I " I Runoff Runoff Sloe I Pipe Capacity Velocity Upper Lower Upper Lower depth to invert depth to invert BUILD UPPER COVER TOP OF PIPE LOWER COVER TOP OF PIPE Length @ CB STM PIPE @ CB IN STM PIPE I From To Feet Acres "C" z"C" C z A Inlet in Pie inthr in/hr cfs • cfs % Dia. In. cfs V (fps) Invert Invert rim rim Upper lower a. MH ft MH ft _ C&1 CBMH-2 20 0.102 0.85 0.09 0.09 5.00 0.06 7.2 72 I 0.62 0.63 1.64 4.56 5.8 974.99 974.66 979.00 977.80 - 977.80[4�01 977.80 3.14 3.63 4.01 3.14 2.84 1.97 1.97 2.46_- _12 CBMH-2 CBMH- 30 0.054 0.85 0.05 0.13 5.06 0.09 7.2 7.2 0.33 0.96 1.64 12 --- -- 4.56 5.8 974.66 974.17 CBMH-3_ _ !� CBMH-1 CBMH-5 _ 96 71 0.032 0.85 0.03 0.16 5.14 0.28 _ 7.2 7.2 0.20 1.15 1.64 --'--- 12 _ _ _--4.56 5.8 - 974.17 972.60 977.80 - 976.60 4.00 363 2.46 _ _t 2.84 _CBMH-4 !CBMH-8 192 0.159 0.159 0.85 0.85 _ 0.14 0.14 0.29 0.43 5.42 5.71 0.29 0.58 _ _72 7.2 _ 7.f 9.0 0.97 0.97 2.09 3.00 080 150 12 12 3.19 4.36 4.1 5.6 972.60 972.03 972.03 969.15 976.60 975.80 975.803.77__ 9 480 5.65 4.00 3.77 284 261 2.61_CBMH-5 4.49_ 976.60 974.80 2.30 3.87 2.70 1.13 CBS_CBMH-7 23 0.346 0.85 0.29 029 5.00 0.08 7.2 7.2 2.11 2.13 100 12 356 45 97273 972.50 CBMH?tCBMH$ _ 180 0.754 085 ! 0.64 0.94 5.08 _ 0.42 72 72 - 4.60 6.73 186 _ 8.81 _ 7.2 _ 972.50 969.15 _ 976.60 974.80 ! 974.80 96588 5.65 � 6.99 4.10 10.21 2.66 8.77 � 4CBMH-8 5.55FSC-MH _15 EX -MH ,1 57 0243 0.85 0.21 629 0.06 ! 72 6.8 � 1.48 10.66 1000 15 20.42 16.6 964.59 958.89 1 F�(-MHT 34 1.259 0.35 0.44 __1.57 2.01 15.00 0.08 7.2 4.7 3.16 9.50 1 79 15 �--- 8.64 7.0 958.89 956.28 965 88 965 88 7.60 6.99 5.55 6.16 EX-MH2..f-- �._ _ _.--L--. -�- ! _-- � -- -- _ -- � 958.28 _�:' 958.28 965.88 __000 760 Catch basin capacity as calculated using NEENAH weir and orifice flow wrnpariso 1 '1. R -3036V with weir perimeter controlling capacity of the grate and assuming 0.25ft of head grate capacity =2.4 c `1. R4341 -A with weir perimeter controlling capacity of the grate and assuming 0.50 It of head grate capacity =7.0 c 1 1 1 1 i 1 1 1 1 1 1 Page 1 Appendix B: Proposed Storm Sewer Design Drainage Area Map /9�6- I PROPOSED RETAINING WALL LESS 98p\ THAN 4 FEET HIGH AS REQUIRED, TOP 1 I TO MATCH EXISTING GRADE, BOTTOM I _.984' — \ - TO MATCH SIDEWALK GRADE. \ I 0' 50' 100' 150'1 I� I - CD O CO 9N.2 9166 K 5 4)U 1 — 9flf F%f�i0 5 T2Yl2i J �� 921i 9n. 926 NG / M1.1 i S 101@ .IOiSJ 9n.] \ )t]YMI m TaifM) %ts 92 °n1 IAA 1�&IN ig (6 14RSJ 1Y mo m1 e.1 °ne \ r I I _ m Ims —" naivsn 2o9Rx1 urc1 / 2=V.e+9 s (o>K utts) Ml / fi29 MEA i 6=15. 'i 101161Wf$J 9I5- 9 ]'J Im Rolm 14, ! =---- - - Qj Qi- -EMM-2 f Appendix C: Site Utility Plan F F MCGLYNN DRIVE YFIIG gip RFIIIWI a E@Ha5 REQ $59 CONSTRUMON SEQUENCE 1. Cn11R1C1a .11LKr IM R ,Fa a M KRI RR11 Aa M YRS1 M/A1 E) MR In E6MSIR. S YSf/LL R.R CasalCl a ExIR )Y[ EER) 1 w91LL KNEIEP RI R@ayl WpLL r . M. EI1EAARS (a1Mna 9M114 Yl FRO'A 01118 1(ASIR[5 WE. R M Ort. REa 10 Yx . K1M[S 1 HOI SIR LWllalld S HBW(N1 Pa E9IRl0m YRS a EIflVIJLNI Yp SK ILEM 11 M1Y0Y4 YIx WER9Ep SlYp1K5 I HG Pnm Ors1RRlla. [ C4aER 9R r/RMYax. e am[R Ynm mrsiaRYx. 9. RYP[ Yt SEl OaCN$ {Ip1$ Yp KYI1E 1WRRR SEi {0pL Yp MIX YY61FO1 (Wf tl1WYR aM RU. [O mR srzM wrt = 9REP EI1vn R = 9als EXISTING PROPOSED H 91513 NRI . 91Sb 5 ` 9E%m II -®E c LN[MT YEW YYWf ® - SW[MIl YKR YMRGE zO HIO I 1 V YRRNR 1 _EREFOn N GR Y1EN N = GR vRN �mma2Pc c-aaD qvE urzlMw lm-lz-RS0 0-wKR ,IRE i _ R • - SIW} $EER YYY%%C • $THM R4 YY%R[ _ IT EAS1W 15 E Yl - SIOY Y;R GIPI BR4Y G .5 Y4R uttN 8891 EK1E C8J HYE WRC[al W [KMa • - SWEI M KM ----------- -- _ - - COULTER ROAD YRR . 96Xb GN1.E91 _ . R[Rlp [10 4CYM - HAKR EY) Yf%a MYYiiSMf N'-5 R6 Y 1 }9S - EwtO t[B Ycea Y/ KTN } Vix— —1,, w— S ,fn Ym —F --WEEN, YRp ENE ---Ex Vt11—E%"V _Cx_Yry— =NRR UE �� -MRREN WMEYER I%(—N—=SRMIYER IK mumt PRELIMINARY FOR REVIEW ONLY 0' 40' W' [20' PRFPN J)FM N W fA a � fn W�cN C40W aOffg�� l�i]Q:L .]Qz y^IxQ O �,u ?EG15 TRM I xerepv oadily B pY% 'umd.., pool az lvepaM py dimeor my6 H amalily um a,a a duly l mnzee Paofezzronal Ergrea IxwJ pw law: a pa RNe a Mime=.a= O H wz W pw =10 � R'*"E GENERALNOTES ' I tV?d W yYLL'a l -CJK[R Italy PC Vlt.l J H 55 M5 PAJI M f1RMRN Yp/a M CP510.U;IEN, Ip N}IIV t@N4R. IYN OI(5 Y[1RD yQA 6511E m11. 1Ht-M[ YA SSSII66; a a -IK x1 Yl iMl45ry SINHI C@T@[1XN 9Wl H NNY.GmSR51xIFMCNI PF @n[RU 15EC MANMp YYpvfi 1(11{0$ 9f tl M RSIY4 4 ,@RFP R YL OAS@s„ 1. IR VQ1 uhiR2 5 w iNYWIE tOGip @le yO wR wl H[x [YWO6 a M OM1 K lWYuiQx M M W' W.0 m E.a K(RKKN1C1 H1610 M [MIl tDl1IJl R YI uRIRs Wa H N@rtP @0.R 10 iYFIA9ry x6n. falMEla 4R V w[s(px HaYt11p V IbRSRFWRR yy5 m[l Npl M COfUM aP [ILYNIMAS O fAlSlx4 Vhlll[5 YO IaDIA9gC {GfLRS ibY !0 SiVI U WE. M faIVK1R Lu 1YI[WRIr IgIR M MP[[! EMi[fR 6 Yrt dSClRaxt#S DF vµalgR f/pY Nw R ` M [al0.Y:M .11 IP H 1.1 HSRNPE fa .1 Yt @YRS Ml 1px H R4AKU R M a1RYla 10 aE N W qIR n 41 g54x1S a I KYR IH m' N 0.YRr LD GR Y9 1R4Ar[ Yn /w u WERU4YO V WRI [Cl(D Br IiWY.Nr NgI[q YIMft PRwl. x [OSlY4'A[MY K.E. @vARD R WYNS AIM@4 t E.ED E. IQIXWPC KCAYIKx uuL5 10 B[ us[o IXl xt nM f111µ$IFJ d R .q'xlCf Il — Y --Cp. MN1gU .— —11 Y[. SWE YT H RfIDasftf rd IK KCN%y a KCM111gx RaNEO R wIMH pIMMl4 t EE,IuE f l9 C014@Mf PTNG KgMOa R UTILITY NOTES YY1N NN CP£R 5 If55 MY: fi SwlµM1 1 CCM1MICiO1 [MRW.15 9W1 H AYFI4➢ KM 1-1/Y - l [4F YlMUR KM"aS N.l @NN. fqa t[S $IWf R[Rp6 flRRul (IMIEr 4pfs a RR gIpYRS ry I n KIY Rn @ RdRFIr 1K. RRR 10 WX UKi Tfi [NIgVR R1.R !a MIYUPa IH P1V a aWYSYM y4[(IGIYMS gR0RgK5 S CaYUYIa 9Kf H K9WiHf ra Yt NP-aaix MO. f M O M YOY[xl Mtt Hw R 6t99d Y M KI➢ R M 9MM .w0 9xI1 MP u ¢$1 [a M R-[9/9AY[R IY y( ML 9JN yY[a PPt[IS SwLt wl( IN[ USI ] M'Is 3 CaMKIa 4NLL H $4r R9914iE fa wr Yq µt /MI41H[ RSINf ra S0. nx91[5 h ulllir RSIIM IEP YMM yuLL H vgIXrvlµ IP Ix[ EMP M.YF Al E0 M WRMM4 M%IRS 10 R[1 a 1.. M 401ED OLEws ra RSwc, Ylx x0 ILp I fWSNiE➢IN YYf R 1 /LL ItQSi wRNµ. B1YYR5 9WKY5 [OU[R ll -1 wygpEp YNItt iRYi YEl EMl asT"" YNRYYs M fl[MD 1 LR�O wl(RYS 91µl H<O( M MVfRR R M [a@MIa 91x1 H RiII yF.nSS 9W1 wN v YUw.u) I[[I IX m ET 11f 4➢piD a DE E.1.. 9R YM xP [aMxSxM1 Ia K.,VEE4 OMxYY 9[6(D. RR. s NRnRP WE 4EvuIM6 Ya cmpurs M Ip ea a cR.PE. vxNY[E a wm u1E_ R[n a11RwY 9fcifP 6. Ca@Klw Ill. E Jal M El Y.WIIN xR;Yp1(M K((4YIr 9aW fa 1W 403R1 An @MrY ca@H K' S YU 9t1YF Salt CV(WI IP Y T W/[A M .11 a OwxASYn RIYd.Nr @Y[c MEM aRI4Ks >. IWIRY.'Ia 9Wy lOm M OM1 a MMSRn. PHK IR0.5 RP/PIIFx[ NI ERRS R.aYM[E OF IN[ Ynw mE SEM 6 w. m R fxvYYSYx Y9SCIORS RT W4TL u MN (Ogflm. 1pN M IOIIN Of f01M (11@ Y NRR.. Yp RRNFpI a w ..nuvNrll H IRRES, R/HWn K sWr [PKI. C[NEnp510 f. RV11 UEI RCRElX4 µO K[IKEY[nl 6 91YI415 E.*.M/a C4RAtF CUY YR LLIIfA e at mrs...I foal YM ort C.%SYlaxlwx Of wcblx lawl 9. art YPY E um aMc mewna+ xE E.caau Ip Ra1[a .1R ➢IBEI 1ON(}1S xa/a m@Emr mrs. 16CaIWCICR 9Wf BE UVRI 1[RIMRE 10 En'. wI w Y1 DIWZ n E. 51@% .. KTK G15 I E.. 9R 1F/. V(s P[ N WtiPYC191..I. I1. foawcla au YEKw %wnN a ap Rn fwa vp Iw a u Kvm[p wrM1w. MATERIALS aRf C -9a @C YFIIG gip RFIIIWI a E@Ha5 REQ $59 CONSTRUMON SEQUENCE 1. Cn11R1C1a .11LKr IM R ,Fa a M KRI RR11 Aa M YRS1 M/A1 E) MR In E6MSIR. S YSf/LL R.R CasalCl a ExIR )Y[ EER) 1 w91LL KNEIEP RI R@ayl WpLL r . M. EI1EAARS (a1Mna 9M114 Yl FRO'A 01118 1(ASIR[5 WE. R M Ort. REa 10 Yx . K1M[S 1 HOI SIR LWllalld S HBW(N1 Pa E9IRl0m YRS a EIflVIJLNI Yp SK ILEM 11 M1Y0Y4 YIx WER9Ep SlYp1K5 I HG Pnm Ors1RRlla. [ C4aER 9R r/RMYax. e am[R Ynm mrsiaRYx. 9. RYP[ Yt SEl OaCN$ {Ip1$ Yp KYI1E 1WRRR SEi {0pL Yp MIX YY61FO1 (Wf tl1WYR aM RU. [O mR srzM wrt = 9REP EI1vn R = 9als EXISTING PROPOSED H 91513 NRI . 91Sb 5 ` 9E%m II -®E c LN[MT YEW YYWf ® - SW[MIl YKR YMRGE zO HIO I 1 V YRRNR 1 _EREFOn N GR Y1EN N = GR vRN �mma2Pc c-aaD qvE urzlMw lm-lz-RS0 0-wKR ,IRE i _ R • - SIW} $EER YYY%%C • $THM R4 YY%R[ _ IT EAS1W 15 E Yl - SIOY Y;R GIPI BR4Y G .5 Y4R uttN 8891 EK1E C8J HYE WRC[al W [KMa • - SWEI M KM ----------- -- _ - - COULTER ROAD YRR . 96Xb GN1.E91 _ . 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DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5 LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS (MINIMUM 10' CLEARANCE). 6 LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7 UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 8 EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. LANDSCAPE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 9 HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSED WALKS, TRAILS OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO IMPLEMENTATION.. 10 LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 11 LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 12 EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 13 EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 14 LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE SUBSTANTIAL COMPLETION INSPECTION OF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. 15 LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS -BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION. 7 PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 8 PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH AND ADDITIONAL APPLICATION OF 10-0-10 THE 9 TREE WRAPPING MATERIAL SHALL BE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 10 %e° THICK STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PLANTING BED MEETS SOD/SEED UNLESS OTHERWISE NOTED. 11 SHRUB BED MASSINGS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH FIBER MAT WEED BARRIER UNLESS OTHERWISE SPECIFIED ON PLAN. 12 CONIFEROUS TREES ARE TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECT CONTACT WITH THE TREE TRUNK. 13 LANDSCAPE CONTRACTOR SHALL WARRANTY AND WATER NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 14 UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. 15 CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 15 TO OCTOBER 1. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM THE FIRST FROST UNTIL NOVEMBER 15. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TURF NOTES 1 SEED AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE. 2 WHERE TURF ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3 UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING SEED & SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. 4 FALL SEEDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEED PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. NOTE: • THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • WRAP TREE TRUNKS ONLY UPON APPROVAL OF LANDSCAPE ARCHITECT. • SEE SPECIFICATION SECTION 32-9300 3" ORGANIC MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 4' BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL 6' MIN. DIAMETER MULCH RING EDGE CONDITION VARIES, SEE PLAN. UNEXCAVATED SOIL, COMPACT PREP r� SOIL TO 85 PERCE oa aa w ,C1 ., _. OF MAXIMUM DRY UNIT III -I I `�';=,•�. •;:. WEIGHT ACCORDING -III-- F LJ Z w W LO IT ^�s�•s:i TO ASTM D 698 _ h Z w a z o E U N W A x 4' TO 6" DEEPER w wE rn THAN ROOT BALL w ♦ C7 PREPARED SOIL FOR TREES, SEE r- SPECIFICATIONS. REMOVE ALL TWINE, ROPE AND WIRE FROM TOP a HALF OF ROOT BALL PLANTING NOTES 1 1 NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN (:U:.0 COMPLETED IN THE IMMEDIATE AREA. 2 PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN T FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN V ABOVE PAVED SURFACE. 3 PLANT SYMBOLS ON PLAN DRAWING TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. 4 PROPOSED PLANT MATERIAL SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE STAKING OF PLANT MATERIAL PRIOR TO -III - DIGGING. i I) 5 NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS = GRANTED BY THE LANDSCAPE ARCHITECT TO THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID. 6 ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 2 L2.0 LANDSCAPE NOTES: TREE PLANTING DETAIL i SCALE 11T =1'-0' PREPARE SOIL FOR THE ENTIRE BED 12" MIN. i. 'IL REFER TO CINjANHASRECEIVED SEN JUL. 2 12007 CHMHASSEN PLANNING DEF, EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE TOP -MOST ROOT EMERGES FROM THE TRUNK. DO NOT COVER TOP OF ROOT BALL WITH SOIL. SET TOP OF ROOT BALL 1" HIGHER THAN ADJACENT GRADE. CARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL •"•"..'`�. _ _ PLANTING PIT TO BE TWO —III rl " -III-III- TO FIVE TIMES THE OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL B) SHRUB PLANTING DETAIL SCALE: 3142 = V-7 NOTE: • SEE SPECIFICATION SECTION 32-9300 3" ORGANIC MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. WEED BARRIER FABRIC EDGE CONDITION VARIES, SEE PLAN. 77777EDGING, SEE SPECIFICATIONS. CONTA GROWN MATER AL :.. -III= HAVE RIOOTS HAND LOOSED SHALL `. :: ..: PREPARED SOIL FOR SHRUBS MATERIAL SCHEDULE: MIN, 4" DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PREPARED SOIL EXISTING SUBGRADE L2.0 LANDSCAPE DETAIL &NOTES 06-26-07 w r� xzI-- oa aa w ,C1 U z Boz n o >o x F LJ Z w W LO IT wLLJ �1 V M Lo wO > h Z w a z o E U N W A x � Q w wE rn 0 w ♦ C7 vi oZ r- x O a z z U z F=aNM �_ W Lw � Q w U O L x a Y J Q m O F- O - O O N N a UQ¢= te~ w J xzI-- oa aa ,C1 U z Boz n o >o x F LJ Z w W LO wLLJ �1 V U ~ o " ♦ O a & >_ � fn z -'o m 0 L" O1 X a w E U N �1 w z zm o a z wE rn �wo ''`� 'tV w ♦ C7 vi oZ N Oci a W a-oaw z z z F=aNM �_ W Lw � Q w U O L x a Y J Q m O F- O - O O N N \ UQ¢= te~ Q w m Oa �a o w xzI-- oa aa EL Li Boz o >o F LJ Z w W LO O Awa UKw ao< c U zmo¢ awzoo a-oaw z z z F=aNM �_ W Lw Q w U O J } Y J Q m O F- O - O O N N \ UQ¢= te~ Q w m Oa �a o LLI V) 3�_ to z O cn z w O w m w Q 0 JOB NO. 070208 Im DRAWING INDEX C0.1 COVER SHEET C1.1 EXISTING CONDITIONS PLAN C2.1 SITE LAYOUT PLAN C3.1 GRADING & EROSION CONTROL PLAN C4.1 UTILITY PLAN C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS CITY CITY OF CHANHASSEN 7700 MARKET BOULEVARD CHANHASSEN, MN 55317 PH:952.227.1100 FX:952.227.1110 OWNER/DEVELOPER PAISLEY PARK ENTERPRISES 7801 AUDOBON DRIVE CHANHASSEN, MN 55317 ENGINEER PROTERRA DESIGN ASSOCIATES, INC. GREGORY D. MORIS 7200 HUDSON BLVD., SUITE 110 OAKDALE, MN 55128 PH: 651.739.8131 FX: 651.739.0846 SURVEYOR ADVANCE SURVEYING & ENGINEERING CO JAMES PARKER 5300 S. COUNTY ROAD 101 MINNETONKA, MN 55345 PH: 952.474.7964 FX: 952.401.1375 isjey rarL r arLing Lot Addition Chanhassen, Minnesota MCGLYNN DRIVE COULTER ROAD VICINITY MAP LEGEND EXISTING PROPOSED PP 0.7049 OCITY 0 =POWER POLE OF CHANHASSEN r = SEPTIC (3) = SANITARY SEWER MANHOLE 0*4 = HYDRANT 0T14 = HYDRANT O = STORM SEWER MANHOLE ® = STORM SEWER MANHOLE IN = CATCH BASIN X = DENOTES GATE VALVE Te 0 = DENOTES TELEPHONE BOX EX-WTM— = DENOTES WATER LINE O = CATCH BASIN H = DENOTES GATE VALVE — I — = DENOTES WATER LINE Ex -SAN— =DENOTES SANITARY SEWER LINE —►— -DENOTES SANITARY SEWER LINE —EX -STM— = DENOTES STORM SEWER LINE — 010— = DENOTES STORM SEWER LINE = EXISTING 2' CONTOUR = EXISTING 10' CONTOUR = PROPOSED 2' CONTOUR = PROPOSED 10' CONTOUR z z 0 S N PREPARED FOR Cn W too 5 � WQz ao� a¢x C� �o REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. GREGORY D. MORIS Typed or Printed Name 08.07.07 Date 26922 Reg. No PREPARED BY REVISIONS: No.: Date: Item: r 6 N J � m F --1 0.7049 OCITY MLS Checked By: OF CHANHASSEN r RECEIVED M --I Q AUG 0 S 2007 CHANHASSEN PLANNING DEPT Project No: 0.7049 Drawn By: MLS Checked By: AAK Date: 08.07.07 Sheet: coo I r.T rte. TXT TND TX TT; COULTER ROAD GENERAL NOTES 1. CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL", TWO BUSINESS DAYS PRIOR TO EXCAVATION AND/OR CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651.454.0002; TOLL-FREE: 800.252.1166; OR ON-LINE AT: WWW.GOPHERSTATEONECALL.DRG 2. THE SHOWN LOCATION OF EXISTING UNDERGROUND UTILITIES IS AN APPROXIMATE LOCATION ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE VERIFIED PRIOR TO COMMENCING WORK. