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CAS-14_CW-III - 2451 GALPIN COURT (25-2240060)Re: Planning Case 08-14 Administration CW 111 Phone: 952.227.1100 Fax:952.227.1110 Dear Mark: Phoni:9lnsp7tion 180 This letter is to confirm that on Jul 28, 2008, the Chanhassen Cit Council Phone: 952.227.1180 y y Far: 952227.1190 approved the following: Engineering 08-14 Phone: 952.227.1160 July 29, 2008 CITY OF footage of 365,000. CIIANNSEN Mr. Mark Undestad Fax:952.227.1110 Eden Trace Corporation 7700 Market Boulevard PO Bar 147 8156 Mallory Court Chanhassen, MN 55317 Chanhassen, MN 55317 Re: Planning Case 08-14 Administration CW 111 Phone: 952.227.1100 Fax:952.227.1110 Dear Mark: Phoni:9lnsp7tion 180 This letter is to confirm that on Jul 28, 2008, the Chanhassen Cit Council Phone: 952.227.1180 y y Far: 952227.1190 approved the following: Engineering The amendment to the Planned Unit Development design standards for Phone: 952.227.1160 Chanhassen West Business Park to permit a total development building square Fax: 952.227.1170 footage of 365,000. non Phone: 952.227.1140 And Fax:952.227.1110 The Site Plan for Planning Case #08-14, for a 30,500 square -foot, one-story Park & Recreation office/warehouse building, plans prepared by Houwman Architects and McCombs Phone: 952.227.1120 Frank Roos Associates, Inc., dated 05/23/08, subject to the following conditions: Far: 952.227.1110 Recreation center 1. The applicant shall enter into a site plan agreement with the City and provide 2310 Coulter Boulevard the necessary security to guarantee erosion control, site restoration and Phone: 952.227.1400 landscaping. Fax: 952.227.1404 2. The developer shall provide exterior benches and/or tables. Planning 8 Naturaf Resources 3. One additional parking stall shall be provided. Phase: 952.227.1130 Fax: 952.227.1110 4. At least six of the parking stalls located east of the building shall be relocated PuNic Works to the side of the building. 1591 Park Road Rhone: 952.227.1300 5. The developer shall provide a pedestrian connection from the site to the Faz 952.227.1310 sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs Senior Center along this pathway. Phone, 952.227.1125 Fax: 952.227.1110 6. The plan specifications shall be revised to incorporate high pressure sodium vapor lamps instead of the metal halide lamps Web Site www.ci.chanhassen.mn.us 7. A three-foot clear space around fire hydrants shall be provided. Fire Code sec. 5085 SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Mark Undestad Planning Case 08-14 July 29, 2008 Page 2 8. Nothing shall be placed near fire hydrants or fire department inlet connections that would deter or hinder from gaining immediate access. Fire Code sec. 5085.4. 9. No PIV (post indicator valve) will be required. 10. Contact Fire Marshal for location of "No Parking Fire Lane" signs, and curbing to be painted yellow. 11. Park fees in the amount of $31,387.67 shall be paid at the time of building permit issuance. 12. The buildings are required to have an automatic fire extinguishing system. 13. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 14. Retaining walls four feet high or higher require a building permit and must be designed by a structural engineer registered in the State of Minnesota. 15. The applicant shall increase the inside width of all islands and/or peninsulas to 10 feet or greater. 16. Tree preservation fencing is required to be installed prior to any construction along the north and west property lines. 17. On the Grading plan: a. Show the existing contours on the east side of the site. Provide spot elevations of the driveway connections. b. Show NWL and HWL on the pond. c. Add benchmark. d. Reduce slope on the southern drive. 18. Encroachment agreements will be needed prior to building permit issuance for any driveway or retaining wall in the drainage and utility easement. 19. On the Utility plan: a. Provide details of each utility crossing. b. Add cleanout to the sanitary sewer service. C. Add note to notify City of Chanhassen Utility Department 48 hours prior to connecting to the watermain (952-227-1300). d. Watermain must be looped around the building. This watermain shall be privately owned and maintained. 20. Show location of heavy duty versus light duty pavement sections. Mr. Mark Undestad Planning Case 08-14 July 29, 2008 Page 3 21. Add Detail Plates 3107 and 5215. 22. The northern driveway must be either shifted to the south to remain on the site being developed or secure a private drive easement from the property to the north. Enclosed is a site plan agreement that must be executed by Eden Trace Corporation. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) 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 December 26, 2008). The required security specified in the site plan agreement ($5,000.00) shall be submitted prior to the City issuing a building permit. A copy of the executed agreement will be returned for your files. If the northern driveway is to remain across Lot 4, Block 2, Chanhassen West Business Park, a cross -access easement will need to be executed and recorded. Please provide this document to the City to be recorded with a $50.00 recording fee. The City will submit all the necessary documents to Carver County for recording of the site plan. The City may not issue a building permit for this project until the developer for Chanhassen West Business Park completes the storm water improvements required by Carver County. If you have any questions or need additional information, please contact me at (952) 227-1131 or bizenerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner RG:ktm ec: Kate Aanenson, Community Development Director Joe Shamla, Project Engineer Jerry Mohn, Building Official Enclosures gAplan\2008 planning cu\08-14 CW 1IMpproval letta.dm CITY OF CHANHASSEN SITE PLAN PERMIT #08-14 SPECIAL PROVISIONS AGREEMENT dated July 28, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, (the "Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 30,500 square -foot, one-story office/warehouse building (referred to in this Permit as the "project"). The land is legally described as Lot 3, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: • Site Plan prepared by Houwman Architects, dated 05/23/08. Plan B: Grading, Drainage and Erosion Control Plan prepared by McCombs Frank Roos Associates, Inc., dated 05/23/08. Plan C: Landscaping Plan prepared by McCombs Frank Roos Associates, Inc., dated 05/23/08. Plan D: Utility Plans prepared by Houwman Architects and McCombs Frank Roos Associates, Inc., dated 05/23/08. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 30, 2009. 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: Mark Undestad Eden Trace Corporation 8156 Mallory Court 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 30,500 square -foot, one-story office/warehouse building, subject to the following conditions: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The developer shall provide exterior benches and/or tables. c. One additional parking stall shall be provided. d. At least six of the parking stalls located east of the building shall be relocated to the side of the building. e. The developer shall provide a pedestrian connection from the site to the sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs along this pathway. f. The plan specifications shall be revised to incorporate high pressure sodium vapor lamps instead of the metal halide lamps g. A three-foot clear space around fire hydrants shall be provided. Fire Code sec. 5085 h. Nothing shall be placed near fire hydrants or fire department inlet connections that would deter or hinder from gaining immediate access. Fire Code sec. 508.5.4 i. No PIV (post indicator valve) will be required. j. Contact Fire Marshal for location of "No Parking Fire Lane" signs, and curbing to be painted yellow. k. Park fees in the amount of $31,387.67 shall be paid at the time of building permit issuance. 1. The buildings are required to have an automatic fire extinguishing system. m. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. n. Retaining walls four feet high or higher require a building permit and must be designed by a structural engineer registered in the State of Minnesota. o. The applicant shall increase the inside width of all islands and/or peninsulas to 10 feet or greater. p. Tree preservation fencing is required to be installed prior to any construction along the north and west property lines. q. On the Grading plan: 1) Show the existing contours on the east side of the site. Provide spot elevations of the driveway connections. 2) Show NWL and HWL on the pond. 3) Add benchmark. 4) Reduce slope on the southern drive. r. Encroachment agreements will be needed.prior to building permit issuance for any driveway or retaining wall in the drainage and utility easement. s. On the Utility plan: 1) Provide details of each utility crossing. 2) Add cleanout to the sanitary sewer service. 3) Add note to notify City of Chanhassen Utility Department 48 hours prior to connecting to the watermain (952-227-1300). 4) Watermain must be looped around the building. This watermain shall be privately owned and maintained. t. Show location of heavy duty versus light duty pavement sections. 3 u. Add Detail Plates 3107 and 5215. v. The northern driveway must be either shifted to the south to remain on the site being developed or secure a private drive easement from the property to the north. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. El CrrY OF CHANHASSEN U10 Thomas A. Furlong, Mayor Todd Gerhardt, City Manager M Its STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 12008, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2008 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 day of NOTARY PUBLIC 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 Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the 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 warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims 0 made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local 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. R 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. 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 7 not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal constriction 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. k 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. F:? 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 2008 LM STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2008, by OGJ- 1: DRAFT® BY: City of Chanhass 7700 Market Boulevard R O. Box 147 Chanhassen, MN 55317 (952)227-1100 A, . 