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 3. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE OF THE CONTRACTOR TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. EXISTING SURVEY INFORMATION PROVIDED BY ADVANCE SURVEY & ENGINEERING CO.. EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY ADVANCE SURVEY & ENGINEERING CO... PROTERRA DESIGN ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY ADVANCE SURVEY & ENGINEERING CO. CONCERNING EXISTING INFORMATION. 5. ALL MATERIALS TO BE REMOVED SHALL BE DISPOSED OFF BY CONTRACTOR OF SITE IN ACCORDANCE WITH STATE, LOCAL AND FEDERAL REGULATIONS. 6. ALL CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION". 7. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS. B. PUBLIC WORKS PERMIT APPUCATION FOR WORK WITHIN R.O.W IS REQUIRED PRIOR TO REMOVAL OR INSTALLATION OF CONCRETE DRIVEWAY AND CURB, INSTALLATION OF SIDEWALK/BIKEPATH, OR OTHER WORK WITHIN THE PUBLIC R.O.W. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE THE ALIGNMENT HAS BEEN ESTABLISHED IN THE FIELD BY THE SURVEYOR. THE TIME AND MATERIALS COST INVOLVED TO REPLACE THE ABOVE SITE SURVEY CONTROL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. ALL CURB AND GUTTER SHALL BE CONCRETE 8612 UNLESS OTHERWISE SPECIFIED (SEE DETAIL). 11. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. 12. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS. GENERAL NOTES GROSS SITE AREA: COVERED BY CURBS & BITUMINOUS PARKING STALLS 9 X 18 HANDICAP STALLS 13.5 X 18 103,518 SO. FT. 79,957 SQ. FT. Tel -md 4 s a A PRELIMINARY FOR REVIEW ONLY s R PREPARED FOR: REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: REVISIONS: No.: Date: Item: 0 Project No: 07049 Drawn By: MIS Checked By: Date: AAK 08.07.07 Sheet: C2.1 MCGLYNN DRIVE \ \ 969.72TC-- - - - - - - - - - - - ---. - - - - - - - - - - - - \ ,992 LEGEND EXISTING Qs = SANITARY SEWER MANHOLE D4 = HYDRANT xPP = GATE VALVE 0 = POWER POLE H = BEND ❑o = TELEPHONE BOX ® = STORM SEWER MANHOLE ® = STORM SEWER CATCH BASIN 11�= FLARED END SECTION \ = FLARED END SECTION W/ RIPRAP -�- = SANITARY SEWER LINE - = WATER LINE -►►- = STORM SEWER LINE o \ 9. COMPLETE UTILITY CONSTRUCTION. {� 10. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE THE ALIGNMENT HAS BEEN OF THE PROJECT. ESTABLISHED IN THE FIELD BY THE SURVEYOR. THE TIME AND MATERIALS COST INVOLVED TO REPLACE THE ABOVE SAID � CONTROL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 978.1 8. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY REQUIREMENTS HAVE BEEN ACHIEVED. FOR SUB -BASE. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY ENGINEER. TEMP/PERM SEDIMENT CONTROL SCHEDULE: 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL APPLICABLE TESTING FOR SOIL DNSITIES & UTILITY TESTING AS PER THE GOVERNING AGENCIES TO MEET OR EXCEED THE REQUIRED GUIDELINES FOR TESTING, WITH NO ADDITIONAL COMPENSATION MADE. 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT AND THE SWPPP PERMIT. 10. THE SPECIFIED DENSITY METHOD SHALL BE REQUIRED FOR ALL PORTIONS OF PERMANENT CONSTRUCTION. STANDARD 977.1 COMPACTION SHALL BE REQUIRED FOR ANY TEMPORARY CONSTRUCTION. \ 11. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US-EPA'S STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. DISPOSED OF OFF THE CONSTRUCTION SITE WITH NO COMPENSATION FOR REMOVAL, UNLESS OTHERWISE SPECIFIED. - 12. ALL FILL AREAS SHALL HAVE ALL ORGANIC MATERIAL REMOVED PRIOR TO FILLING. ALL FILL MATERIAL SHALL BE CLEAN NON ORGANIC BORROW MATERIAL PLACED IN 18" LIFTS COMPACTED TO 100% STANDARD PROCTOR. VERIFICATION OF THIS 4. SITE MAINTENANCE SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVING SITE DEBRIS INCLUDING ROUTINE SWEEPING OF 978 \� WHENEVER A SOILS REPORT AND A SOILS TESTING SCHEDULE IS NOT SPECIFIED. / MCGLYNN DRIVE \ \ 969.72TC-- - - - - - - - - - - - ---. - - - - - - - - - - - - \ ,992 LEGEND EXISTING Qs = SANITARY SEWER MANHOLE D4 = HYDRANT xPP = GATE VALVE 0 = POWER POLE H = BEND ❑o = TELEPHONE BOX ® = STORM SEWER MANHOLE ® = STORM SEWER CATCH BASIN D = FLARED END SECTION EX -SAN- = SANITARY SEWER LINE -EX-WTM = WATER LINE EX -STM- = STORM SEWER LINE = 2' CONTOUR = 10' CONTOUR ofefeM QS = SANITARY SEWER MANHOLE DISTURBANCE. = HYDRANT H = GATE VALVE FII = TEE H = BEND (0 = STORM SEWER MANHOLE ® = STORM SEWER CATCH BASIN 0 = STORM SEWER WEIR 11�= FLARED END SECTION \ = FLARED END SECTION W/ RIPRAP -�- = SANITARY SEWER LINE - = WATER LINE -►►- = STORM SEWER LINE = 2' CONTOUR = 10' CONTOUR 3g 1x --------_`_-"I TEED ALL DISTURBED AREAS 1 SEED MIX SHALL BE \ ,PPROVED BY ENGINEER \ BEFORE BROADCASTING.) \ SILT FENCE PER-\ CITY DETAIL 967.8 n i -71 \ 968.11TC ROCK CONSTRUCTION I \ ENTRANCE PER CITY \ \ DETAIL -990- - \ � I I I I � I \ EXISTING DAY it CARE CENTER III I I I II I II PROPOSED RETAINING g2 WALL LESS THAN 4 FEET HIGH AS REQUIRED, TOP TO MATCH EXISTING GRADE, BOTTOM TO MATCH SIDEWALK GRADE. J/+ 979.2 I 3 978.0 m MH 2L \ "d \ w II 976.3 .6 979.0 978.5 974`1� \ \ \ \ \ \ I = I I I �( 84.0 1. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, DISTURBANCE. ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. U I ------ 986 -'-� DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT OR 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES PER THE SWPPP PLAN. CONTRACTOR SHALL HAVE \ \ ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIVITIES. CONCRETE CURB. 3 \ II aLL Q 978.4 978.4 5. BEGIN SITE EARTHWORK. \ \ SOON AS POSSIBLE BUT AT A MINIMUM OF TWO WEEKS AFTER GRADING, AS CONDITIONS PERMIT, WITH SOD OR SEEDING AND STANDARDS. 983.0 7, BEGIN UTILITY CONSTRUCTION. 5. CONSTRUCTION ENTRANCES SHALL BE SURFACED AND REPLACED AS NEEDED WITH 1-1/2" CLEAR ROCK ACROSS FULL WIDTH, \ FROM ENTRANCE POINT TO FIFTY FEET WITHIN PROPERTY LINE. REFER TO ROCK CONSTRUCTION ENTRANCE DETAIL FOR o \ 9. COMPLETE UTILITY CONSTRUCTION. {� 10. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE THE ALIGNMENT HAS BEEN OF THE PROJECT. ESTABLISHED IN THE FIELD BY THE SURVEYOR. THE TIME AND MATERIALS COST INVOLVED TO REPLACE THE ABOVE SAID � CONTROL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 978.1 8. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY REQUIREMENTS HAVE BEEN ACHIEVED. FOR SUB -BASE. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY ENGINEER. TEMP/PERM SEDIMENT CONTROL SCHEDULE: 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL APPLICABLE TESTING FOR SOIL DNSITIES & UTILITY TESTING AS PER THE GOVERNING AGENCIES TO MEET OR EXCEED THE REQUIRED GUIDELINES FOR TESTING, WITH NO ADDITIONAL COMPENSATION MADE. 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT AND THE SWPPP PERMIT. 10. THE SPECIFIED DENSITY METHOD SHALL BE REQUIRED FOR ALL PORTIONS OF PERMANENT CONSTRUCTION. STANDARD 977.1 COMPACTION SHALL BE REQUIRED FOR ANY TEMPORARY CONSTRUCTION. \ 11. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US-EPA'S STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. DISPOSED OF OFF THE CONSTRUCTION SITE WITH NO COMPENSATION FOR REMOVAL, UNLESS OTHERWISE SPECIFIED. - 12. ALL FILL AREAS SHALL HAVE ALL ORGANIC MATERIAL REMOVED PRIOR TO FILLING. ALL FILL MATERIAL SHALL BE CLEAN NON ORGANIC BORROW MATERIAL PLACED IN 18" LIFTS COMPACTED TO 100% STANDARD PROCTOR. VERIFICATION OF THIS 4. SITE MAINTENANCE SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVING SITE DEBRIS INCLUDING ROUTINE SWEEPING OF 978 \� WHENEVER A SOILS REPORT AND A SOILS TESTING SCHEDULE IS NOT SPECIFIED. I PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT SPECIFIED. PROPOSED SPOT ELEVATIONS ALONG CURB ARE TO FLOW LINE (FL). \ 14. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC 982.6 CONTROL DENCES AND SIGNING SHALL CONFORM TO MNDOT AND/OR THE CITY OF CHANHASSEN TEMPORARY TRAFFIC CONTROL 3g 1x --------_`_-"I TEED ALL DISTURBED AREAS 1 SEED MIX SHALL BE \ ,PPROVED BY ENGINEER \ BEFORE BROADCASTING.) \ SILT FENCE PER-\ CITY DETAIL 967.8 n i -71 \ 968.11TC ROCK CONSTRUCTION I \ ENTRANCE PER CITY \ \ DETAIL -990- - \ � I I I I � I \ EXISTING DAY it CARE CENTER III I I I II I II PROPOSED RETAINING g2 WALL LESS THAN 4 FEET HIGH AS REQUIRED, TOP TO MATCH EXISTING GRADE, BOTTOM TO MATCH SIDEWALK GRADE. J/+ 979.2 I 3 978.0 m MH 2L \ "d \ w II 976.3 .6 979.0 978.5 974`1� \ \ \ \ \ \ I = I I I �( 84.0 1. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, DISTURBANCE. ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. U 2. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT OR 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES PER THE SWPPP PLAN. CONTRACTOR SHALL HAVE \ \ ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIVITIES. CONCRETE CURB. 3 \ II aLL Q 978.4 978.4 5. BEGIN SITE EARTHWORK. \ \ SOON AS POSSIBLE BUT AT A MINIMUM OF TWO WEEKS AFTER GRADING, AS CONDITIONS PERMIT, WITH SOD OR SEEDING AND STANDARDS. 983.0 7, BEGIN UTILITY CONSTRUCTION. 5. CONSTRUCTION ENTRANCES SHALL BE SURFACED AND REPLACED AS NEEDED WITH 1-1/2" CLEAR ROCK ACROSS FULL WIDTH, \ FROM ENTRANCE POINT TO FIFTY FEET WITHIN PROPERTY LINE. REFER TO ROCK CONSTRUCTION ENTRANCE DETAIL FOR o \ 9. COMPLETE UTILITY CONSTRUCTION. {� 10. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE THE ALIGNMENT HAS BEEN OF THE PROJECT. ESTABLISHED IN THE FIELD BY THE SURVEYOR. THE TIME AND MATERIALS COST INVOLVED TO REPLACE THE ABOVE SAID � CONTROL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 978.1 8. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY REQUIREMENTS HAVE BEEN ACHIEVED. FOR SUB -BASE. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY ENGINEER. TEMP/PERM SEDIMENT CONTROL SCHEDULE: 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL APPLICABLE TESTING FOR SOIL DNSITIES & UTILITY TESTING AS PER THE GOVERNING AGENCIES TO MEET OR EXCEED THE REQUIRED GUIDELINES FOR TESTING, WITH NO ADDITIONAL COMPENSATION MADE. 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT AND THE SWPPP PERMIT. 10. THE SPECIFIED DENSITY METHOD SHALL BE REQUIRED FOR ALL PORTIONS OF PERMANENT CONSTRUCTION. STANDARD 977.1 COMPACTION SHALL BE REQUIRED FOR ANY TEMPORARY CONSTRUCTION. \ 11. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US-EPA'S STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. DISPOSED OF OFF THE CONSTRUCTION SITE WITH NO COMPENSATION FOR REMOVAL, UNLESS OTHERWISE SPECIFIED. - 12. ALL FILL AREAS SHALL HAVE ALL ORGANIC MATERIAL REMOVED PRIOR TO FILLING. ALL FILL MATERIAL SHALL BE CLEAN NON ORGANIC BORROW MATERIAL PLACED IN 18" LIFTS COMPACTED TO 100% STANDARD PROCTOR. VERIFICATION OF THIS 4. SITE MAINTENANCE SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVING SITE DEBRIS INCLUDING ROUTINE SWEEPING OF 978 \� WHENEVER A SOILS REPORT AND A SOILS TESTING SCHEDULE IS NOT SPECIFIED. ` 78.8 PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT SPECIFIED. PROPOSED SPOT ELEVATIONS ALONG CURB ARE TO FLOW LINE (FL). \ 14. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC 982.6 CONTROL DENCES AND SIGNING SHALL CONFORM TO MNDOT AND/OR THE CITY OF CHANHASSEN TEMPORARY TRAFFIC CONTROL SILTING. NPDMAINTAINED ERPTHE INPDESS& SWPPPSHALLEREQUIREM NTS.O FOR REVIEW ONLY � O 15. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN, PUBLIC WORKS DEPARTMENT, 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY OF CHANHASSEN INSPECTORS MUST OBSERVE ALL WORK COMPLETED, INCLUDING THE REMOVAL OF EXISTING CURB & GUTTER, EXCAVATION OF TRENCHES, PLACEMENT OF STORM DRAIN, CONNECTIONS TO EXISTING UTILITY 0' 40' 80 120' LINES, BACKFILLING AND REPLACEMENT OF BITUMINOUS PAVEMENT AND/OR CONCRETE CURB AND GUTTER. \ 16. ALL CONSTRUCTION MUST COMPLY WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). F� I ✓` 8.0 \ 97.9 \ I I I \ II II 19. CONTRACTOR SHALL PROVIDE A SMOOTH AND THOROUGH TRANSITION BETWEEN PROPOSED SITE GRADES AND DRAINAGE 9 \ WAYS AND EXISTING SURROUNDING SITE GRADES AND DRAINAGE WAYS. \\ 20. PRESERVE EXISTING TREES WHERE POSSIBLE AND VERIFY WITH PROJECT LANDSCAPE ARCHITECT PRIOR TO REMOVAL. \\ II II 982.6 CONSTRUCTION", 2000 EDITION. 22. ALL CURB AND GUTTER SHALL BE CONCRETE B612 UNLESS OTHERWISE SPECIFIED. SEE DETAIL. \ = 24. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS. CONSTRUCTION SEQUENCE 977.4 \ 1 1 I I I I I \ 977.6 I 977.5 \ 977.6 98 1 \\ II 977.4177.7 I 975.4 I i i 977.0 \ I J 975.2 982.9 982.1 8 J CB 6 o CB H- - - - ------- - '��- 982.1 _----- - -_- �� - __J I ----------_- - 11 ---984-- -"----- ---_ -- -_-'-- �--- - - -- J 2-- ------ ---_-- - ---- ---'� - _---- -.--980---N .--- _---- ___ --- � _----- / -- COULTER ROAD I - _J WITHIN 2 WEEKS OF COMPLETION OF SITE RA TOPSOIL SHALL BE SPREAD ON ALL DISTURBED A EA OF THE SITE EXCLUDING ROADWAYS. SEED ALL A EA PER THE SWPPP PLAN. NOTE: ALL PROPOSED STREET CONSTRUCTION SHALL BE COMPLETED USING APPROVED MATERIALS, METHODS OF PLACEMENT AND TESTING AS REQUIRED BY ALL GOVERNING SPECIFICATIONS OF THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION. GENERAL NOTES 1. CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL", TWO BUSINESS DAYS PRIOR TO EXCAVATION AND/OR CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651.454.0002; TOLL-FREE: 800.252.1166; OR ON -UNE AT: WWW.GOPHERSTATEONECALL.ORG 2. THE SHOWN LOCATION OF EXISTING UNDERGROUND UTILITIES IS AN APPROXIMATE LOCATION ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE VERIFIED PRIOR TO COMMENCING WORK. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE EXCAVATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 3. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE OF THE CONTRACTOR TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. EXISTING SURVEY INFORMATION PROVIDED BY ADVANCE SURVEY & ENGINEERING CO.. EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY ADVANCE SURVEY & ENGINEERING CO.. PROTERRA DESIGN ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY ADVANCE SURVEY & ENGINEERING CO. CONCERNING EXISTING INFORMATION. GRADING NOTES 1. CONTRACTOR SHALL VERIFY THE RECEIPT OF THE NPDES AND THE SWPPP PERMIT FROM THE MPCA PRIOR TO ANY SITE 1. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, DISTURBANCE. ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. U 2. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT OR 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES PER THE SWPPP PLAN. CONTRACTOR SHALL HAVE CONCRETE CURB, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT OR ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIVITIES. CONCRETE CURB. 4. BEGIN TREE CLEARING & GRUBBING. 3. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS PER NPDES & MPCA GUIDELINES, PRIOR TO aLL Q COMMENCEMENT OF GRADING OPERATIONS AND MAINTAIN UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. 5. BEGIN SITE EARTHWORK. 4. CONTRACTOR SHALL PLACE EROSION CONTROL MEASURES AROUND ALL CATCH BASINS. REESTABLISH GROUND COVER AS 6. PERMANENT TURF ESTABLISHED OF DISTURBED SOILS ON EMBANKMENT AND SIDE SLOPES IN ACCORDANCE WITH WATERSHED SOON AS POSSIBLE BUT AT A MINIMUM OF TWO WEEKS AFTER GRADING, AS CONDITIONS PERMIT, WITH SOD OR SEEDING AND STANDARDS. EROSION CONTROL BLANKET PIN ANCHORED AS PER SUPPLIERS REQUIREMENTS. 7, BEGIN UTILITY CONSTRUCTION. 5. CONSTRUCTION ENTRANCES SHALL BE SURFACED AND REPLACED AS NEEDED WITH 1-1/2" CLEAR ROCK ACROSS FULL WIDTH, B. COMPLETE SITE EARTHWORK. FROM ENTRANCE POINT TO FIFTY FEET WITHIN PROPERTY LINE. REFER TO ROCK CONSTRUCTION ENTRANCE DETAIL FOR o INSTALLATION & MAINTENANCE PROCEDURES. 9. COMPLETE UTILITY CONSTRUCTION. 6. CONTRACTOR SHALL PROVIDE A MINIMUM FOUR INCH DEPTH OF TOPSOIL TO ALL AREAS DISTURBED, TO BE SEEDED. 10. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE THE ALIGNMENT HAS BEEN OF THE PROJECT. ESTABLISHED IN THE FIELD BY THE SURVEYOR. THE TIME AND MATERIALS COST INVOLVED TO REPLACE THE ABOVE SAID � CONTROL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. SUBMIT NOTICE OF TERMINATION TO THE MPCA, PER MPCA GUIDLINES, ONCE CONSTRUCTION IS COMPLETED AND THE SWPPP 8. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY REQUIREMENTS HAVE BEEN ACHIEVED. FOR SUB -BASE. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY ENGINEER. TEMP/PERM SEDIMENT CONTROL SCHEDULE: 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL APPLICABLE TESTING FOR SOIL DNSITIES & UTILITY TESTING AS PER THE GOVERNING AGENCIES TO MEET OR EXCEED THE REQUIRED GUIDELINES FOR TESTING, WITH NO ADDITIONAL COMPENSATION MADE. 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT AND THE SWPPP PERMIT. 10. THE SPECIFIED DENSITY METHOD SHALL BE REQUIRED FOR ALL PORTIONS OF PERMANENT CONSTRUCTION. STANDARD COMPACTION SHALL BE REQUIRED FOR ANY TEMPORARY CONSTRUCTION. 2. ALL WORK SHALL COMPLY WTH THE GUIDELINES SET FORTH IN THE MPCA'S PROTECTING WATER QUALITY IN URBAN AREAS, 11. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US-EPA'S STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, MATERIALS INCLUDING CLEARED & GRUBBED MATERIALS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. DISPOSED OF OFF THE CONSTRUCTION SITE WITH NO COMPENSATION FOR REMOVAL, UNLESS OTHERWISE SPECIFIED. 3. THE IMPROVEMENTS INCLUDED ON THIS PLAN ARE PART OF THE TEMPORARY AND PERMANENT EROSION CONTROL PLAN. 12. ALL FILL AREAS SHALL HAVE ALL ORGANIC MATERIAL REMOVED PRIOR TO FILLING. ALL FILL MATERIAL SHALL BE CLEAN NON ORGANIC BORROW MATERIAL PLACED IN 18" LIFTS COMPACTED TO 100% STANDARD PROCTOR. VERIFICATION OF THIS 4. SITE MAINTENANCE SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVING SITE DEBRIS INCLUDING ROUTINE SWEEPING OF REQUIREMENT BY A THIRD PARTY GEOTECHNICAL ENGINEER SHALL BE COORDINATED AND PAID FOR BY THE CONTRACTOR STREETS, CLEANING OUT CATCH BASINS, AND DISPOSING MATERIAL OFFSITE. WHENEVER A SOILS REPORT AND A SOILS TESTING SCHEDULE IS NOT SPECIFIED. O13. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT SPECIFIED. PROPOSED SPOT ELEVATIONS ALONG CURB ARE TO FLOW LINE (FL). THE ENTIRE SITE AT LEAST ONCE A WEEK AND FOLLOWING ANY PRELIMINARY 14. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC MEASURABLE RAINFALL EVENTS FOR SIGNS OF EROSION AND CONTROL DENCES AND SIGNING SHALL CONFORM TO MNDOT AND/OR THE CITY OF CHANHASSEN TEMPORARY TRAFFIC CONTROL SILTING. NPDMAINTAINED ERPTHE INPDESS& SWPPPSHALLEREQUIREM NTS.O FOR REVIEW ONLY GUIDELINES. O 15. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN, PUBLIC WORKS DEPARTMENT, 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY OF CHANHASSEN INSPECTORS MUST OBSERVE ALL WORK COMPLETED, INCLUDING THE REMOVAL OF EXISTING CURB & GUTTER, EXCAVATION OF TRENCHES, PLACEMENT OF STORM DRAIN, CONNECTIONS TO EXISTING UTILITY 0' 40' 80 120' LINES, BACKFILLING AND REPLACEMENT OF BITUMINOUS PAVEMENT AND/OR CONCRETE CURB AND GUTTER. 16. ALL CONSTRUCTION MUST COMPLY WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). F� 17. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS. 18. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY AND ALL DAMAGE TO EXISTING STRUCTURES, RETAINING WALLS AND EXISTING SITE FEATURES DUE TO CONSTRUCTION ACTIVITIES. 19. CONTRACTOR SHALL PROVIDE A SMOOTH AND THOROUGH TRANSITION BETWEEN PROPOSED SITE GRADES AND DRAINAGE WAYS AND EXISTING SURROUNDING SITE GRADES AND DRAINAGE WAYS. 20. PRESERVE EXISTING TREES WHERE POSSIBLE AND VERIFY WITH PROJECT LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 21. ALL CONSTRUCTION SHALL CONFORM TO MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION", 2000 EDITION. 22. ALL CURB AND GUTTER SHALL BE CONCRETE B612 UNLESS OTHERWISE SPECIFIED. SEE DETAIL. 23. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. 24. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS. CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL VERIFY THE RECEIPT OF THE NPDES AND THE SWPPP PERMIT FROM THE MPCA PRIOR TO ANY SITE U DISTURBANCE. 0g U a 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). o 08.07.07 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES PER THE SWPPP PLAN. CONTRACTOR SHALL HAVE E° ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIVITIES. r0 4. BEGIN TREE CLEARING & GRUBBING. aLL Q 5. BEGIN SITE EARTHWORK. 6. PERMANENT TURF ESTABLISHED OF DISTURBED SOILS ON EMBANKMENT AND SIDE SLOPES IN ACCORDANCE WITH WATERSHED 5 STANDARDS. y m 7, BEGIN UTILITY CONSTRUCTION. E d B. COMPLETE SITE EARTHWORK. °a o 9. COMPLETE UTILITY CONSTRUCTION. 10. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE � OF THE PROJECT. wy � � N 11. SUBMIT NOTICE OF TERMINATION TO THE MPCA, PER MPCA GUIDLINES, ONCE CONSTRUCTION IS COMPLETED AND THE SWPPP a REQUIREMENTS HAVE BEEN ACHIEVED. TEMP/PERM SEDIMENT CONTROL SCHEDULE: a 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT AND THE SWPPP PERMIT. a 2. ALL WORK SHALL COMPLY WTH THE GUIDELINES SET FORTH IN THE MPCA'S PROTECTING WATER QUALITY IN URBAN AREAS, BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US-EPA'S STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. 3. THE IMPROVEMENTS INCLUDED ON THIS PLAN ARE PART OF THE TEMPORARY AND PERMANENT EROSION CONTROL PLAN. 44 ;o 4. SITE MAINTENANCE SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVING SITE DEBRIS INCLUDING ROUTINE SWEEPING OF z STREETS, CLEANING OUT CATCH BASINS, AND DISPOSING MATERIAL OFFSITE. ° 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE ENTIRE SITE AT LEAST ONCE A WEEK AND FOLLOWING ANY PRELIMINARY MEASURABLE RAINFALL EVENTS FOR SIGNS OF EROSION AND o SILTING. NPDMAINTAINED ERPTHE INPDESS& SWPPPSHALLEREQUIREM NTS.O FOR REVIEW ONLY STABILIZE THE SITES § 0' 40' 80 120' 8 PREPARED FOR Cn W 0 t1r) M r`^ c �.r z P-4 A C/3 O P.F-U REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: No.: Date: Item: Project No: U m ° E m 8 0g U MMc Date: o 08.07.07 z N Q N a r0 REVISIONS: aLL Q N 5 a � E d . o W � y � � N w 2 m � No.: Date: Item: Project No: 07049 wzz 0g U ° W Date: o 08.07.07 z N Q N a r0 REVISIONS: No.: Date: Item: Project No: 07049 Drawn By: MIS Checked By: � v Date: o 08.07.07 Sheet: C3.1 LEGEND EXISTING 0 = SANITARY SEWER MANHOLE D4 = HYDRANT xPP i SITE MAINTENCE RECORD (SEE SWPPP DETAIL SHEET) WHICH ARE A PART OF THIS CONSTRUCTION DOCUMENT PLAN SET.. KEEP = POWER POLE A COPY OF THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING THE m m ❑Q = TELEPHONE BOX ® = STORM SEWER MANHOLE ® = STORM SEWER CATCH BASIN D = FLARED END SECTION -EX-SAN- = SANITARY SEWER LINE -EX-WTM- = WATER LINE -EX-STM- = STORM SEWER LINE INSTALLING SILT SACKS OR STAKED SILT FENCE. STRAW BALES OR FABRIC UNDER THE GRATES ARE NOT ACCEPTABLE FORMS OF INLET PROTECTION. PROTECT NEW STORM SEWER INLETS AS THEY ARE COMPLETED. MAINTAIN STORM SEWER INLET PROTECTION n IN PLACE UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLETS ARE STABILIZED. MCGLYNN DRIVE (J -HOOKS) IN ORDER TO HELP POND WATER BEHIND THE FENCE. INSTALL THE SILT FENCE ON THE UPHILL SIDE OF THE ( SUPPORT POSTS. PROVIDE A POST SPACING OF 1.2 M (4 FEET) OR LESS. DRIVE POSTS AT LEAST 0.6 M (2 FEET) INTO w THE GROUND. ANCHOR THE SILT FENCE FABRIC IN A TRENCH AT LEAST 152 MM (6 INCHES) DEEP AND 152 MM (6 INCHES) WIDE DUG ON THE UPSLOPE SIDE OF THE SUPPORT POSTS. LAY THE FABRIC IN THE TRENCH AND THEN BACKFILL AND COMPACT WITH A VIBRATORY PLATE COMPACTOR. MAKE ANY SPLICES IN THE FABRIC AT A FENCE POST. AT SPLICES, � OVERLAP THE FABRIC AT LEAST 152 MM (6 INCHES), FOLD IT OVER, AND SECURELY FASTEN IT TO THE FENCE POST. SILT FENCE SUPPORTING POSTS SHALL BE 51 MM (2 INCH) SQUARE OR LARGER HARDWOOD, PINE, OR STANDARD T - OR U - J SECTION STEEL POSTS. T- OR U- SECTION STEEL POSTS SHALL WEIGH NOT LESS THAN 1.8602 KG PER METER (1.26 LB PER z LINEAL FOOT). POSTS SHALL HAVE A MINIMUM LENGTH OF 1524 MM (5 FEET). POSTS SHALL HAVE PROJECTIONS TO 051 FACILITATE FASTENING THE FABRIC AND PREVENT SLIPPAGE. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF MNDOT 967.8 STANDARD SPECIFICATION 3886 FOR PREASSEMBLED SILT FENCE, FURNISHED IN A CONTINUOUS ROLL IN ORDER TO AVOID SPLICES. GEOTEXTILE FABRIC SHALL BE UNIFORM IN TEXTURE AND APPEARANCE AND HAVE NO DEFECTS, FLAWS, OR TEARS. IPA o W SERVICE LIFE OUTDOORS. ' 969.72TC ---� 6. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE 25 MM (1 INCH TO 50 MM (1-) INCH) DIAMETER ROCK, MNDOT STANDARD SPECIFICATION o y o Q 3137 CA -1, CA -2, CA -3, OR EQUAL COARSE AGGR GATE. PLACE THE AGGREGATE IN A LAYER AT LEAST 152 MM (6 INCHES) i THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 15 M (50 FEET) INTO THE CONSTRUCTION ZONE. USE A MNOOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIAL BENEATH THE AGGREGATE IN ORDER TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. MAINTAIN THE ENTRANCE IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED ROADWAYS. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. CLOSE ENTRANCES NOT PROTECTED BY TEMPORARY ROCK CONSTRUCTION ENTRANCES TO ALL CONSTRUCTION TRAFFIC. 7. CLEAN THE WHEELS OF CONSTRUCTION VEHICLES IN ORDER TO REMOVE SOILS BEFORE THE VEHICLES LEAVE THE CONSTRUCTION SITE. WASH VEHICLES ONLY ON AN AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ENGINE DEGREASING IS PROHIBITED. 8. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS, SIDEWALKS, STREETS, AND ALLEYS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR WET -SWEEPING. DO NOT DRY SWEEP. IF NECESSARY, SCRAPE PAVED SURFACES IN ORDER TO LOOSEN COMPACTED SEDIMENT MATERIAL PRIOR TO SWEEPING. HAUL SEDIMENT MATERIAL TO A SUITABLE DISPOSAL AREA. STREET WASHING IS ALLOWED ONLY AFTER SEDIMENT HAS BEEN REMOVED BY SHOVELING OR SWEEPING. LEGEND 2' CONTOUR 10' CONTOUR EXISTING 0 = SANITARY SEWER MANHOLE D4 = HYDRANT xPP = GATE VALVE SITE MAINTENCE RECORD (SEE SWPPP DETAIL SHEET) WHICH ARE A PART OF THIS CONSTRUCTION DOCUMENT PLAN SET.. KEEP = POWER POLE A COPY OF THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING THE m m ❑Q = TELEPHONE BOX ® = STORM SEWER MANHOLE ® = STORM SEWER CATCH BASIN D = FLARED END SECTION -EX-SAN- = SANITARY SEWER LINE -EX-WTM- = WATER LINE -EX-STM- = STORM SEWER LINE 2' CONTOUR 10' CONTOUR / 982.9 982.1 SWPPP REQUIREMENTS CONTROL AGENCY. 2. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): THE SWPPP INCLUDES THESE NOTES, THE GRADING, UTILITY, AND _m t° E mq8 EROSION CONTROL PLANS, THE DETAIL SHEETS, AND THE COMPLETED SWPPP APPLICATION (SEE SWPPP DETAIL SHEET) AND THE SITE MAINTENCE RECORD (SEE SWPPP DETAIL SHEET) WHICH ARE A PART OF THIS CONSTRUCTION DOCUMENT PLAN SET.. KEEP A COPY OF THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING THE m m CONSTRUCTION. 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES INCLUDING SILT FENCE AT PERIMETER OF CONSTRUCTION, ROCK CONSTRUCTION ENTRANCES, SEDIMENT FILTERS, SILT SACKS, AND SEDIMENTATION BASINS PRIOR TO BEGINNING SITE CLEARING, GRADING, OR OTHER LAND -DISTURBING ACTIMTY. 4. PRIOR TO BEGINNING SITE CLEARING AND GRADING PROTECT ALL STORM SEWER INLETS THAT RECEIVE RUNOFF FROM DISTURBED AREAS. IN ORDER TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM, SEAL ALL STORM SEWER INLETS THAT ARE NOT NEEDED FOR SITE DRAINAGE DURING CONSTRUCTION. PROTECT ALL OTHER STORM SEWER INLETS BY g INSTALLING SILT SACKS OR STAKED SILT FENCE. STRAW BALES OR FABRIC UNDER THE GRATES ARE NOT ACCEPTABLE FORMS OF INLET PROTECTION. PROTECT NEW STORM SEWER INLETS AS THEY ARE COMPLETED. MAINTAIN STORM SEWER INLET PROTECTION n IN PLACE UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLETS ARE STABILIZED. MCGLYNN DRIVE (J -HOOKS) IN ORDER TO HELP POND WATER BEHIND THE FENCE. INSTALL THE SILT FENCE ON THE UPHILL SIDE OF THE ( SUPPORT POSTS. PROVIDE A POST SPACING OF 1.2 M (4 FEET) OR LESS. DRIVE POSTS AT LEAST 0.6 M (2 FEET) INTO w THE GROUND. ANCHOR THE SILT FENCE FABRIC IN A TRENCH AT LEAST 152 MM (6 INCHES) DEEP AND 152 MM (6 INCHES) WIDE DUG ON THE UPSLOPE SIDE OF THE SUPPORT POSTS. LAY THE FABRIC IN THE TRENCH AND THEN BACKFILL AND COMPACT WITH A VIBRATORY PLATE COMPACTOR. MAKE ANY SPLICES IN THE FABRIC AT A FENCE POST. AT SPLICES, � OVERLAP THE FABRIC AT LEAST 152 MM (6 INCHES), FOLD IT OVER, AND SECURELY FASTEN IT TO THE FENCE POST. SILT FENCE SUPPORTING POSTS SHALL BE 51 MM (2 INCH) SQUARE OR LARGER HARDWOOD, PINE, OR STANDARD T - OR U - J SECTION STEEL POSTS. T- OR U- SECTION STEEL POSTS SHALL WEIGH NOT LESS THAN 1.8602 KG PER METER (1.26 LB PER z LINEAL FOOT). POSTS SHALL HAVE A MINIMUM LENGTH OF 1524 MM (5 FEET). POSTS SHALL HAVE PROJECTIONS TO 051 FACILITATE FASTENING THE FABRIC AND PREVENT SLIPPAGE. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF MNDOT 967.8 STANDARD SPECIFICATION 3886 FOR PREASSEMBLED SILT FENCE, FURNISHED IN A CONTINUOUS ROLL IN ORDER TO AVOID SPLICES. GEOTEXTILE FABRIC SHALL BE UNIFORM IN TEXTURE AND APPEARANCE AND HAVE NO DEFECTS, FLAWS, OR TEARS. IPA o W SERVICE LIFE OUTDOORS. ' 969.72TC ---� 6. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE 25 MM (1 INCH TO 50 MM (1-) INCH) DIAMETER ROCK, MNDOT STANDARD SPECIFICATION o y o Q 3137 CA -1, CA -2, CA -3, OR EQUAL COARSE AGGR GATE. PLACE THE AGGREGATE IN A LAYER AT LEAST 152 MM (6 INCHES) i THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 15 M (50 FEET) INTO THE CONSTRUCTION ZONE. USE A MNOOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIAL BENEATH THE AGGREGATE IN ORDER TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. MAINTAIN THE ENTRANCE IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED ROADWAYS. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. CLOSE ENTRANCES NOT PROTECTED BY TEMPORARY ROCK CONSTRUCTION ENTRANCES TO ALL CONSTRUCTION TRAFFIC. 7. CLEAN THE WHEELS OF CONSTRUCTION VEHICLES IN ORDER TO REMOVE SOILS BEFORE THE VEHICLES LEAVE THE CONSTRUCTION SITE. WASH VEHICLES ONLY ON AN AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ENGINE DEGREASING IS PROHIBITED. 8. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS, SIDEWALKS, STREETS, AND ALLEYS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR WET -SWEEPING. DO NOT DRY SWEEP. IF NECESSARY, SCRAPE PAVED SURFACES IN ORDER TO LOOSEN COMPACTED SEDIMENT MATERIAL PRIOR TO SWEEPING. HAUL SEDIMENT MATERIAL TO A SUITABLE DISPOSAL AREA. STREET WASHING IS ALLOWED ONLY AFTER SEDIMENT HAS BEEN REMOVED BY SHOVELING OR SWEEPING. 9. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, COMPLETE PERMANENT OR TEMPORARY STABILIZATION AGAINST EROSION DUE TO RAIN, WIND, AND RUNNING WATER WITHIN 7 CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES GREATER THAN 3:1 (3 HORIZONTAL TO 1 VERTICAL), AND EMBANKMENTS ON PONDS AND BASINS. COMPLETE PERMANENT OR TEMPORARY STABILIZATION WITHIN 14 CALENDAR DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. THIS REQUIREMENT DOES NOT APPLY TO THOSE AREAS THAT ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSE AREAS ON WHICH GRADING, SITE BUILDING, OR OTHER CONSTRUCTION ACTIVITIES ARE ACTIVELY - -9 UNDERWAY. PROMDE TEMPORARY GRASS SEED COVER ON ALL STACKED TOPSOIL PILES, AND OTHER AREAS OF STOCKPILED \ EXCAVATED MATERIAL IN ORDER TO PREVENT SOIL EROSION AND RAPID RUNOFF DURING THE CONSTRUCTION PERIOD. \ GREENSPACE AREAS WITH A MINIMUM OF 4° TOPSOIL IMMEDIATELY AFTER FINAL SUBGRADE COMPLETION. SEED AND MULCH, OR SOD AND STAKE THESE AREAS WITHIN 48 HOURS AFTER COMPLETION OF FINAL GRADING WORK (WEATHER PERMITTING). STABILIZE ALL DISTURBED AREAS TO BE PAVED USING EARLY APPLICATION OF GRAVEL BASE. STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT CONVEYS WATER FROM THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE CONSTRUCTION SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR WITHIN 200 FEET FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZE TEMPORARY OR PERMANENT DRAINAGE DITCHES WITHIN 24 0 HOURS OF CONNECTING TO A SURFACE WATER. PROVIDE PIPE OUTLETS WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. o 10. WATER AND MAINTAIN SEEDED OR SODDED AREAS ON A TIMELY DAY-TO-DAY BASIS. IN THE EVENT OF A SEEDING FAILURE, RESEED AND REMULCH THE AREAS WHERE THE ORIGINAL SEED HAS FAILED TO GROW AND PERFORM ADDITIONAL ❑ WATERING AS NECESSARY. PROMPTLY REPLACE ALL SOD THAT DRIES OUT TO THE POINT WHERE IT IS PRESUMED DEAD, AND ALL SOD THAT HAS BEEN DAMAGED, DISPLACED, WEAKENED, OR HEAVILY INFESTED WITH WEEDS. 8 11. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES, STABILIZED AREAS, AND INFILTRATION AREAS ON A DAILY BASIS 0 UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, INSPECT AT LEAST ON A WEEKLY BASIS UNTIL VEGETATION COVER IS ESTABLISHED. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES, STABILIZED AREAS, AND INFILTRATION AREAS m WITHIN 24 HOUR AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. REMOVE ACCUMULATED SEDIMENT F DEPOSITS FROM BEHIND EROSION AND SEDIMENT CONTROL DEVICES AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO °z A DEPTH OF MORE THAN ONE-THIRD OF THE HEIGHT OF THE EROSION AND SEDIMENT CONTROL DEVICES. IMMEDIATELY REPLACE DETERIORATED, DAMAGED, ROTTED, OR MISSING EROSION CONTROL DEVICES. DOCUMENT INSPECTIONS AND DATES OF I RAINFALL EVENTS. MAINTAIN A WRITTEN LOG OF ALL INSPECTION, MAINTENANCE, AND REPAIR ACTIVITIES RELATED TO EROSION I a PROPOSED 12. IN AREAS TO BE TEMPORARILY SEEDED, USE INTRODUCED SEED MIXTURE EQUIVALENT TO MNDOT NO. 250. APPLY SEED o I INCORPORATE A FERTILIZER (SLOW RELEASE TYPE WITH 10 WEEK RESIDUAL) CONSISTING OF 23-0-30 (%N -P -K) INTO THE SOIL w AT AN APPLICATION RATE OF 224 KG PER HECTARE (200 LBS PER ACRE) BY DISKING PRIOR TO SEEDING. \� 13. ESTABLISHED INTRODUCED SEED MIX IN ACCORDANCE WITH MNDOT STANDARD SPEC. 2575.3. °� 14. COMPLY WITH THE REQUIREMENTS OF MNDOT STANDARD SPEC. TABLE 2575-2 FOR SEASON OF PLANTING INTRODUCED a SEED MIXTURES. THE APPROPRIATE DATES FOR SPRING SEEDING ARE FROM APRIL 1 THROUGH JUNE 1. FALL SEEDING DATES ARE FROM JULY 20 TO SEPTEMBER 20. AFTER SEPTEMBER 20, WAIT UNTIL OCTOBER 20 TO PERFORM DORMANTSEEDING. DORMANT SEEDING WILL ONLY BE ALLOWED IF THE MAXIMUM SOIL TEMPERATURE AT A DEPTH OF 25 MM (1 INCH) DOES NOT S EXCEED 4.44 DEGREES C (40 DEGREES F) IN ORDER TO PREVENT GERMINATION. 15. IN AREAS TO BE PERMANENTLY STABILIZED, LANDSCAPE WITH DECORATIVE ROCK, PLANTINGS, AND SOD (REFER TO z LANDSCAPE PLAN FOR DESIGN AND DETAILS). 16. IN SEEDED AREAS WITH SLOPES 3:1 OR GREATER AND LENGTHS GREATER THAN 30 METERS (100 FEET), INSTALL z BIODEGRADABLE EROSION CONTROL BLANKETS UNIFORMLY OVER THE SOIL SURFACE BY HAND WITHIN 24 HOURS AFTER SEEDING QS = SANITARY SEWER MANHOLE TYPE BLANKET. 17. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEMCES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED (HARD -SURFACED AREAS PAVED AND VEGETATION ESTABLISHED IN GREENSPACE). REPAIR ANY RILUNG, GULLY FORMATION, OR WASHOUTS. AFTER FINAL ESTABLISHMENT OF PERMANENT STABILIZATION, REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, AND NONBIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AND ANY ACCUMULATED o = HYDRANT - _ FOLLOWING STABILIZATION OF THE SITE. 18. CLEAN SEDIMENTATION BASINS, STORM SEWER CATCHBASINS, DITCHES, AND OTHER DRAINAGE FACILITIES AS REQUIRED IN EXISTING DAY �I 19. PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE DEBRIS, CLEANING WASTES, - = ALVE OIL, GASOUNE, PAINT, WASTEWATER, TOXIC MATERIALS, AND HAZARDOUS MATERIALS) OFF-SITE. DO NOT ALLOW WASTE AND UNUSED BUILDING MATERIALS TO BE CARRIED BY RUNOFF INTO A RECEIVING CHANNEL OR STORM SEWER SYSTEM. PROPERLY \ STORE OIL, GASOLINE, PAINT, AND OTHER HAZARDOUS MATERIALS IN ORDER TO PREVENT SPILLS, L , LEAKS OR OTHER DISCHARGE. CARE CENTER INCLUDE SECONDARY CONTAINMENT. RESTRICT ACCESS TO STORAGE AREAS IN ORDER TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. TEE VATE -_\\ 21. PLACE A 450 MM (18 INCH) THICK LAYER OF MNDOT 3601 CLASS III RIPRAP ONTO A 225 MM (9 INCH) THICK LAYER OF MNDOT 3601.2.B GRANULAR FILTER MATERIAL AT LOCATIONS INDICATED ON THE PLAN IN ACCORDANCE WITH MNDOT 2511. INSTALL TWO LAYERS OF MNDOT 3733 TYPE IV GEOTEXTILE FABRIC BENEATH THE GRANULAR FILTER MATERIAL. AT PIPE H - = BEND \ \ AND EXTEND THE GEOTEXTILE FABRIC UNDER THE CULVERT APRON A MINIMUM OF 3 FEET. FOR PIPE SIZES SMALL THAN 300 z MM (12 INCH) DIAMETER, THE MINIMUM QUANTITY OF RIPRAP AND FILTER BLANKET SHALL BE NO LESS THAN THAT REQUIRED c? FOR 300 MM (12 INCH) DIAMETER PIPES. o ® = STORM SEWER MANHOLE CONTROL FACILITIES, AND VEGETATION IN ACCORDANCE WITH THE o METHODSMANEMENT P FOR REVIEW ONLY ROTECTINGTLINED WATERI QUALITY INTHET RBAN AREAS C RTRENT REVIISION,K PUBUSHED BY THE MINNESOTA POLLUTION CONTROL AGENCY, NOVEMBER 1, 2002. ® = STORM SEWER CATCH BASIN \ \ \ `o I 0 = STORM SEWER WEIR \ \ \ 10. = FLARED END SECTION \ = FLARED END SECTION W/ RIPRAP - ► - = SANITARY SEWER LINE - I - = WATER LINE - ►►- = STORM SEWER LINE = 2' CONTOUR \ \ B2 II \ = 10' CONTOUR I I I CB- 79.2 3 978.0 976. 977/0 76. \ H CB 984.0 2 \ ` 976.3 978.6 979.0 978 978 9 .0 983.5 \ \ \ I ) \ 978 97 .4 3 \ / 982.9 982.1 SWPPP REQUIREMENTS COULTER ROAD 1. THE RESPONSIBLE PARTY, WHO IS THE PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION IS: FRED FAR OF FAR CONSTRUCTION. 2. THE GRADING CONTRACTOR IDENTIFIED IN NOTE#1 SHALL DEVELOP A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE TO INSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY TIE OF TERMINATION 'NOT' HAS BEEN SUBMITTED TO THE MPCA. IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION , AND A NOTICE ('NOT') 3. MAINTENANCE PRACTICES SHALL FOLLOW THOSE OUTLINED IN THE MPCA'S BEST MANAGEMENT PRACTICES MANUAL. THE GRADING CONTRACTOR WILL BE REQUIRED TO KEEP THIS MANUAL ON SITE. 4. THE ORGANIZATION RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM IS PAISLEY PARK ENTERPRISES. 5. THE GRADING CONTRACTOR MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMP'S, DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER: A. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS; B. INSPECTIONS OR INVESTIGATIONS BY SITE OPERATORS, LOCAL, STATE OR FEDERAL OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDS EXCEEDANCES; OR C. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS OR CONDITIONS OF THIS PERMIT. D. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORM WATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD, R THAT THE SWPPP DOES NOT INCORPORATE THE REQUIREMENTS IN PART III.A.7 RELATED TO AN APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) IMPLEMENTATION PLAN THAT CONTAINS CONSTRUCTION STORM WATER RELATED REQUIREMENTS. IF MPCA MAKES SUCH DETERMINATION'S) OR ANY OF THE DETERMINATIONS IN PARTS III.A4.a.-c.,MPCA WILL NOTIFY THE PERMITTEES IN WRITING. IN RESPONSE, THE PERMITTEES MUST DEVELOP A SUPPLEMENTAL BMP ACTION PLAN OR APPROPRIATE SWPPP AMENDMENTS DESCRIBING SWPP MODIFICATIONS TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIME FRAME CONSTITUTES A PERMIT VIOLATION. CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL VERIFY THE RECEIPT OF THE NPDES PERMIT AND THE SWPPP PERMIT FROM THE MPCA PRIOR TO ANY SITE DISTURBANCE. 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES. CONTRACTOR SHALL HAVE ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIMTIES. 4. BEGIN SITE EARTHWORK. 5. PERMANENT TURF ESTABLISHED OF DISTURBED SOILS ON EMBANKMENT AND SIDE SLOPES IN ACCORDANCE WITH WATERSHED STANDARDS. 6. BEGIN UTILITY CONSTRUCTION. 7. COMPLETE SITE EARTHWORK. 8. COMPLETE UTILITY CONSTRUCTION. 9. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE OF THE PROJECT. TEMPORARY/PERMANENT SEDIMENT CONTROL SCHEDULE: 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT OR THE SWPPP PERMIT. 2. ALL WORK SHALL COMPLY WITH THE GUIDEUNES SET FORTH IN THE MPCA'S PROTECTING WATER QUALITY IN URBAN AREAS, BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US -EPA's STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. 3. THE IMPROVEMENTS INCLUDED ON THIS PLAN ARE PART OF THE TEMPORARY AND PERMANENT EROSION CONTROL PLAN. 4. SITE MAINTENANCE SHALL INCLUDE: REMOMNG SITE DEBRIS INCLUDING ROUTINE SWEEPING OF STREETS, CLEANING OUT CATCH BASINS, AND DISPOSING MATERIAL OFFSITE. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE ENTIRE SITE AT LEAST ONCE A WEEK AND FOLLOWING ANY MEASURABLE RAINFALL EVENTS FOR SIGNS OF EROSION AND SILTING. WASHED OUT TURF AND OTHER DAMAGED AREA SHALL BE REPAIRED IMMEDIATELY. MAINTENANCE RECORDS (ATTACHMENT B) SHALL BE KEPT ON SITE WITH THE CONTRACTOR. I HAVE READ, UNDERSTAND AND SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SWPPP PLAN AND THE SWPPP DETAILS. CONTRACTOR SIGNATURE COMPANY DATE KEY AREA OF DISTURBANCE AREA OF NO DISTURBANCE STORMWATER POLLUTION PREVENTION PLAN NOTES 1. APPLY FOR AND OBTAIN THE GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY FROM THE MINNESOTA POLLUTION CONTROL AGENCY. 2. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): THE SWPPP INCLUDES THESE NOTES, THE GRADING, UTILITY, AND _m t° E mq8 EROSION CONTROL PLANS, THE DETAIL SHEETS, AND THE COMPLETED SWPPP APPLICATION (SEE SWPPP DETAIL SHEET) AND THE SITE MAINTENCE RECORD (SEE SWPPP DETAIL SHEET) WHICH ARE A PART OF THIS CONSTRUCTION DOCUMENT PLAN SET.. KEEP A COPY OF THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING THE m m CONSTRUCTION. 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES INCLUDING SILT FENCE AT PERIMETER OF CONSTRUCTION, ROCK CONSTRUCTION ENTRANCES, SEDIMENT FILTERS, SILT SACKS, AND SEDIMENTATION BASINS PRIOR TO BEGINNING SITE CLEARING, GRADING, OR OTHER LAND -DISTURBING ACTIMTY. 4. PRIOR TO BEGINNING SITE CLEARING AND GRADING PROTECT ALL STORM SEWER INLETS THAT RECEIVE RUNOFF FROM DISTURBED AREAS. IN ORDER TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM, SEAL ALL STORM SEWER INLETS THAT ARE NOT NEEDED FOR SITE DRAINAGE DURING CONSTRUCTION. PROTECT ALL OTHER STORM SEWER INLETS BY g INSTALLING SILT SACKS OR STAKED SILT FENCE. STRAW BALES OR FABRIC UNDER THE GRATES ARE NOT ACCEPTABLE FORMS OF INLET PROTECTION. PROTECT NEW STORM SEWER INLETS AS THEY ARE COMPLETED. MAINTAIN STORM SEWER INLET PROTECTION n IN PLACE UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLETS ARE STABILIZED. z w 5. INSTALL SILT FENCE AS SPECIFIED ON THE SWPPP PLAN (ON A LEVEL HORIZONTAL PLANE) WITH THE ENDS TURNED UP (J -HOOKS) IN ORDER TO HELP POND WATER BEHIND THE FENCE. INSTALL THE SILT FENCE ON THE UPHILL SIDE OF THE SUPPORT POSTS. PROVIDE A POST SPACING OF 1.2 M (4 FEET) OR LESS. DRIVE POSTS AT LEAST 0.6 M (2 FEET) INTO w THE GROUND. ANCHOR THE SILT FENCE FABRIC IN A TRENCH AT LEAST 152 MM (6 INCHES) DEEP AND 152 MM (6 INCHES) WIDE DUG ON THE UPSLOPE SIDE OF THE SUPPORT POSTS. LAY THE FABRIC IN THE TRENCH AND THEN BACKFILL AND COMPACT WITH A VIBRATORY PLATE COMPACTOR. MAKE ANY SPLICES IN THE FABRIC AT A FENCE POST. AT SPLICES, � OVERLAP THE FABRIC AT LEAST 152 MM (6 INCHES), FOLD IT OVER, AND SECURELY FASTEN IT TO THE FENCE POST. SILT FENCE SUPPORTING POSTS SHALL BE 51 MM (2 INCH) SQUARE OR LARGER HARDWOOD, PINE, OR STANDARD T - OR U - J SECTION STEEL POSTS. T- OR U- SECTION STEEL POSTS SHALL WEIGH NOT LESS THAN 1.8602 KG PER METER (1.26 LB PER z LINEAL FOOT). POSTS SHALL HAVE A MINIMUM LENGTH OF 1524 MM (5 FEET). POSTS SHALL HAVE PROJECTIONS TO 051 FACILITATE FASTENING THE FABRIC AND PREVENT SLIPPAGE. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF MNDOT z STANDARD SPECIFICATION 3886 FOR PREASSEMBLED SILT FENCE, FURNISHED IN A CONTINUOUS ROLL IN ORDER TO AVOID SPLICES. GEOTEXTILE FABRIC SHALL BE UNIFORM IN TEXTURE AND APPEARANCE AND HAVE NO DEFECTS, FLAWS, OR TEARS. IPA o W SERVICE LIFE OUTDOORS. 6. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE 25 MM (1 INCH TO 50 MM (1-) INCH) DIAMETER ROCK, MNDOT STANDARD SPECIFICATION o y o Q 3137 CA -1, CA -2, CA -3, OR EQUAL COARSE AGGR GATE. PLACE THE AGGREGATE IN A LAYER AT LEAST 152 MM (6 INCHES) i THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 15 M (50 FEET) INTO THE CONSTRUCTION ZONE. USE A MNOOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIAL BENEATH THE AGGREGATE IN ORDER TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. MAINTAIN THE ENTRANCE IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED ROADWAYS. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. CLOSE ENTRANCES NOT PROTECTED BY TEMPORARY ROCK CONSTRUCTION ENTRANCES TO ALL CONSTRUCTION TRAFFIC. 7. CLEAN THE WHEELS OF CONSTRUCTION VEHICLES IN ORDER TO REMOVE SOILS BEFORE THE VEHICLES LEAVE THE CONSTRUCTION SITE. WASH VEHICLES ONLY ON AN AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ENGINE DEGREASING IS PROHIBITED. 8. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS, SIDEWALKS, STREETS, AND ALLEYS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR WET -SWEEPING. DO NOT DRY SWEEP. IF NECESSARY, SCRAPE PAVED SURFACES IN ORDER TO LOOSEN COMPACTED SEDIMENT MATERIAL PRIOR TO SWEEPING. HAUL SEDIMENT MATERIAL TO A SUITABLE DISPOSAL AREA. STREET WASHING IS ALLOWED ONLY AFTER SEDIMENT HAS BEEN REMOVED BY SHOVELING OR SWEEPING. 9. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, COMPLETE PERMANENT OR TEMPORARY STABILIZATION AGAINST EROSION DUE TO RAIN, WIND, AND RUNNING WATER WITHIN 7 CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES GREATER THAN 3:1 (3 HORIZONTAL TO 1 VERTICAL), AND EMBANKMENTS ON PONDS AND BASINS. COMPLETE PERMANENT OR TEMPORARY STABILIZATION WITHIN 14 CALENDAR DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. THIS REQUIREMENT DOES NOT APPLY TO THOSE AREAS THAT ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSE AREAS ON WHICH GRADING, SITE BUILDING, OR OTHER CONSTRUCTION ACTIVITIES ARE ACTIVELY UNDERWAY. PROMDE TEMPORARY GRASS SEED COVER ON ALL STACKED TOPSOIL PILES, AND OTHER AREAS OF STOCKPILED EXCAVATED MATERIAL IN ORDER TO PREVENT SOIL EROSION AND RAPID RUNOFF DURING THE CONSTRUCTION PERIOD. PROLONGED PERIODS OF OPEN, BARE EARTH WITHOUT GRASS COVER WILL NOT BE PERMITTED. STABILIZE ALL DISTURBED GREENSPACE AREAS WITH A MINIMUM OF 4° TOPSOIL IMMEDIATELY AFTER FINAL SUBGRADE COMPLETION. SEED AND MULCH, OR SOD AND STAKE THESE AREAS WITHIN 48 HOURS AFTER COMPLETION OF FINAL GRADING WORK (WEATHER PERMITTING). STABILIZE ALL DISTURBED AREAS TO BE PAVED USING EARLY APPLICATION OF GRAVEL BASE. STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT CONVEYS WATER FROM THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE CONSTRUCTION SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR WITHIN 200 FEET FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZE TEMPORARY OR PERMANENT DRAINAGE DITCHES WITHIN 24 0 HOURS OF CONNECTING TO A SURFACE WATER. PROVIDE PIPE OUTLETS WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. o 10. WATER AND MAINTAIN SEEDED OR SODDED AREAS ON A TIMELY DAY-TO-DAY BASIS. IN THE EVENT OF A SEEDING FAILURE, RESEED AND REMULCH THE AREAS WHERE THE ORIGINAL SEED HAS FAILED TO GROW AND PERFORM ADDITIONAL ❑ WATERING AS NECESSARY. PROMPTLY REPLACE ALL SOD THAT DRIES OUT TO THE POINT WHERE IT IS PRESUMED DEAD, AND ALL SOD THAT HAS BEEN DAMAGED, DISPLACED, WEAKENED, OR HEAVILY INFESTED WITH WEEDS. 8 COULTER ROAD 1. THE RESPONSIBLE PARTY, WHO IS THE PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION IS: FRED FAR OF FAR CONSTRUCTION. 2. THE GRADING CONTRACTOR IDENTIFIED IN NOTE#1 SHALL DEVELOP A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE TO INSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY TIE OF TERMINATION 'NOT' HAS BEEN SUBMITTED TO THE MPCA. IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION , AND A NOTICE ('NOT') 3. MAINTENANCE PRACTICES SHALL FOLLOW THOSE OUTLINED IN THE MPCA'S BEST MANAGEMENT PRACTICES MANUAL. THE GRADING CONTRACTOR WILL BE REQUIRED TO KEEP THIS MANUAL ON SITE. 4. THE ORGANIZATION RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM IS PAISLEY PARK ENTERPRISES. 5. THE GRADING CONTRACTOR MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMP'S, DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER: A. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS; B. INSPECTIONS OR INVESTIGATIONS BY SITE OPERATORS, LOCAL, STATE OR FEDERAL OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDS EXCEEDANCES; OR C. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS OR CONDITIONS OF THIS PERMIT. D. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORM WATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD, R THAT THE SWPPP DOES NOT INCORPORATE THE REQUIREMENTS IN PART III.A.7 RELATED TO AN APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) IMPLEMENTATION PLAN THAT CONTAINS CONSTRUCTION STORM WATER RELATED REQUIREMENTS. IF MPCA MAKES SUCH DETERMINATION'S) OR ANY OF THE DETERMINATIONS IN PARTS III.A4.a.-c.,MPCA WILL NOTIFY THE PERMITTEES IN WRITING. IN RESPONSE, THE PERMITTEES MUST DEVELOP A SUPPLEMENTAL BMP ACTION PLAN OR APPROPRIATE SWPPP AMENDMENTS DESCRIBING SWPP MODIFICATIONS TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIME FRAME CONSTITUTES A PERMIT VIOLATION. CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL VERIFY THE RECEIPT OF THE NPDES PERMIT AND THE SWPPP PERMIT FROM THE MPCA PRIOR TO ANY SITE DISTURBANCE. 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES. CONTRACTOR SHALL HAVE ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIMTIES. 4. BEGIN SITE EARTHWORK. 5. PERMANENT TURF ESTABLISHED OF DISTURBED SOILS ON EMBANKMENT AND SIDE SLOPES IN ACCORDANCE WITH WATERSHED STANDARDS. 6. BEGIN UTILITY CONSTRUCTION. 7. COMPLETE SITE EARTHWORK. 8. COMPLETE UTILITY CONSTRUCTION. 9. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE OF THE PROJECT. TEMPORARY/PERMANENT SEDIMENT CONTROL SCHEDULE: 1. NO GRADING SHALL COMMENCE PRIOR TO THE IMPLEMENTATION OF THE NPDES PERMIT OR THE SWPPP PERMIT. 2. ALL WORK SHALL COMPLY WITH THE GUIDEUNES SET FORTH IN THE MPCA'S PROTECTING WATER QUALITY IN URBAN AREAS, BEST MANAGEMENT PRACTICES FOR MINNESOTA AND THE US -EPA's STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, PUBLISHED BY THE METROPOLITAN COUNCIL, DATED 2001. 3. THE IMPROVEMENTS INCLUDED ON THIS PLAN ARE PART OF THE TEMPORARY AND PERMANENT EROSION CONTROL PLAN. 4. SITE MAINTENANCE SHALL INCLUDE: REMOMNG SITE DEBRIS INCLUDING ROUTINE SWEEPING OF STREETS, CLEANING OUT CATCH BASINS, AND DISPOSING MATERIAL OFFSITE. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE ENTIRE SITE AT LEAST ONCE A WEEK AND FOLLOWING ANY MEASURABLE RAINFALL EVENTS FOR SIGNS OF EROSION AND SILTING. WASHED OUT TURF AND OTHER DAMAGED AREA SHALL BE REPAIRED IMMEDIATELY. MAINTENANCE RECORDS (ATTACHMENT B) SHALL BE KEPT ON SITE WITH THE CONTRACTOR. I HAVE READ, UNDERSTAND AND SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SWPPP PLAN AND THE SWPPP DETAILS. CONTRACTOR SIGNATURE COMPANY DATE KEY AREA OF DISTURBANCE AREA OF NO DISTURBANCE STORMWATER POLLUTION PREVENTION PLAN NOTES 1. APPLY FOR AND OBTAIN THE GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY FROM THE MINNESOTA POLLUTION CONTROL AGENCY. 2. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): THE SWPPP INCLUDES THESE NOTES, THE GRADING, UTILITY, AND _m t° E mq8 EROSION CONTROL PLANS, THE DETAIL SHEETS, AND THE COMPLETED SWPPP APPLICATION (SEE SWPPP DETAIL SHEET) AND THE SITE MAINTENCE RECORD (SEE SWPPP DETAIL SHEET) WHICH ARE A PART OF THIS CONSTRUCTION DOCUMENT PLAN SET.. KEEP A COPY OF THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING THE m m CONSTRUCTION. 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES INCLUDING SILT FENCE AT PERIMETER OF CONSTRUCTION, ROCK CONSTRUCTION ENTRANCES, SEDIMENT FILTERS, SILT SACKS, AND SEDIMENTATION BASINS PRIOR TO BEGINNING SITE CLEARING, GRADING, OR OTHER LAND -DISTURBING ACTIMTY. 4. PRIOR TO BEGINNING SITE CLEARING AND GRADING PROTECT ALL STORM SEWER INLETS THAT RECEIVE RUNOFF FROM DISTURBED AREAS. IN ORDER TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM, SEAL ALL STORM SEWER INLETS THAT ARE NOT NEEDED FOR SITE DRAINAGE DURING CONSTRUCTION. PROTECT ALL OTHER STORM SEWER INLETS BY g INSTALLING SILT SACKS OR STAKED SILT FENCE. STRAW BALES OR FABRIC UNDER THE GRATES ARE NOT ACCEPTABLE FORMS OF INLET PROTECTION. PROTECT NEW STORM SEWER INLETS AS THEY ARE COMPLETED. MAINTAIN STORM SEWER INLET PROTECTION n IN PLACE UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLETS ARE STABILIZED. z w 5. INSTALL SILT FENCE AS SPECIFIED ON THE SWPPP PLAN (ON A LEVEL HORIZONTAL PLANE) WITH THE ENDS TURNED UP (J -HOOKS) IN ORDER TO HELP POND WATER BEHIND THE FENCE. INSTALL THE SILT FENCE ON THE UPHILL SIDE OF THE SUPPORT POSTS. PROVIDE A POST SPACING OF 1.2 M (4 FEET) OR LESS. DRIVE POSTS AT LEAST 0.6 M (2 FEET) INTO w THE GROUND. ANCHOR THE SILT FENCE FABRIC IN A TRENCH AT LEAST 152 MM (6 INCHES) DEEP AND 152 MM (6 INCHES) WIDE DUG ON THE UPSLOPE SIDE OF THE SUPPORT POSTS. LAY THE FABRIC IN THE TRENCH AND THEN BACKFILL AND COMPACT WITH A VIBRATORY PLATE COMPACTOR. MAKE ANY SPLICES IN THE FABRIC AT A FENCE POST. AT SPLICES, � OVERLAP THE FABRIC AT LEAST 152 MM (6 INCHES), FOLD IT OVER, AND SECURELY FASTEN IT TO THE FENCE POST. SILT FENCE SUPPORTING POSTS SHALL BE 51 MM (2 INCH) SQUARE OR LARGER HARDWOOD, PINE, OR STANDARD T - OR U - J SECTION STEEL POSTS. T- OR U- SECTION STEEL POSTS SHALL WEIGH NOT LESS THAN 1.8602 KG PER METER (1.26 LB PER z LINEAL FOOT). POSTS SHALL HAVE A MINIMUM LENGTH OF 1524 MM (5 FEET). POSTS SHALL HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC AND PREVENT SLIPPAGE. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF MNDOT z STANDARD SPECIFICATION 3886 FOR PREASSEMBLED SILT FENCE, FURNISHED IN A CONTINUOUS ROLL IN ORDER TO AVOID SPLICES. GEOTEXTILE FABRIC SHALL BE UNIFORM IN TEXTURE AND APPEARANCE AND HAVE NO DEFECTS, FLAWS, OR TEARS. THE FABRIC SHALL CONTAIN SUFFICIENT ULTRAVIOLET (UV) RAY INHIBITOR AND STABILIZERS TO PROVIDE A MINIMUM TWO-YEAR o W SERVICE LIFE OUTDOORS. 6. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE 25 MM (1 INCH TO 50 MM (1-) INCH) DIAMETER ROCK, MNDOT STANDARD SPECIFICATION o y o Q 3137 CA -1, CA -2, CA -3, OR EQUAL COARSE AGGR GATE. PLACE THE AGGREGATE IN A LAYER AT LEAST 152 MM (6 INCHES) i THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 15 M (50 FEET) INTO THE CONSTRUCTION ZONE. USE A MNOOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIAL BENEATH THE AGGREGATE IN ORDER TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. MAINTAIN THE ENTRANCE IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED ROADWAYS. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. CLOSE ENTRANCES NOT PROTECTED BY TEMPORARY ROCK CONSTRUCTION ENTRANCES TO ALL CONSTRUCTION TRAFFIC. 7. CLEAN THE WHEELS OF CONSTRUCTION VEHICLES IN ORDER TO REMOVE SOILS BEFORE THE VEHICLES LEAVE THE CONSTRUCTION SITE. WASH VEHICLES ONLY ON AN AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ENGINE DEGREASING IS PROHIBITED. 8. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS, SIDEWALKS, STREETS, AND ALLEYS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR WET -SWEEPING. DO NOT DRY SWEEP. IF NECESSARY, SCRAPE PAVED SURFACES IN ORDER TO LOOSEN COMPACTED SEDIMENT MATERIAL PRIOR TO SWEEPING. HAUL SEDIMENT MATERIAL TO A SUITABLE DISPOSAL AREA. STREET WASHING IS ALLOWED ONLY AFTER SEDIMENT HAS BEEN REMOVED BY SHOVELING OR SWEEPING. 9. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, COMPLETE PERMANENT OR TEMPORARY STABILIZATION AGAINST EROSION DUE TO RAIN, WIND, AND RUNNING WATER WITHIN 7 CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES GREATER THAN 3:1 (3 HORIZONTAL TO 1 VERTICAL), AND EMBANKMENTS ON PONDS AND BASINS. COMPLETE PERMANENT OR TEMPORARY STABILIZATION WITHIN 14 CALENDAR DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. THIS REQUIREMENT DOES NOT APPLY TO THOSE AREAS THAT ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSE AREAS ON WHICH GRADING, SITE BUILDING, OR OTHER CONSTRUCTION ACTIVITIES ARE ACTIVELY UNDERWAY. PROMDE TEMPORARY GRASS SEED COVER ON ALL STACKED TOPSOIL PILES, AND OTHER AREAS OF STOCKPILED EXCAVATED MATERIAL IN ORDER TO PREVENT SOIL EROSION AND RAPID RUNOFF DURING THE CONSTRUCTION PERIOD. PROLONGED PERIODS OF OPEN, BARE EARTH WITHOUT GRASS COVER WILL NOT BE PERMITTED. STABILIZE ALL DISTURBED GREENSPACE AREAS WITH A MINIMUM OF 4° TOPSOIL IMMEDIATELY AFTER FINAL SUBGRADE COMPLETION. SEED AND MULCH, OR SOD AND STAKE THESE AREAS WITHIN 48 HOURS AFTER COMPLETION OF FINAL GRADING WORK (WEATHER PERMITTING). STABILIZE ALL DISTURBED AREAS TO BE PAVED USING EARLY APPLICATION OF GRAVEL BASE. STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT CONVEYS WATER FROM THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE CONSTRUCTION SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR WITHIN 200 FEET FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZE TEMPORARY OR PERMANENT DRAINAGE DITCHES WITHIN 24 0 HOURS OF CONNECTING TO A SURFACE WATER. PROVIDE PIPE OUTLETS WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. o 10. WATER AND MAINTAIN SEEDED OR SODDED AREAS ON A TIMELY DAY-TO-DAY BASIS. IN THE EVENT OF A SEEDING FAILURE, RESEED AND REMULCH THE AREAS WHERE THE ORIGINAL SEED HAS FAILED TO GROW AND PERFORM ADDITIONAL ❑ WATERING AS NECESSARY. PROMPTLY REPLACE ALL SOD THAT DRIES OUT TO THE POINT WHERE IT IS PRESUMED DEAD, AND ALL SOD THAT HAS BEEN DAMAGED, DISPLACED, WEAKENED, OR HEAVILY INFESTED WITH WEEDS. 8 11. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES, STABILIZED AREAS, AND INFILTRATION AREAS ON A DAILY BASIS 0 UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, INSPECT AT LEAST ON A WEEKLY BASIS UNTIL VEGETATION COVER IS ESTABLISHED. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES, STABILIZED AREAS, AND INFILTRATION AREAS m WITHIN 24 HOUR AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. REMOVE ACCUMULATED SEDIMENT F DEPOSITS FROM BEHIND EROSION AND SEDIMENT CONTROL DEVICES AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO °z A DEPTH OF MORE THAN ONE-THIRD OF THE HEIGHT OF THE EROSION AND SEDIMENT CONTROL DEVICES. IMMEDIATELY REPLACE DETERIORATED, DAMAGED, ROTTED, OR MISSING EROSION CONTROL DEVICES. DOCUMENT INSPECTIONS AND DATES OF RAINFALL EVENTS. MAINTAIN A WRITTEN LOG OF ALL INSPECTION, MAINTENANCE, AND REPAIR ACTIVITIES RELATED TO EROSION AND SEDIMENT CONTROL FACILITIES, a 12. IN AREAS TO BE TEMPORARILY SEEDED, USE INTRODUCED SEED MIXTURE EQUIVALENT TO MNDOT NO. 250. APPLY SEED o MIXTURE AT A RATE OF 78.4 KG PER HECTARE (70 LBS PER ACRE)IN ACCORDANCE WITH MNDOT STANDARD SPEC. 2575. INCORPORATE A FERTILIZER (SLOW RELEASE TYPE WITH 10 WEEK RESIDUAL) CONSISTING OF 23-0-30 (%N -P -K) INTO THE SOIL w AT AN APPLICATION RATE OF 224 KG PER HECTARE (200 LBS PER ACRE) BY DISKING PRIOR TO SEEDING. 13. ESTABLISHED INTRODUCED SEED MIX IN ACCORDANCE WITH MNDOT STANDARD SPEC. 2575.3. °� 14. COMPLY WITH THE REQUIREMENTS OF MNDOT STANDARD SPEC. TABLE 2575-2 FOR SEASON OF PLANTING INTRODUCED a SEED MIXTURES. THE APPROPRIATE DATES FOR SPRING SEEDING ARE FROM APRIL 1 THROUGH JUNE 1. FALL SEEDING DATES ARE FROM JULY 20 TO SEPTEMBER 20. AFTER SEPTEMBER 20, WAIT UNTIL OCTOBER 20 TO PERFORM DORMANTSEEDING. DORMANT SEEDING WILL ONLY BE ALLOWED IF THE MAXIMUM SOIL TEMPERATURE AT A DEPTH OF 25 MM (1 INCH) DOES NOT S EXCEED 4.44 DEGREES C (40 DEGREES F) IN ORDER TO PREVENT GERMINATION. 15. IN AREAS TO BE PERMANENTLY STABILIZED, LANDSCAPE WITH DECORATIVE ROCK, PLANTINGS, AND SOD (REFER TO z LANDSCAPE PLAN FOR DESIGN AND DETAILS). 16. IN SEEDED AREAS WITH SLOPES 3:1 OR GREATER AND LENGTHS GREATER THAN 30 METERS (100 FEET), INSTALL z BIODEGRADABLE EROSION CONTROL BLANKETS UNIFORMLY OVER THE SOIL SURFACE BY HAND WITHIN 24 HOURS AFTER SEEDING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. USE MNDOT STANDARD SPEC. 3885 STRAW 1S OR WOOD FIBER 1S �d TYPE BLANKET. 17. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEMCES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED (HARD -SURFACED AREAS PAVED AND VEGETATION ESTABLISHED IN GREENSPACE). REPAIR ANY RILUNG, GULLY FORMATION, OR WASHOUTS. AFTER FINAL ESTABLISHMENT OF PERMANENT STABILIZATION, REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, AND NONBIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AND ANY ACCUMULATED o SEDIMENTS. DISPOSE OF OFF SITE. RESTORE PERMANENT SEDIMENTATION BASINS TO THEIR DESIGN CONDITION IMMEDIATELY FOLLOWING STABILIZATION OF THE SITE. 18. CLEAN SEDIMENTATION BASINS, STORM SEWER CATCHBASINS, DITCHES, AND OTHER DRAINAGE FACILITIES AS REQUIRED IN ORDER TO MAINTAIN THEIR EFFECTIVENESS. 0 19. PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE DEBRIS, CLEANING WASTES, OIL, GASOUNE, PAINT, WASTEWATER, TOXIC MATERIALS, AND HAZARDOUS MATERIALS) OFF-SITE. DO NOT ALLOW WASTE AND UNUSED BUILDING MATERIALS TO BE CARRIED BY RUNOFF INTO A RECEIVING CHANNEL OR STORM SEWER SYSTEM. PROPERLY STORE OIL, GASOLINE, PAINT, AND OTHER HAZARDOUS MATERIALS IN ORDER TO PREVENT SPILLS, L , LEAKS OR OTHER DISCHARGE. 'wa INCLUDE SECONDARY CONTAINMENT. RESTRICT ACCESS TO STORAGE AREAS IN ORDER TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. a 20. APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. 21. PLACE A 450 MM (18 INCH) THICK LAYER OF MNDOT 3601 CLASS III RIPRAP ONTO A 225 MM (9 INCH) THICK LAYER OF MNDOT 3601.2.B GRANULAR FILTER MATERIAL AT LOCATIONS INDICATED ON THE PLAN IN ACCORDANCE WITH MNDOT 2511. INSTALL TWO LAYERS OF MNDOT 3733 TYPE IV GEOTEXTILE FABRIC BENEATH THE GRANULAR FILTER MATERIAL. AT PIPE OUTFALLS CONFIGURE THE INSTALLATION AS SHOWN ON MNDOT STANDARD PLATE NO. 3133C FOR THE SIZE OF PIPE INDICATED h AND EXTEND THE GEOTEXTILE FABRIC UNDER THE CULVERT APRON A MINIMUM OF 3 FEET. FOR PIPE SIZES SMALL THAN 300 z MM (12 INCH) DIAMETER, THE MINIMUM QUANTITY OF RIPRAP AND FILTER BLANKET SHALL BE NO LESS THAN THAT REQUIRED c? FOR 300 MM (12 INCH) DIAMETER PIPES. o 22. INSTALL AND MAINTAIN ALL SOIL EROSION MEASURES, SEDIMENT PRELIMINARY CONTROL FACILITIES, AND VEGETATION IN ACCORDANCE WITH THE o METHODSMANEMENT P FOR REVIEW ONLY ROTECTINGTLINED WATERI QUALITY INTHET RBAN AREAS C RTRENT REVIISION,K PUBUSHED BY THE MINNESOTA POLLUTION CONTROL AGENCY, NOVEMBER 1, 2002. 0' 40' 80' 120' `o PREPARED FOR: n Cn 0-4 004zM z A C/] a Q O a�U REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: z _m t° E mq8 m z m m g 5- E 6 5 n z w E w F � � N r w J z m z z Nf U o W z z o y o Q i n O REVISIONS: No.: Date: Item: z O Q pa 1--1 Cn 11 O�M z WZ�U d� c AE �z L/1 E M m z �--I r O 0. ��r-U N 9)a CONSTRUCTION ACTIVITY INFORMATION 1. PROJECT NAME AND LOCATION: PAISLEY PARK PARKING LOT ADDITION, CHANHASSEN, MN 2. CITY/TOWNSHIP: CHANHASSEN 3. COUNTY: CARVER 4. PARCEL ID: 254480020 5. PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 2_0 6. PROJECT TYPE: RESIDENTIAL X COMMERCIALANDUSTRIAL ROAD CONSTRUCTION _ OTHER (DESCRIBE) 7. CUMULATIVE IMPERVIOUS SURFACE: A. EXISTING AREA OF IMPERVIOUS SURFACE LESS THAN .25 (TO THE NEAREST QUARTER ACRE) B. POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE 2.00 (TO THE NEAREST QUARTER ACRE) B. RECEIVING WATERS A. NAME OF WATER BODY: LAKE SUSAN VIA CITY OF CHANHASSEN STORM SEWER SYSTEM. B. TYPE (DITCH, POND, WETLAND, LAKE, STREAM, RIVER): LAKE C. APPENDIX A SPECIAL WATER? YES X NO 9. DATES OF CONSTRUCTION A. CONSTRUCTION START DATE: 09.25.07 B. ESTIMATED COMPLETION DATE: 10.31.07 CONTACT INFORMATION 1. OWNER OF SITE: - LOVE 4 ONE ANOTHER CHARITIES FEDERAL TAX ID: PENDING STATE TAX ID: PENDING NAME/PHONE/E-MAIL: C/O JIM LUNDSTROM 612.701.9781 JMLUNDSTROM®AOLCOM ADDRESS: 7801 AUDUBON ROAD, CHANHASSEN, MN 55317 ALTERNATE CONTACT NAME/PHONE/E-MAIL: 2. CONTRACTOR (PERSON WHO WILL OVERSEE IMPLEMENTATION OF THE SWPPP) BUSINESS OR FIRM NAME FARR CONSTRUCTION FEDERAL TAX ID: PENDING STATE TAX ID: PENDING NAME/PHONE/E-MAIL: FRED FARR/ 612701.9781/ FRED®FARRCONST.COM ADDRESS: 239 KINGS POINTE DRIVE, DELANO, MN 55328 ALTERNATE CONTACT NAME/PHONE/E-MAIL: 3. PARTY RESPONSIBLE FOR LONG TERM OPERATION & MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: PAISLEY PARK ENTERPRISES FEDERAL TAX ID: PENDING STATE TAX ID: PENDING NAME/PHONE/E-MAIL: C/O JIM LUNDSTROM/ 612701.9781 MLUNDSTROM®AOL.COM ADDRESS: 7801 AUDUBON ROAD, CHANHASSEN, MN 55317 GENERAL CONSTRUCTION PROJECT INFORMATION 1. CONSTRUCTION ACTIVITY/TIMEUNE: CONSTRUCDON OF A 157 STALL PARKING LOT AND A STORMSEWER SYSTEM. SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; GRADING; EXCAVATION FOR THE STORM SEWER, UTILITIES, CONSTRUCTION OF CURB AND GUTTER, ROAD, AND PARKING AREAS; AND PREPARATION FOR FINAL SEEDING. THE TIMELINE OF CONSTRUCTION WLL BE SEPTEMBER 25, 2007 TO OCTOBER 31, 2007.. 2. SOIL TYPES FOUND AT THE PROJECT: SOIL BORINGS WILL NEED TO BE COMPLETED. INFORMATION FROM THE CITY OF CHANHASSEN INDICATES THAT THE SOILS IN THE AREA ARE GENERALLY OF HYDROLOGIC SOIL GROUP B WHICH HAVE MODERATE INFILTRATION. GENERAL SITE INFORMATION 1. EROSION AND SEDIMENT CONTROLS A. STABILIZATION PRACTICES 1. TEMPORARY STABILIZATION - TOP SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED SHALL BE RYE (GRAIN) APPLIED AT THE RATE OF 120 POUNDS PER ACRE. PRIOR TO SEEDING, 2,000 POUNDS OF GROUND AGRICULTURAL LIMESTONE AND 1,000 POUNDS OF 10-10-10 FERTILIZER SHALL BE APPLIED TO EACH ACRE TO BE STABILIZED. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS PER ACRE OF STRAW. THE STRAW MULCH IS TO BE TACKED INTO PLACE BY A DISK WITH BLADES SET NEARLY STRAIGHT. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB -BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED. 2. PERMANENT STABIUZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH PERMANENT SEED TO NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE PERMANENT SEED MIX SHALL CONSIST OF 80 LBS/ACRE TALL FESCUE, AND 40 LBS/ACRE KOBE LESPEDEZA. PRIOR TO SEEDING, 4,000 POUNDS OF GROUND AGRICULTURAL LIMESTONE AND 2,000 POUNDS OF 10-10-10 FERTILIZER SHALL BE APPLIED TO EACH ACRE TO BE STABILIZED. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS PER ACRE OF STRAW. THE STRAW MULCH IS TO BE TACKED INTO PLACE BY A DISK NTH BLADES SET NEARLY STRAIGHT. B. STORM WATER MANAGEMENT STORMWATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER, STORM SEWER AND CATCH BASINS, FOR THE DEVELOPED AREAS. THE MAJORITY OF THE SITE WILL REMAIN UNTOUCHED AND IN IYS NATURAL STATE. WHEN CONSTRUCTION IS COMPLETE THE ENTIRE SITE WILL DRAIN THROUGH AN ON-SITE STORM SEWER DRAINAGE SYSTEM TO A REGIONAL POND. 2. ATTACHED TO THIS SWPPP IS A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES: a. EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORM WATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. b. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. DISTURBED. a LOCATIONS 0F AREAS NOT TO BE d. LOCATION OF AREAS OF PHASED CONSTRUCTION. e. ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE-HALF MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORM WATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT). WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET THEY MUST BE IDENTIFIEDD WITH AN ARROW,W, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. f. METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREAS. 3. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE, OR FEDERAL REVIEW OF THE PROJECT? IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. THE PROPOSED STORMWATER MANAGEMENT SYSTEM HAS BEEN DESIGNED PER THE CITY OF CHANHASSEN, MNDNR AND THE US ARMY CORPS OF ENGINEERS REQUIREMENTS. GENERAL SITE INFORMATION (CONT. 4. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROTECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 5060? IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. NA 5. DOES THE SITE DISCHARGE TO AN IMPAIRED WATER THAT HAS AN APPROVED TMDL IMPLEMENTATION PLAN THAT CONTAINS REQUIREMENTS FOR CONSTRUCTION STORMWATER DISCHARGES? IF YES, IDENTIFY THE RECEIVING WATER AND THE AREAS OF THE SITE DISCHARGING TO IT DESCRIBE THE TYPE AND LOCATIONS OF BMPS THAT ARE APPROPRIATE FOR THE SITE AND SUFFICIENT TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE TMDL IMPLEMENTATION PLAN INA SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? _X -YES _ NO IF YES, A WATER QUALITY VOLUME OF % INCH OF RUNOFF FROM THIS AREA MUST BE TREATED BEFORE LEAVING THE SITE OR ENTERING SURFACE WATERS (1 INCH IF DISCHARGING TO SPECIAL WATERS). 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT: OFF-SITE REGIONAL WET DETENTION/RETENTION SEDIMENT BASIN 3. INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART II.0 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. THE MAJORITY OF THE RUNOFF WLL BE COLLECTED VIA CURB AND GUTTER, STORM SEWER AND CATCH BASINS TO AN OFF-SITE REGIONAL WET DETENTION/RETENTION SEDIMENT BASIN WHERE THE RATE CONTROL AND WATER QUALITY TREATMENT WILL OCCUR FOR THIS SITE. ALL CALCULATIONS & DESIGN INFORMATION FOR THE STORM SEWER SYSTEM HAS BEEN PREPARED BY A PROFESSIONAL ENGINEER & WILL BE KEPT ON FILE AT PROTERRA DESIGN ASSOCIATES, INC. 4. DESCRIBE WHY IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. NA 5. IF PROPOSING AN ALTERNATIVE METHOD TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES, DESCRIBE HOW THIS ALTERNATIVE WILL ACHIEVE APPROXIMATELY 80% REMOVAL OF TOTAL SUSPENDED SOLIDS ON AN ANNUAL AVERAGE BASIS. NOTE: IF PROPOSING AN ALTERNATIVE METHOD, YOU MUST SUBMIT IN YOUR SWPPP TO MPCA AT LEAST 90 DAYS PRIOR TO THE STARTING DATE OF THE CONSTRUCTION ACTIVITY. NA EROSION PREVENTION PRACTICES DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., NTH FLAGS, STAKES, SIGNS, SILT FENCES, ETC.) BEFORE WORK BEGINS. THE ORDER OF CONSTRUCTION ACTIVITIES WILL BE AS FOLLOWS: 1. CONTRACTOR SHALL VERIFY THE RECEIPT OF THE NPDES PERMIT FROM THE MPCA PRIOR TO ANY SITE DISTURBANCE & HAVE SIGNED AND POSTED SWPPP PLAN ON SITE. 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL) 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES. CONTRACTOR SHALL HAVE ALL EROSION CONTROL MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIVITIES. 4. NSTALL STORM SEWER SYSTEM FOR PARKING LOT WHICH CONNECTS TO THE CITY'S SYSTEM. 5. BEGIN SITE EARTHWORK ONCE STORM SEWER SYSTEM IS INSTALLED. THE REMAINDER OF THE SITE CAN BE STRIPPED FOR THE BALANCE OF GRADING UMITS. 6. PILE TOPSOIL 7. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY IN THAT AREA. 8. BEGIN UTILITY INSTALLATION 9. COMPLETE SITE EARTHWORK WHICH INCLUDES 6 INCHES OF TOPSOIL. 10. PROVIDE CERTIFICATION LETTER STATING SITE IS + / - 0.2' TOLERANCE OF FINAL GRADING PLAN (TO INCLUDE HOLD DOWN AREAS). 11. CORRECT ANY GRADE DISCREPANCIES 12. SEED & MULCH REMAINDER OF DISTURBED AREAS. 13. STABILIZE REMAINDER OF DISTURBED SITE. 14. COMPLETE UTILITY CONSTRUCTION, 15. CORRECT UTILITY PUNCH LIST ITEMS. 16. INSTALL CURB, GUTTER AND PARKING LOT SECTION. 17. ESTABLISH PERMANENT TURF AND PLANTINGS FOR ALL DISTURBED SOILS ON EMBANKMENT AND SIDE SLOPES IN ACCORDANCE WITH WATERSHED STANDARDS AND SWPPP PLAN. DESCRIBE TEMPORARY EROSION PROTECTION OR PERMANENT COVER USED FOR EXPOSED POSITIVE SLOPES WITHIN 200 LINEAL FEET OF A SURFACE WATER (SEE SECTION IV.8.2 FOR MAXIMUM TIME AN AREA CAN REMAIN EXPOSED BASED ON SLOPE STEEPNESS). N/A FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. N/A SEDIMENT CONTROL PRACTICES SILT FENCING WILL BE INSTALLED AROUND THE PERIMETER OF THE ENTIRE SITE FOR SEDIMENT CONTROL OF ALL DOWN GRADIENT PERIMETERS PRIOR TO LAND DISTURBING ACTIVITIES. A ROCK CONSTRUCTION ENTRANCE WILL ALSO BE CONSTRUCTED PRIOR TO ANY LAND DISTURBING PROTECTION ILL BE PLACED AT ALL STORM DRAIN HI I OF SEDIMENTS. STORM DRAIN INLETPROTE W ACTIVITIES IN ORDER TO MINIMIZE VEHICLE TRACKING INLETS. S MUD DIRT OR ROCK TRACKED FROM THE SITE. T SWEEPING WILL OCCUR ON AN AS NEEDED BASIS TO REMOVE ANY EXCESS STREET LL DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WLL BE COVERED NTH A TARPAULIN. SILT FENCING WILL BE INSTALLED AROUND THE PERIMETER OF ALL TEMPORARY SOIL STOCKPILES THAT WILL BE LEFT FOR A PERIOD OF 14 DAYS OR GREATER. DEWATERING AND BASIN DRAINING WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? _ YES X NO IF YES, DESCRIBE BMP'S USED SO THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. N/A ADDITIONAL BMP'S FOR SPECIAL WATERS & DISCHARGES TO WETLAND 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? _ YES X NO. IF NO, SKIP TO WETLANDS SECTION BELOW. 