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 2008. 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 CITY OF CHANIIASSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax 952.227.1170 Finance Phone: 952.227.1140 Fax 952.227 1110 Park & Recreation Phone: 952.227 1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227,1404 Planning & Natural Resources Phone: 952.227 1130 Fax: 952.227 1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227,1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 c6 -1q MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: July 28, 2008 ©W SUBJ: Amend PUD - Chanhassen West Business Park Site Plan Approval — CW III Planning Case 08-14 PROPOSED MOTIONS "The Chanhassen City Council approves the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000." And, "The Chanhassen City Council approves the Site Plan for Planning Case #08- 14 for a 30,500 square -foot, one-story office/warehouse building, plans prepared by Houwman Architects and McCombs Frank Roos Associates, Inc., dated 05/23/08, subject to conditions 1 through 22 on pages 11-13 of the staff report dated July 1, 2008. City Council also adopts the attached findings of fact." City Council approval requires a simple majority vote of City Council. EXECUTIVE SUMMARY The developer is requesting a Planned Unit Development amendment for Chanhassen West Business Park to increase the overall development building area by 15,000 square feet from 350,000 square feet to 365,000 square feet. The developer is also requesting site plan approval for a one-story, 30,500 square -foot, multi -tenant, office warehouse building. PLANNING COMMISSION SUMMARY Web site www.ci.chanhassen.mn.us The Planning Commission held a public hearing on July 1, 2008 to review the proposed project. The Planning Commission voted five for and none against motions recommending approval of the proposed PUD amendment and site plan. The Planning Commission did not have any issues or concems with the proposed development. The Planning Commission minutes are item la in the July 28, 2008 City Council packet. 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. Todd Gerhardt July 28, 2008 Page 2 Staff had the speed trailer placed on Galpin Boulevard on June 25, 2008 and July 1, 2008, to document if there was a speed issue along the roadway. In addition, the sheriffs office provided additional radar patrol along Galpin Boulevard. In no instance was there a preponderance of vehicles speeding in the area. Speeds were within five miles of the posted speed limit for 89.7% and 97.7% of the time the speed trailer was in place. If requested, staff will continue to monitor speeds in the area. RECOMMENDATION Staff and the Planning Commission recommend adoption of the motions as specified on page 1I- 13 in the staff report dated July 1, 2008 approving the project as well as adoption of the attached findings of fact. ATTACHMENTS 1. Ordinance Amending the Chanhassen West Business Park PUD Design Standards. 2. Galpin Boulevard Speed Assessment. 3. Planning Commission Staff Report Dated July 1, 2008. g1plan\2008 planning cases\08-14 m-iii\executive summary.dm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING A PLANNED UNIT DEVELOPMENT CHANHASSEN WEST BUSINESS PARK THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Chanhassen West Business Park Planned Unit Development Design Standards, Section d. Development Standards Tabulation Box, subsection 1 as follows: 1. Building Area Building Square Footage Breakdown Use Percent Total Square Feet Office 30% 109,500 Light Industrial/Warehouse 70% 255,500 Total (Maximum) 365,000 The actual use percentages and square footage totals may vary provided that the total building square footages are not exceeded. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 28b day of July, 2008. ATTEST: Todd Gerhardt, Clerk/Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on 2008.) gAplan\2005 planning cases\05-23 chanhassen west business parklordinance pud amendment total building area.doc Galpin Boulevard Speed Assessment To date the following information has been collected regarding traffic speeds on GaIpin Blvd, between Hwy 5 and Lyman Blvd. Speed trailer results from 6/25/08-5EE ATTACHMENT Speed limit is 45 MPH Percentile Speeds 10% 15% 50% 85% 90% 41.1 41.7 45.6 49.5 50.2 Radar Patrol Results — Conducted by the Carver County Sheriff's Office Deputies did not reveal their position to approaching motorists, in order to capture accurate speed data. 6/24/08 One vehicle was recorded at a speed of 58 MPH. No other vehicles were recorded traveling faster than 50 MPH. 6/25/08 Beginning at 12:30 p.m., radar patrol was conducted intermittently for 1 hour, 25 minutes. The top speed recorded was 50 MPH. 7/01/08 At 9 a.m., radar patrol was conducted for 1 hour, 10 minutes. One vehicle was stopped for a speed of 55 MPH. All other vehicles speeds recorded were under 50 MPH. Upon request, traffic assessment will continue to capture traffic data for early morning or late afternoon/evening activity. Citv of Chanhassen Law Enforcemetn Speed Trailer Report Location : Galpin Blvd and bridle creek c Dir & Spd : Traffic going South Bound 45mp Site: Date: 06/25/08 Title3 Direction Begin Total 1-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65.69 70-99 Avg Time MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH 01:00 # t • • ! ! • t i • • ! i R # 02:00 • • « a • i ♦ ! • • ! • • a t 03:00 • • • s • s • • s a Y t t ♦ + 0400 • ♦ • • Y i • « Y • Y 006:00 i i i ! i • • • • i • « t i + C5:0/�0 06 :W • Y • • ♦ i Y Y • i ! ♦ t + i 07:00 i R t • t • • • i i i ! i • + 08:00 Y �' i t • Y + • • Y + i ! • # 09•00 Y # • • Y • i R i • # • • + 10:00 49 0 0 0 0 0 0 17 26 6 0 0 0 0 46 11:00 61 0 0 0 0 0 0 40 19 2 0 0 0 0 44 12:PM 61 0 0 0 0 0 0 22 31 7 1 0 0 0 46 01:00 54 0 0 0 0 0 0 26 22 6 0 0 0 0 45 02:00 66 0 0 0 0 0 0 28 32 6 0 0 0 0 45 03:00 19 0 0 0 0 0 0 6 9 4 0 0 0 0 46 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:0M0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07.00 • Y i • a i i Y a • i + i 4 # 08:00 ♦ t Y Y Y i ♦ • i f + • • i 09:00 • s • ♦ s s i « ! s • + Y 10:00 • • ♦ # i Y • s a Y + + Y s s 11:00 s t r ! • ! • Y t + + • « # i Daily 310 0 0 0 0 0 0 139 139 31 1 0 0 0 45 Totals Percent 0.0 0.0 0.0 0.0 0.0 0.0 44.8 44.8 10.0 0.3 0.0 0.0 0.0 of Total Percentile Speeds 100/0 15% 50% 85% 90% 41.1 41.7 45.6 49.5 50.2 IO MPH PaceSpeed : 40-50 Number in pace m 278 %in pace 89.7 Speed Exceeded 45 MPH 55 MPH 65 MPH Percentage 55.2 0.3 0.0 Totals 171 1 0 Data File: $'IM$0001 Printed: 6/252008 Page: 1 Number of Vehicles (Wednesday) Speed vs. Volume 14 19 24 29 34 39 44 49 54 59 64 69 999 Speed Bins (MPH) Citv of Chanhassen Law Enforcemetn Speed Trailer Report Location : Galpin Blvd Dir & Spd : Traffic going South Bound 45mp Site: Date: 07/02/08 Title3 Direction: Begin Total 1-14 IS -19 20-24 25-29 30-34 35-39 40-44 4549 50-54 55-59 60-64 65-69 70-99 Avg Time MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH 01:00 • » • r t t i R » x # t t » } 02:00 Y Y • } Y Y s Y t r } • r t t 03:00 04:00 Y • » t ; i • • r • t } • t Y 05:00 # • # } • } # } # t ; Y } • } 06:00 • Y » Y • x y » Y x # # ♦ Y x 07:00 49 0 0 0 0 0 0 38 9 2 0 0 0 0 43 08:00 26 0 0 0 0 0 0 21 4 1 0 0 0 0 43 09:00 35 0 0 0 0 0 0 31 4 0 0 0 0 0 43 10:00 38 0 0 0 0 0 0 27 10 I 0 0 0 0 44 11:00 43 0 0 0 0 0 0 36 7 0 0 0 0 0 43 12:PM 29 0 0 0 0 0 0 23 5 1 0 0 0 0 43 01:00 38 0 0 0 0 0 0 30 7 0 0 1 0 0 43 02:00 6 0 0 0 0 0 0 6 0 0 0 0 0 0 42 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 Y • } } t • t t i ; • • • • R 07:00 x i ; i r ; Y • • » t t R % Y 08:00 t y Y t Y t t t ; i • ; i t } 09:00 x * x • • } s i s i r s x 10:00 11:00 r t r t r Y t • t i • • R } ; Dail- 264 0 0 0 0 0 0 212 46 5 0 1 0 0 43 Totals Percent 0.0 0.0 0.0 0.0 0.0 0.0 80.3 17.4 1.9 0.0 0.4 0.0 0.0 of Total Percentile Speeds 10% 15% 50% 85% 90% 40.6 40.9 43.1 46.4 47.8 10 MPH Pace Speed : 40-50 Number in pace 258 %in pace 97.7 Speed Exceeded 45 MPH 55 MPH 65 MPH Percentage 19.7 0.4 0.0 Totals 52 1 0 Data File: SIMS0001 Printed: 7r22008 Page: t Number of Vehicles (Wednesday)' Speed vs. Volume 14 19 24 29 34 39 44 49 54 59 64 69 999 Speed Bins (MPH) PROPOSED MOTION: The Chanhassen PlwmiRg GeffHnissiaa repommends 6at City Council approves the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000. And, The Chanhassen City Council approve the Site Plan for Planning Case #08-14 for a 30,500 square -foot, one-story office/warehouse building subject to conditions 1 through 22 of the staff report. SUMMARY OF REQUEST: The developer is requesting the following: • Planned Unit Development amendment for Chanhassen West Business Park; • Site Plan Approval for a 30,500 square -foot, one story, multi -tenant officelwarehouse building. LOCATION: 2451 Galpin Court (Lot 3, Block 2, Chanhassen West Business Park) APPLICANT: Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 (952)361-0722 MarkAedentrace.com PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Office/Industrial ACREAGE: 2.82 -acre DENSITY: F.A.R.: 0.25 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving amendments to PUD's because the City is acting in its legislative or policy making capacity. An amendment thereto must be consistent with the City's Comprehensive Plan. 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. Location Map (Subject Property Highlighted in Yellow) CW -III PUD Amendment/Site Plan Review 2451 Galpin Court Planning Case 2008-14 scmmw CW -111 Planning Case 08-14 July 1, 2008 Page 2 The public hearing notice has been mailed to property owners within 500 feet of the proposed development. PROPOSAL/SUMMARY The developer is requesting a Planned Unit Development amendment for Chanhassen West Business Park to increase the overall development building area by 15,000 square feet from 350,000 square feet to 365,000 square feet. This amendment will provide sufficient flexibility for the final two lots to develop at reasonable intensity relative to the lot sizes. The developer is also requesting site plan approval for a one-story, 30,500 square -foot, multi -tenant, office warehouse building. The site is located in the center of the Chanhassen West Business Park Planned Unit Development. To the north, across the access for the Minger and Outlet buildings, is the common open space for the development. East, across Galpin Court, is the parking lot for the Waytek building as well as the remaining vacant lots within the development. To the southeast is an existing 50,000 square - foot office/warehouse building. To the west across an area of preserved trees is the Minger building. Y�Y Water and sewer service was provided