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS NTH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN 5 OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. THIS SITE WAS ANALYZED ACCORDING TO THE RATIONAL METHOD FOR CALCULATING THE SIZING OF THE STORM SEWER SYSTEM. AN DFF=SITE REGIONAL STORMWATER DETNTION/RETENTION BASIN WILL PROMDE RATE CONTROL AND WATER QUALITY TREATMENT.. ADDITIONAL BMP'S FOR SPECIAL WATERS & DISCHARGES TO WETLAND (CONT.) 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS. N/A 6. WETLAND, DOES YOUR PROJECT DISCHARGE STORMWATER NTH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G.. CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES X NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WLL BE FOLLOWED IN ACCORDANCE WTH PART D OF APPENDIX A. INSPECTIONS & MAINTENANCE PROCEDURES 1. THESE ARE THE ROUTINE INSPECTION AND MAINTENANCE PRACTICES THAT WLL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. A. INSPECTIONS INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROLS, BMP'S AND INFILTRATION AREAS. B. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5 INCHES OR GREATER. TIA D WTHIN 24 HOURS IN WORKING ORDER' OF A REPAIR IS NECESSARY IT WILL BE INITIATED C. ALL MEASURES WILL BE MAINTAINED GOOD WO G SU ES OF REPORT. D. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. E. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. F. THE SEDIMENT BASINS WLL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY AND/OR AT THE END OF THE JOB. G. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH. H. DIVERSION DIKES (BERMS) WILL BE INSPECTED AND ANY BREACHES PROMPTLY PREPARED. I. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION AND A COPY WLL BE FAXED TO BOTH PAISLEY PARK ENTEPRISES AND PROTERRA DESIGN ASSOCIATES, INC. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. J. FRED FARR WILL SELECT THREE INDIMDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. K. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM FRED FARR; WLL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. 2. NON -STORM WATER DISCHARGES - IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: A. WATER FROM WATER LINE FLUSHINGS. B. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). C. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TOO DISCHARGE. POLLUTION PREVENTION MANAGEMENT MEASURES 1. WASTE MATERIALS ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER RENTED FROM A LICENSED SOLID WASTE MANAGEMENT COMPANY. THE DUMPSTER WILL MEET ALL LOCAL AND ANY STATE SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED A MINIMUM OF TWCE PER WEEK OR MORE OFTEN IF NECESSARY, AND THE TRASH WILL BE PROPERLY DISPOSED. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ONSITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE OFFICE TRAILER AND BRUCE DRESEL, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY OPERATIONS, WLL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. 2. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WLL BE INSTRUCTED IN THESE PRACTICES AND BRUCE DRESEL, THE INDIMDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. 3. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR OR MORE OFTEN IF REQUIRED BY LOCAL REGULATIONS. 4. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION WILL BE PROHIBITED. 5. SPILL PREVENTION PLAN A. THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: 1. CONCRETE 2. DETERGENTS 3. PAINTS (ENAMEL & LATEX) 4. METAL POSTS 5. TAR 6. FERTILIZERS 7. PETROLEUM BASED PRODUCTS B. THE FOLLOWNG ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. 1. GOOD HOUSEKEEPING: THE FOLLOWNG GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING CONSTRUCTION PROJECT. A. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB B. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. C. PRODUCTS WLL BE KEPT IN THEIR ORIGINAL CONTAINERS NTH THE ORIGINAL MANUFACTURER'S LABEL. D. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. E. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER, F. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. G. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. 2. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WTH HAZARDOUS MATERIALS. A. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. B. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. C. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL OR STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. C. THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: 1. PETROLEUM PRODUCTS: ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS. 2. FERTILIZERS: FERTIUZERS WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WLL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPELLS & PAINTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR US. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. 4. CONCRETE TRUCKS: CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH W ONLY IN ON THE SITE WATER THE CONTROLLED PORTABLE CONCRETE WASH OUT CONTAINER IN AN AREA AS DESIGNED , WHICH WLL BE MONITORED A MINIMUM OF ONCE A WEEK. D. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS F PREVENTION CLEANUP: OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED OR SPILL REVEN 0 AND LE 1. MANUFACTURERS RECOMMENDATION METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5. SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. 6. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 7. FRED FARR, THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL DESIGNATE AT LEAST THREE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ONSITE. FINAL STABILIZATION DESCRIBE HOW YOU WILL ACHIEVE FINAL STABILIZATION OF THE SITE. SUBMIT A NOTE WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION WILL BE ACHIEVED WITH THE COMPLETION OF CONSTRUCTION OF THE PARKING LOT RECORDS RETENTION A COPY OF THE SWPPP PLAN AND DETAILS, INCLUDING THE INSPECTION RECORDS WILL BE POSTED IN THE CONSTRUCTION JOB TRAILER AND WHEN THE PROJECT IS COMPLETED, BE PROVIDED TO THE OAKS HOME OWNERS ASSOCIATIGN. THE DEVELOPER WILL BE PROVIDING A PERMANENT OPERATION AND MAINTENANCE PLAN FOR PROPER CARE OF THE STORMWATER SEDIMENTATION PLAN. THIS DOCUMENT WILL BE TURNED OVER TO THE OAKS HOME OWNERS ASSOCIATION. CALCULATIONS FOR THE DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL BE KEPT ON FILE IN THE OFFICE OF PROTERRA DESIGN ASSOCIATES, INC. POLLUTION PREVENTION PLAN CERTIFICATION 1. PROFESSIONAL CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM TIF CATIO N A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNED: 1/25/07 26922 GREGORY D. MORIS, PE DATE REG. NO. PROTERRA DESIGN ASSOCIATES, INC. 2.CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WTH CONSTRUCTION ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE DATE Drawn By: GENERAL CONTRACTOR NAME RESPONSIBLE FOR COMPANY PHONE NUMBER ADDRESS CITY, STATE & ZIP SIGNATURE DATE TEMPORARY & PERMANENT STABILIZATION NAME RESPONSIBLE FOR COMPANY PHONE NUMBER ADDRESS CITY, STATE & ZIP SIGNATURE DATE STABILIZED CONSTRUCTION, ENTRANCE EARTH DIKES, SEDIMENT BASIN NAME RESPONSIBLE FOR COMPANY PHONE NUMBER ADDRESS CITY, STATE & ZIP PRELIMINARY FOR REVIEW ONLY 0' 40' 80' 120' PREPARED FOR: H LTJ M z wA� z W P. O v) IH O a00U REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. GREGORY D. MORIS Tyrod or Prinb:d Name 08.07.07 1111J=Z10-A �:tE REVISIONS: No.: Date: Item: w 0 rn 0 N ra m z co 0 J =0 o y oQ �O E N O Y� 1� O�N C"7 z w wlZoz z '¢ 1 Ea. aa�v N Project No: 07049 Drawn By: MLS Checked By: A A v Date: 08.07.07 Sheet: C3.3 y CONNECT TO EXISTING 10"- _ _ SNB, 10" X 6" REDUCER EX-WTM EX-WTM- MCGLYNN DRIVE 6" 90' BEND -PROPOSED 6" C-900 P.V.C. WATERMAIN EX WTM EX-WTM EX-WTM I 20'-12" RCP - 01.64% CB -1 GRATE = 979.00 INVERT = 975.00 EXISTING DAY CARE CENTER CBMH-3 I GRATE = 977.80 INVERT = 974.17 ' 96'-12" RCP 0 1.64% - - �, I (�_ � I (�_ -12" RCP CBMH-2- CHMH-4� """"' AILGRATE = 977.80 GRATE = 976.60 GRATE = 975.80 Ak INVERT = 974.66 INVERT = 972.60 INVERT = 972.03 30'-12" RCP ®1.64% lll IIIIIIllllI ll CB -6 GRATE = 976.60 / INVERT = 972.73 6" C-900 P.V.C. WATERMAIN GRATE = 974.80 CBMH-7 INVERT W. = 969.15 GRATE = 976.60 INVERT N. = 969.15 INVERT = 972.50 INVERT S. = 968.85 -12" RCP 0 1.00% COULTER ROAD EX-WTM--EX-WTtr1 -- EX-WTM EX-WTM SII}% 180'-12" RCP 0 1.86% 57'-15" RCP ®17.47% -/P - 1W O P4 REMOVE 12' EXISTING 15" SNB EXISTING CB CORE DRILL CONNECTION TO EXISTING GRATE = 965.88 CATCH BASIN INVERT = 958.89 EXISTING 34'-15" RCP ® 1.79% EX-WTM EX-WTM EX-WTM PROPOSED STREET CONSTRUCTION SHALL BE PLETED USING APPROVED MATERIALS, METHODS OF :EMENT AND TESTING AS REQUIRED BY ALL GOVERNING YICATIONS OF THE CITY OF CHANHASSEN AND THE E OF MINNESOTA DEPARTMENT OF TRANSPORTATION. GENERAL NOTES 1. CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL", TWO BUSINESS DAYS PRIOR TO EXCAVATION AND/OR CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651.454.0002; TOLL-FREE: 800.252.1166; OR ON-LINE AT: WWW.GOPHERSTATEONECALL.ORG 2"THE SHOWN LOCATION OF EXISTING UNDERGROUND UTILITIES IS AN APPROXIMATE LOCATION ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE VERIFIED PRIOR TO COMMENCING WORK. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE EXCAVATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 3. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE OF THE CONTRACTOR TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. EXISTING SURVEY INFORMATION PROVIDED BY ADVANCE SURVEYING & ENGINEERING CO.. EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY ADVANCE SURVEYING & ENGINEERING CO.. PROTERRA DESIGN ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY ADVANCE SURVEYING & ENGINEERING CO. CONCERNING EXISTING INFORMATION. UTILITY NOTES 1. CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH 1-1/2" - 2" CLEAR AGGREGATE ACROSS FULL WIDTH, FROM ENTRANCE POINT TO FIFTY FEET WITHIN PROPERTY UNE. REFER TO ROCK CONSTRUCTION ENTRANCE DETAIL FOR INSTALLATION PROCEDURES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE THE ALIGNMENT HAS BEEN ESTABLISHED IN THE FIELD BY THE SURVEYOR AND SHALL INCUR ALL COST FOR THE RE-ESTABLISHMENT OF SAME. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL APPLICABLE TESTING FOR SOIL DENSITIES & UTILITY TESTING AS PER THE GOVERNING AGENCIES TO MEET OR EXCEED THE REQUIRED GUIDELINES FOR TESTING, WITH NO ADDITIONAL COMPENSATION MADE. 4. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS INCLUDING CLEARED & GRUBBED MATERIALS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE WITH NO COMPENSATION FOR REMOVAL, UNLESS OTHERWISE SPECIFIED. 5. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE SPECIFIED. 6. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO MnDOT AND/OR THE CITY OF CHANHASSEN TEMPORARY TRAFFIC CONTROL GUIDELINES. 7. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN, PUBLIC WORKS DEPARTMENT, 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY OF CHANHASSEN INSPECTORS MUST OBSERVE ALL WORK COMPLETED, INCLUDING THE REMOVAL OF EXISTING CURB & GUTTER, REMOVAL AND REPLACEMENT OF FIRE HYDRANT, EXCAVATION OF TRENCHES, PLACEMENT OF STORM DRAIN, CONNECTIONS TO EXISTING UTILITY LINES, BACKFILLING AND REPLACEMENT OF BITUMINOUS PAVEMENT AND/OR CONCRETE CURB AND GUTTER. 8. ALL CONSTRUCTION MUST COMPLY WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). 9. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS. 10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY AND ALL DAMAGE TO EXISTING STRUCTURES, RETAINING WALLS AND EXISTING SITE FEATURES DUE TO CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 8.0 FEET COVER OVER TOP OF ALL PROPOSED WATERMAIN. MATERIALS WATERMAIN C-900 PVC WATERMAIN FLTTINGS C-900 PVC HYDRANT LEADS - HYDRANT MUELLER SUPER CENTURIAN OR WATEROUS PACER 250 CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL VERIFY THE RECEIPT OF THE NPDES PERMIT FROM THE MPCA PRIOR TO ANY SITE DISTURBANCE. 2. INSTALL ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). 3. INSTALL PERIMETER SILT FENCE AND OTHER EROSION CONTROL MEASURES. CONTRACTOR SHALL HAVE ALL EROSION CONTROL - MEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRADING ACTIVITIES. 4. BEGIN SITE EARTHWORK. 5. PERMANENT TURF ESTABLISHED OF DISTURBED SOILS ON EMBANKMENT AND SIDE SLOPES IN ACCORDANCE WITH WATERSHED STANDARDS. 6. BEGIN UTILITY CONSTRUCTION. 7. COMPLETE SITE EARTHWORK. 8. COMPLETE UTILITY CONSTRUCTION. 9. REMOVE ALL SILT DEPOSITS FROM SITE AND REMOVE PERIMETER SILT FENCING AND CHECK DAMS UPON FINAL ACCEPTANCE OF THE PROJECT. LEGEND EXISTING D = FLARED END SECTION EX -SAN- = SANITARY SEWER LINE -EX-WTM- = WATER LINE -EX-STM- = STORM SEWER LINE y2jt_, = 2' CONTOUR 10' CONTOUR PROPOSED QS = SANITARY SEWER MANHOLE D4 = HYDRANT XPP = GATE VALVE = POWER POLE TB N ❑o = TELEPHONE BOX ® = STORM SEWER MANHOLE ME = STORM SEWER CATCH BASIN D = FLARED END SECTION EX -SAN- = SANITARY SEWER LINE -EX-WTM- = WATER LINE -EX-STM- = STORM SEWER LINE y2jt_, = 2' CONTOUR 10' CONTOUR PROPOSED QS = SANITARY SEWER MANHOLE = HYDRANT S N = GATE VALVE 0 121 = TEE H = BEND ® = STORM SEWER MANHOLE i ® = STORM SEWER CATCH BASIN = STORM SEWER WEIR 1110. = FLARED END SECTION z = FLARED END SECTION W/ RIPRAP - 111- = SANITARY SEWER LINE - = WATER LINE W - ►►- = STORM SEWER LINE = 2' CONTOUR = 10' CONTOUR PRELIMINARY FOR REVIEW ONLY 0' 40' 80' 120' PREPARED FOR: rn W �Qz z w Q con� ~ O PP -,IU REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. GREGORY D. MORIS Typed or Pnmd Name 08.07.07 Dale 26922 PREPARED BY: REVISIONS: No.: Date: Item: 7 om N J � m 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than #5'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. & = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 8 - See no ■7I_10111110,I�ii 1ANB-F.� CONCRETE SHAI IN CONTACT WI" THIS QUADRANT OF PIPE SECTION A -A e - PLAN 45' BENDS 8 - See , PLAN 22 1/2' BENDS CITY OF CONCRETE CHANHASSEN THRUST ENGINEERING DEPMTMENT B L O C K I N G REVISED: 2-97 DATE: PLATE NO.: 1 002 FILE NAME: 393_1002 Not NOTES: BUTTRESS DIMENSIONS 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. COVERED PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE 81 FD1 82 D2 B3 D3 6" 1'-5" V-5" V-5' V-5" 2'-1" 1'-6" 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 6'-10" 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 6'-0" ■7I_10111110,I�ii 1ANB-F.� CONCRETE SHAI IN CONTACT WI" THIS QUADRANT OF PIPE SECTION A -A e - PLAN 45' BENDS 8 - See , PLAN 22 1/2' BENDS CITY OF CONCRETE CHANHASSEN THRUST ENGINEERING DEPMTMENT B L O C K I N G REVISED: 2-97 DATE: PLATE NO.: 1 002 FILE NAME: 393_1002 Not NOTES: TO BE 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. COVERED 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES OR BAG TO INDICATE THAT IT IS OUT OF _ SERVICE. AND HYDRANTS. HYDRANT SHOE AND BARRELL SHALL BE PLASTIC WRAPPED PER SECTION 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. Blocking against undisturbed soils. CITY OF TYPICAL CHANHASSEN MEGALUG ENGINEERING DEPMTMEMT LOCATION J REVISED: 1-06 DATE: PLATE NO.: 1009 FILE NAME, 393_1009 1 Hydrants shall be Mueller Super Centurion or Waterrous Pacer 250 All Hydrants must be approved by City OPTION 94 BURIED STAINLESS STEEL HARDWARE. MARKER TO BE 5 FOOT IN LENGTH, (250 OR APPROVED EQUAL) SPRING MOUNTED FOR SIDE. MOUNT_--,, APPLICATION RED & WHITE IN COLOR REFLECTIVE FIBERGLASS CONSTRUCTION. EXISTING OR FUTURE CURB OR GUTTER LINE HYDRANT /A-, /-VALVE BOX7 STREET HYDRANT TO BE SECURLY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF _ SERVICE. HYDRANT SHOE AND BARRELL SHALL BE PLASTIC WRAPPED PER SECTION 2.030 1 18" MIN. 2.0% 3'�12' a AS REQUIRED 10' TYPICAL n z � I J0 6"CL 52 DIP _ r�i _ 6"CL 521 DIP 1 CUBIC YARD 1 1/2" CLEAR ROCK AND 2 LAYERS OF POLYETHYLENE (4 MIL.) GATE VALVE TEE NOTES: WITH ADAPTER 1. ALLHYDRANTS SHALL HAVE WEEP HOLES. 8"X18"X5" CONCRETE BLOCK 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. CITY OF TYPICAL CHANHASSEN HYDRANT ENGINEERING DEPARTMENT INSTALLATION REVISED: 1-06 DATE: PLATE NO.: 1004 FlLE NAME: 393_1004 it II f=.1 rn� Bc Use MNDOT 3149.2A oi¢ 0 - Granular Borrow a HLI O0 47LY' Q ZN oa a�of N 0v The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Dia+12" Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. CITY OF PIPE BEDDING CHANHASSEN IN POOR SOILS ENGINEERING DEPARTMENT REVISED: 1-98 DATE: PLATE NO: 2201 FILE NAME: 393_2201 Natural Ground -o E O n� -I I Z Etn'w _ -0oeC a- 0-00 E,m 0 0 aIn - c��rna NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF PIPE BEDDING CHANHASSEN IN GOOD SOILS ENGINEETGNG [xPM1YENT RCP & D I P REVISED: 2-97 DATE: PLATE NO.: 2202 FILE NAME: 3932202 DROP LID WATER Tyler No. 6860 Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Sigma No. VB260OW Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. V8502 27" Sigma No. VB63OG EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" Sigma No. VB630 BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Sigma No. VB6302 60" Valve and Box to be plastic wrapped per BASE section 2.03a 7.5' Minimum cover required over top of water main. -PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Sigma No.VB630 Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base GATE VALVE ADAPTER: 1/4" STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. Mueller or American Flow Control Resiliant Wedge Valve L Conforming to AWWA C-515-80 standards with all stainless steel nuts & bolts. 118"X18"X8" concrete block CITY OF GATE VALVE CHANHASSEN AND BOX ENGINEERING DEPARTMENT INSTALLATION REVISED: 1-06 DATE: PLATE ND.: 1 006 FILE NAME:393_1006 1 J Compactl - Backfill 12" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + Embedment + + + + + + Bc + + + + + + + + + + rjB� .. + Material Foundation - If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. CITY OF PIPE BEDDING CHAINHASSEN P.V.C. & A.B.S. DERMNENT REVISED: 1-06 DATE: PLATE NO.: 2203 FILE NAME: 393_2203 P' P4 P4 z a PREPARED FOR: 2 CA 0TH W � M �Az xoz CQ W P, C) V] � Q ~ O REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: f r I c c N 4 f f i i i f f 2 REVISIONS: No.: Date: Item: Z O 9 w�c4� W /� r ae I PL4 alp° U y U NOTE: 1- V Grate Shown 2- R Grate Shown shall be used at all low points. Face of Curb ---' Direction of Flow M• .== Catchbasin casting _6" 1 Distance to � variable 18" 5' and grate Neenah MIN 2.0% GRADE R3067 -V or equal 6" x 6" #6 Welded 3 Grate to be 2" below 3" radius curb box. slope gutter grade. base incidental to apron SECTION A -A 5' transition each No Scale side of catchbosin. Precast concrete or 26' MAX. INDUSTRIAL/COMMERCIAL 4'-0" Typ. HDPE adjusting rings. Top of Curb 8618 Curb & Gutters Varies Minimum of 2-2", O 6 1/2" maximum of 5-2"Varies Bituminous O 1/2"r concrete adjusment 24" x 36" iii we 5 MnDOT B612 rings allowed with 1/4---//101 /4" Precast5„ �n 3' minimum to 1/2" bed of mortar NOTE: e' 1z' between each and a 3" Grout 6" thick concrete collar Contraction JointsA on the outside. Valley Gutter ® 8' 68"R PLAN 6" Doghouses shall be NOTE: o '1/2",•. i. \ Concrete Curb and Gutter grouted on both the 6" #6 Welded Wire Mesh, 2. Contraction Joints Shall be 1/3 the Depth of Slab. inside and outside. SECTION Street Paving Section. NOTES: CONCRETE CHANHASSEN 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. DATE: PLATE NO.: 4. No wood shims are permitted in the adjusting rings. FILE NAME -3935207 0 CITY OF CATCH BASIN CHANHASSEN 2' x 3' FNnNEERING DEPMTMENT RECTANGULAR REVISED: 1-06 DATE: PLATE NO.: 3101 FILE NAME:393_3101 3/4" per foot _6" 1 Distance to � variable 18" 5' 1/2"r MIN 2.0% GRADE 7 1/2" Concrete pavement 6" x 6" #6 Welded 3 Top Bituminous Material Wire Mesh slope 4" Class 5 base incidental to apron SECTION A -A No Scale 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL/COMMERCIAL 4'-0" Typ. A Right -of -Way 8618 Curb & Gutters Concrete Curb and Gutter -- B618 Curb & Gutter O 1/2"r—Q — Cn Bituminous O 1/2"r 1p iii we 5 MnDOT B612 - �n NOTE: e' 1z' For Use Only with Private Driveways, 00 Parking Lots, or Medians. Contraction JointsA Max. Spacing in Expansion Joint (typ) Valley Gutter ® 8' 68"R PLAN No Scale NOTE: o '1/2",•. i. \ Concrete Curb and Gutter 1. Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh, 2. Contraction Joints Shall be 1/3 the Depth of Slab. 28" 3. Bituminous Paving Section to the Right -of -Way is the Same as Street Paving Section. CITY OF CONCRETE CHANHASSEN DRIVEWAY APRON ENGINEERING DEPMTMENT REVISED: 1-06 DATE: PLATE NO.: 5207 CHANHASSEN FILE NAME -3935207 ENGINEERING DEPMTMENT REVISED: 2-97 24"x36" slab opening for Neenah R3067 -V or equal Irm l Note: 1- L Grate shown 2- R Grates shall be used at all low points. Neenah R3067 -V casting and grate or equal. PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full 1 In beds of mortar. Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for eachdepth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CHANHASSEN MANHOLE ENGINEERING DEPARTMENT REVISED: 1-06 DATE: PLATE NO.: 3102 FILE NAME: 393_3102 PL VARIABLE HYDRANT LVALVEBOX 6" 6" VARIES 5'-6' (SEE PLANS) 1 /4" PER FT. SLOPE TO ROADWA C NCRETE SEE NOTES 1 & 3 1 4" Class 5 Base 2' 3' 2.5' Min. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINTS ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CONCRETE CHANHASSEN SIDEWALK ENQNEMING DEPARTMENT REVISED: 1-06 DATE: PLATE NO.: 5214 FILE NAME: 393_5214 NOTE: Surmountable Curb & Gutter to be transitioned into a B618 type at catchbasin. Catchbasin Frame & Grate Neenah R -3067—V or equal-:+`•�� with L Grate A_ 5� A Surmountable Concrete Curb & Gutter 2 — #4-60" Long Rehars Each way C ;o O1 5' Min. Transition N `o Top of a Curb Design gutter line grade SECTION A -A No Scale 2" �o �s .>r. 07 NM Catchbasin to be depressed 2" below design gutter line grade. Neenah R3067—R shall be used at all low points. ISOMETRIC No Scale c ;o 5' Min. Transition 0 C CL X w 2 - #4-60" LONG I Rebors Each way Frame &Casting CITY OF CURB CHANHASSEN CONSTRUCTION ENGINEERING DEPMNENT AT CATCH BASIN REVISED: 1-06 DATE: PLATE NO.: 3106 FILE NAME: 39:3106 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required c:,,., - a.,+k 2.51-6. 7' Upper Galvanized Steel a Sign Post /8" O.D. of (2) 5/16„ x 1" onized Steel c un Post Bolts - o 12 Guage " e Tamperproof 0 with Washers 01 2' Min. chor Plate Curb 1�1 Typical Street 31-8. 7' Anchor Sign Installation Post - Pneumatically Driven �6- Typical Traffic Sign Installation 1�1Bolt Post With Sign Post J� to Post in Concrete Expansion Joint Material - 4 Sides Full Depth Ell 17 2 Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952-227-1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CITY OF STREET AND 0 CHANHASSEN TRAFFIC SIGN ENGINEEW NG DEPMTMOIT INSTALLATION REVISED: 1-06 DATE: PLATE No.: 5217 FILE NAME: 393_5217 _6" 1 Distance to � variable (a 1/2"r A Q Top Bituminous Material E slope N 3/4" per ft Varies 4'-0" Typ. f7 Concrete Curb and Gutter 5" 8" 18" 1/2"r—Q — Cn co QQ)•� O 1/2"r 1p Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for eachdepth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CHANHASSEN MANHOLE ENGINEERING DEPARTMENT REVISED: 1-06 DATE: PLATE NO.: 3102 FILE NAME: 393_3102 PL VARIABLE HYDRANT LVALVEBOX 6" 6" VARIES 5'-6' (SEE PLANS) 1 /4" PER FT. SLOPE TO ROADWA C NCRETE SEE NOTES 1 & 3 1 4" Class 5 Base 2' 3' 2.5' Min. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINTS ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CONCRETE CHANHASSEN SIDEWALK ENQNEMING DEPARTMENT REVISED: 1-06 DATE: PLATE NO.: 5214 FILE NAME: 393_5214 NOTE: Surmountable Curb & Gutter to be transitioned into a B618 type at catchbasin. Catchbasin Frame & Grate Neenah R -3067—V or equal-:+`•�� with L Grate A_ 5� A Surmountable Concrete Curb & Gutter 2 — #4-60" Long Rehars Each way C ;o O1 5' Min. Transition N `o Top of a Curb Design gutter line grade SECTION A -A No Scale 2" �o �s .>r. 07 NM Catchbasin to be depressed 2" below design gutter line grade. Neenah R3067—R shall be used at all low points. ISOMETRIC No Scale c ;o 5' Min. Transition 0 C CL X w 2 - #4-60" LONG I Rebors Each way Frame &Casting CITY OF CURB CHANHASSEN CONSTRUCTION ENGINEERING DEPMNENT AT CATCH BASIN REVISED: 1-06 DATE: PLATE NO.: 3106 FILE NAME: 39:3106 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required c:,,., - a.,+k 2.51-6. 7' Upper Galvanized Steel a Sign Post /8" O.D. of (2) 5/16„ x 1" onized Steel c un Post Bolts - o 12 Guage " e Tamperproof 0 with Washers 01 2' Min. chor Plate Curb 1�1 Typical Street 31-8. 7' Anchor Sign Installation Post - Pneumatically Driven �6- Typical Traffic Sign Installation 1�1Bolt Post With Sign Post J� to Post in Concrete Expansion Joint Material - 4 Sides Full Depth Ell 17 2 Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952-227-1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CITY OF STREET AND 0 CHANHASSEN TRAFFIC SIGN ENGINEEW NG DEPMTMOIT INSTALLATION REVISED: 1-06 DATE: PLATE No.: 5217 FILE NAME: 393_5217 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. Signs to be a minimum of 12" x 18". 2. Red on white is preffered. 3. 3M or equal engineer's grade reflective sheeting on aluminum is preffered. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at every 75' intervals along the fire lane. 6. All signs shall be duoble sided facing the direction of travel. 7. Post shall be set back a minimum of 24" but not more than 36" from the back of curb. 8. A fire lane shall be required in front of fire department connections extending 5' on each side and along all areas designated by the Fire Chief. L Curb CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. CITY OF FIRE LANE CHANHASSEN SIGNAGE ENGINEERING DEPARTMENT REVISED: 2-97 DATE: PLATE No.: 5218 FILE NAME: 393_5218 PREPARED FOR: w 1:4 Lij t/] I -H M �jP4 P40N z W aOv Q REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: a n 7F J. 0 N aa V) mm REVISIONS: No.: Date: Item: Z O P1 1 O N 0-4 VI 'a 0 EnW Q Q M Zm �Q 0. PL4 A-+ °° U U _6" 1 Distance to � variable 1/2"r 3"r 1/2"r Top Bituminous Material slope N 3/4" per ft MnDOT B618 Concrete Curb and Gutter 8" 18" 1/2"r—Q 6' 1 Distance to � variable I 3"r Top Bituminous Material 1/2"r 1p elope 3/4 l per it MnDOT B612 - Concrete Curb and Gutter NOTE: e' 1z' For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R SURMOUNTABLE o '1/2",•. i. \ Concrete Curb and Gutter 17 1/2" 10 28" 4 8" 1 1/8"r Bituminous Bituminous Curb Surface 6" Shoe Formed CITY OF TYPICAL CURB CHANHASSEN AND GUTTER ENGINEERING DEPMTMENT REVISED: 2-97 DATE: PLATE Na.: 5203 FILE NAME: 393_5203 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. Signs to be a minimum of 12" x 18". 2. Red on white is preffered. 3. 3M or equal engineer's grade reflective sheeting on aluminum is preffered. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at every 75' intervals along the fire lane. 6. All signs shall be duoble sided facing the direction of travel. 7. Post shall be set back a minimum of 24" but not more than 36" from the back of curb. 8. A fire lane shall be required in front of fire department connections extending 5' on each side and along all areas designated by the Fire Chief. L Curb CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. CITY OF FIRE LANE CHANHASSEN SIGNAGE ENGINEERING DEPARTMENT REVISED: 2-97 DATE: PLATE No.: 5218 FILE NAME: 393_5218 PREPARED FOR: w 1:4 Lij t/] I -H M �jP4 P40N z W aOv Q REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: a n 7F J. 0 N aa V) mm REVISIONS: No.: Date: Item: Z O P1 1 O N 0-4 VI 'a 0 EnW Q Q M Zm �Q 0. PL4 A-+ °° U U Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36°wide fastened steel T -Posts with 3(501b) tens strength plastic zip ties per T -Post. (Machine sliced) I.- g EROSION CONTROL FENCE — TYPE 1 T Posts 24- in ground Ties Min. Depth of silt fence embedment. Note: Type 2 silt fence is the same as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Zip Ties 1-04 24" in ground Hay or Straw Bales wo wood stakes driven through bale 1.5 to 20' into the ground. Bales to be recessed 6' below grade. Bales are to be lied with a non -Degradable Material. EROSION CONTROL FENCE — TYPE 2 CITY OF CHANHASSEN ENDNEERING DEPARTMENT DATE: PLATE NO.: SILT FENCE 5300 RO p,0 PuB�\C� 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS I REVISED: 1-06 1 "-2"WASHED ROCK L 18" MINIMUM CUT OFF BERM — TO MINIMIZE RUNOFF FROM SITE • NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN CONSTRUCTION ENGNE ING MPARTMENT ENTRANCE DATE: PLATE NO.: 5,301 i4 E PREPARED FOR: REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. PREPARED BY: REVISIONS: No.: Date: Item: W _f U) o� oo m Z Z 0� U) _ C3 J = 0 o y o Q n0 Z 0 Y� L� H r � C) A 1.4 C`J z Z o w E �I 0O U U Project No: 07049 Drawn By: Checked By: Date: Sheet: C5.3