to the site as part of the Chanhassen West Business Park development. Access to the site is from Galpin Court. The site originally contained a steel warehouse -type building used for the contractor's yard that formerly occupied the site. This site has been used for dirt storage for grading that has been undertaken with the overall development of the property. Staff received a call from a Trotters Ridge (neighborhood north of the project) resident who is strongly opposed to this project. Her concern was excessive traffic and speeding on Galpin Boulevard. Staff has contacted Crime Prevention Specialist Beth Hoiseth and the Carver County Deputies to look into this issue. The resident, as part of the original project approval, was adamant that the access to the project be from Lyman Boulevard as opposed to Galpm Boulevard. Subject to the revisions recommended in this report, the proposed development complies with all zoning regulations, PUD standards and site plan review requirements and is consistent with the CW -III Planning Case 08-14 July 1, 2008 Page 3 Comprehensive Plan. Staff is recommending approval of the PUD amendment and site plan review subject to the recommended conditions of approval. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII, Planned Unit Development District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chanhassen West Business Park Development Design Standards BACKGROUND On April 10, 2006, the Chanhassen City Council approved the following: • The Chanhassen West Business Park PUD Amendment for a 20 -foot parking setback from Lyman Boulevard right-of-way for Lots 1 and 2, Block 2, Chanhassen West Business Park. • Site Plan #06-11 for a 49,105 square -foot office./warehouse building for the site immediately to the south of the site under review. On September 29, 2005 the Chanhassen City Council approved the final plat for Chanhassen West Business Park creating 8 lots, 3 outlots and associated right-of-way for public streets. On August 22, 2005, the Chanhassen City Council approved the following: • Rezoning of the property located within the Chanhassen West Business Park from Agricultural Estate District (A-2) to Planned Unit Development (PUD); • Preliminary Plat for Chanhassen West Business Park, plans prepared by Schoell & Madson, Inc., dated June 17, 2005; and • Wetland Alteration Permit to fill and alter wetlands within the development, plans prepared by Schoell & Madsen, hic., dated June 17, 2005. On August 12, 1996, City Council denied a Land Use Map Amendment #95-1b from Office/Industrial to Residential Medium Density for the northerly 22.6 acres, conceptual and preliminary approval of PUD #96-2, preliminary plat approval for 23 lots and associated right- of-way, Site Plan Review #96-5 approval for 140 townhouse units, and Wetland Alteration Permit #95-2b. In the summer of 1995, Scherber Partnership Properties requested a land use map amendment from Office/Industrial to Residential - Low Density, a rezoning to Single Family Residential, CW -III Planning Case 08-14 July 1, 2008 Page 4 RSF, and preliminary plat approval to permit 59 single-family lots. City staff recommended denial of the land use map amendment and consequently the rezoning and subdivision. The Planning Commission voted unanimously to recommend denial of the development, and the City Council tabled the item, with the consent of the applicant, to permit staff and the applicant to work out a compromise for the development of the parcel. However, in February, 1996, the applicant formally withdrew the development application. On February 13, 1987, City Council approved CUP #87-1 for a landscape contractor's yard and a wholesale nursery and a variance to permit a contractor's yard within one mile of an existing contractor's yard (on the same property). On November 19, 1984, City Council approved a Conditional Use Permit (CUP), #84-13, to permit a contractor's yard for R & W Sanitation on the southeasterly 32 acres of the site. Such approval included the storage and repair of garbage trucks. The property was zoned R -IA, Agricultural Residence District. On November 19, 1984, City Council also approved CUP #84-14 for a contractor's yard to include the storage and repair of construction equipment. In April, 1982, the property owner, Volk, applied for a building permit to reconstruct a pole barn which had collapsed due to heavy snow. The building permit was denied because the storage and repair of excavating equipment in the pole barn was not a permitted use in the R -IA district at that time. Mr. Volk petitioned the Council on May 17, 1982 to issue the building permit. The City Council approved the issuance of the building permit subject to Mr. Volk applying for a rezoning request from R -IA to I-1. Mr. Volk made an application for the rezoning and a comprehensive land use plan amendment. On June 25, 1982, Planning Commission recommended denial of the request. City Council considered the request on October 4, 1982. The Council tabled the item until staff completed a survey of all contractors' yards as well as other non -conforming uses in the city. City Council amended the Zoning Ordinance to allow contractor's yards as CUPS in the R- IA zone on August 20, 1984. On November 12, 1980, a rezoning request from R -IA to I-1 on the parcel was considered by the Planning Commission. At that meeting, the request was revised to an ordinance amendment to permit contractors' businesses and storage yards as conditional uses in the R-lA district. The Planning Commission recommended denial of the request. City Council subsequently denied the request on January 5, 1981. The applicant is requesting an amendment to the development design standards to increase the overall development building area 15,000 square feet from 350,000 square feet to 365,000 square feet. Since the proposed change in total square footage is less than five percent of the permitted CW -III Planning Case 08-14 July 1, 2008 Page 5 building area, the proposed amendment is considered a minor amendment pursuant to section 20- 507 (c) (3) of the Chanhassen City Code. As can been seen by the building square footages compliance table below, the majority of the difference between the originally approved development standard and the proposed change occurred with the approval of the Waytek building. The additional building square footage was used in the creation of a mezzanine level, which provides additional storage area for the building. COMPLIANCE TABLE The proposed amendment does not substantially change the trip generation of the development (potentially increasing total daily trips by 191 trips, based on a Business Park classification, Trip Generation a Addition. Institute of Transportation Engineers, 1997), nor raise the overall size of the development above the threshold (450,000 square feet) which would require the project to perform a mandatory Environmental Assessment Worksheet. Staff is recommending that the PUD amendment be approved as outlined below in a strike-through/bold format. d. Development Standards Tabulation Box 1. Building Area PUD Bldg. Site Lot Lot Area Building area area Estimate Site coverage Coverage (acres) (sq. ft.) F.A.R. 0.28 (acres) ("fin) s . ft. Lot 3+ pt 1 & 2,13 1 7.4 110,000 97,300 5.1 69 (Wa ek Pt Lot 1 & 2, 2.65 30,000 est. 25,300 1.85 70 B1 Lot 1, B 2 (BI SNAP) 3.8 50,000 46,500 2.66 70 Lot 2, B2 (Buil ding 2) 3.32 46,152 40,300 2.65 80 Lot 3, B2 IED 2.85 30,500 34,800 1.96 68 Lot 4, B2 5.0 49,700 61,400 3.1 62 (Minger) Lot 5, B2 3.58 48,000 43,700 2.5 70 Outset Outlot C 3.8 0 0 0 0 Total 32.4 364,352 349,300 19.82 61 The proposed amendment does not substantially change the trip generation of the development (potentially increasing total daily trips by 191 trips, based on a Business Park classification, Trip Generation a Addition. Institute of Transportation Engineers, 1997), nor raise the overall size of the development above the threshold (450,000 square feet) which would require the project to perform a mandatory Environmental Assessment Worksheet. Staff is recommending that the PUD amendment be approved as outlined below in a strike-through/bold format. d. Development Standards Tabulation Box 1. Building Area CW -III Planning Case 08-14 July 1, 2008 Page 6 Building Square Footage Breakdown Use Percent TotalSquare Feet Office 30% --95;-000 109,500 Light Industrial/Warehouse 70% 245;000 255,500 Total (Maximum) 330;090 365,000 The actual use percentages and square footage totals may vary provided that the total building square footages are not exceeded. 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. Building height shall be limited to 3 stories or 40 feet, except for Lot 5, Block 2 (lot 5) and Lot 3, Block 1 (lot 6) which shall have a building height limit of 2 stories and 30 feet, including parapet. GENERAL SITE PLAN/ARCHITECTURE The applicant is requesting site plan approval for a 30,500 square foot, one-story officelwarehouse building on the 2.85 acre site. Access to the site will be via two driveways to the property from Galpin Court. CW -Ill Planning Case 08-14 July 1, 2008 Page 7 ARCHITECTURAL COMPLIANCE Size Portion Placement Building entrances are located at the front comer of each of the proposed units and are highlighted by raised parapets and entrance canopies. The building facade steps out with each unit, following the curve of the street. Material and Detail Building material consists of rock -faced and burnished concrete block. Block colors include egg shell, hickory and mojave. The primary building material is the mojave block. Vertical and horizontal elements as well as decorative tiles are in egg shell. Hickory blocks serve as the base for the column elements and the sill and header for the windows. A corbelled top of wall at the parapet includes bands of hickory, egg shell and mojave bands. Green metal canopies cover each of the entrances with green window frames and a coping at the top of the entrance parapets. Height and Roof Design Building height is 24 feet with a 2 -foot parapet around the perimeter of the building. Entrance parapets are raised above the roof parapet. A rounded metal canopy covers the unit entrances. Mechanical equipment is screened through its placement and the use of low -profile units. Facade Transparency The front elevation includes storefront -type windows in groupings of three windows. Each of the five units has its own enhanced entrance feature. Total fenestration along the east elevation is 55 percent, which exceeds the City ordinance requirement of 50 percent. Windows include hickory colored header and sill block. Site Furnishing Each development is required to provide community features. Community features may include: landscaping, lighting, benches, tables. The developer should incorporate exterior benches and/or tables in the patio area to the south of the southerly unit. The developer should also provide a CW -III Planning Case 08-14 July 1, 2008 Page 8 pedestrian connection from the site to the sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs along this pathway. Loading Areas, Refuse Area, etc. The primary loading areas are located at the rear of the building, except for bay 5 which is located on the south end of the building, behind the utility room and trash enclosure. A trash enclosure is provided on the south end of the building. Landscaping Minimum requirements for landscaping include 2,438 square feet of landscaped area around the parking lot, 5 landscape islands or peninsulas, 9 trees for the parking lot, and bufferyard plantings along the property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 2,438 square feet 37,305 square feet Trees/ parking lot 9 overstory trees 17 overstory trees Islands/parking lot 5 islands or peninsulas 7 islands/peninsulas The applicant meets minimum requirements for trees and peninsulas in the parking lot area. However, the inside width of the peninsulas does not meet city code. All peninsulas and islands must have an inside width of at least 10 feet. The applicant generally meets minimum requirements for bufferyard plantings along the east and south property lines. In the east bufferyard, the applicant could switch two of the proposed overstory trees to understory trees in order to meet ordinance requirements, but staff finds the current proposal acceptable. Existing woods along the north and west property lines provides satisfactory bufferyards in those areas. Lot Frontage and Parking Location The site fronts on Galpin Court. Parking is provided on three sides of the building with truck parking to the rear. One additional parking stall is required for the project. No more than 50 Required plantings Proposed plantings Bufferyard C -east property line, 7 overstory trees 15 overstory trees 340' length 17 understory trees 15 understory trees 23 shrubs >23 shrubs Bufferyard B - south property 4 overstory trees 10 overstory trees line, 420' 8 understory trees 22 understory trees 17 shrubs >17 shrubs The applicant generally meets minimum requirements for bufferyard plantings along the east and south property lines. In the east bufferyard, the applicant could switch two of the proposed overstory trees to understory trees in order to meet ordinance requirements, but staff finds the current proposal acceptable. Existing woods along the north and west property lines provides satisfactory bufferyards in those areas. Lot Frontage and Parking Location The site fronts on Galpin Court. Parking is provided on three sides of the building with truck parking to the rear. One additional parking stall is required for the project. No more than 50 CW -III Planning Case 08-14 July 1, 2008 Page 9 percent of the parking shall be between the front fagade of the principal building and the primary street. At least six of the parking stalls located east of the building should be relocated to the side of the building. There is sufficient space on the south side of the building to relocate parking spaces between the drive aisle and the south property line. GRADING & DRAINAGE The site was mass graded with the Chanhassen West Business Park development. Minor grading modifications are required for the proposed building and parking area. The first floor elevation of the building is consistent with the final grading plan. Runoff from the site will be conveyed via private storm sewer to the pond located in the southwest corner of Chanhassen West Business Park. The pond has been excavated and has the capacity to treat the runoff generated from this site. RETAINING WALLS The plan identifies a retaining wall at the northwest corner of the building. This retaining wall is approximately 420 feet in length with a maximum height of approximately 7 feet. An encroachment agreement is required for the installation of the retaining wall in the City's drainage and utility easement. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. UTILITIES Lateral sanitary sewer and watermain were installed within Galpin Court in conjunction with the Chanhassen West Business Park development. There are two 8 -inch watermain stubs to the south end of the property. These stubs are in place to create a watermain loop. A watermain loop was also shown on the west side of the building on the preliminary plat. This watermain must loop around the west side of the building. The watermain must follow City Specifications for testing prior to connection. A 6 -inch sanitary service has been stubbed to this parcel. All utilities installed with this site plan shall be privately owned and maintained. Sanitary sewer and water hookup for this site were previously assessed and paid. STREETS AND ACCESS Galpin Court was constructed with the Chanhassen West Business Park development. The proposed building will access Galpin Court at two access points. The northern driveway must be either -shifted to the south to remain on the site being developed or secure a private drive easement from the property to the north. If the developer chooses to keep the drive in the CW -III Planning Case 08-14 July 1, 2008 Page 10 location shown on the plans, an encroachment agreement will be needed for building the drive within the drainage and utility easement. LIGHTING/SIGNAGE The developer is proposing three light poles on the east side of the site. Decorative, shoe box fixture (high pressure sodium vapor lamps) with a square ornamental pole shall be used throughout the development for area lighting. Wall -mounted lighting is proposed on the south, west and north sides of the building. The plan specifications need to be revised to incorporate high-pressure sodium vapor lamps instead of the metal halide lamps. The building elevations show areas for wall signage above each unit entrance. A monument sign is permitted for the site. The monument sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. Separate sign permits are required for each sign. PARKS & OPEN SPACE A portion of the Park Dedication Fees, $40,150, was paid in cash with the final plat with the remaining balance of $319,350 being paid with the building permit based on the lot area. The balance of the park fees were apportioned to the individual lots to be collected at the time of building permit issuance. The park fees payable with the building permit shall be $31,387.67. COMPLIANCE TABLE PUD CW -III Building Building Height 3 stories 1 story 40 feet 24 feet Building Setback N - 0' E - 25' N - 50' E - 96' W -0'S-0' W -38'S-82' Parking Stalls 66 stalls 65 stalls (Office 5/1,000 with 10,160 sq. ft. of office equals 51 stalls. Warehouse 1/1,000 for first 10,000, then l/ 2,000 thereafter with sq. ft. of warehouse equals 15 stalls.) Parking Setback N - 0' E-20' N - YE - 20' W-0' S-0' W -8'S-22' Hard Surface Coverage 700/a 70% Lot Area 1 acre 2.82 acres Alm "11 Planning Case 08-14 July 1, 2008 Page 11 MISCELLANEOUS The buildings are required to have an automatic fire extinguishing system. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. RECOMMENDATION Staff and foeommemds that the Planning Commission recommend that City Council adopt the following motions and adoption of the attached findings of fact and recommendation: A. "The Chanhassen Planning GewAnissisn raesmmends that City Council approves the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000. m B. "The Chanhassen City Council approves the Site Plan for Planning Case #08-14, for a 30,500 square -foot, one-story office/warehouse building, plans prepared by Houwman Architects and McCombs Frank Roos Associates, Inc., dated 05/23/08, 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 developer shall provide exterior benches and/or tables. 3. One additional parking stall shall be provided. 4. At least six of the parking stalls located east of the building shall be relocated to the side of the building. 5. The developer shall provide a pedestrian connection from the site to the sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs along this pathway. 6. The plan specifications shall be revised to incorporate high pressure sodium vapor lamps instead of the metal halide lamps 7. A three-foot clear space around fire hydrants shall be provided. Fire Code see. 5085 CW -III Planning Case 08-14 July 1, 2008 Page 12 8. Nothing shall be placed near fire hydrants or fire department inlet connections that would deter or hinder from gaining immediate access. Fire Code sec. 508.5.4. 9. No PIV (post indicator valve) will be required. 10. Contact Fire Marshal for location of "No Parking Fire Lane" signs, and curbing to be painted yellow. 11. Park fees in the amount of $31,387.67 shall be paid at the time of building permit issuance. 12. The buildings are required to have an automatic fire extinguishing system. 13. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 14. Retaining walls four feet high or higher require a building permit and must be designed by a structural engineer registered in the State of Minnesota. 15. The applicant shall increase the inside width of all islands and/or peninsulas to 10 feet or greater. 16. Tree preservation fencing is required to be installed prior to any construction along the north and west property lines. 17. On the Grading plan: a. Show the existing contours on the east side of the site. Provide spot elevations of the driveway connections. b. Show NWL and HWL on the pond. c. Add benchmark. d. Reduce slope on the southern drive. 18. Encroachment agreements will be needed prior to building permit issuance for any driveway or retaining wall in the drainage and utility easement. 19. On the Utility plan: a. Provide details of each utility crossing. b. Add cleanout to the sanitary sewer service. c. Add note to notify City of Chanhassen Utility Department 48 hours prior to connecting to the watermain (952-227-1300). CW -III Planning Case 08-14 July 1, 2008 Page 13 d. Watermain must be looped around the building. This watermain shall be privately owned and maintained. 20. Show location of heavy duty versus light duty pavement sections. 21. Add Detail Plates 3107 and 5215. 22. The northern driveway must be either shifted to the south to remain on the site being developed or secure a private drive casement from the property to the north." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Plan. 4. Reduced Copy Floor Plan. 5. Reduced Copy Building Plan. 6. Reduced Copy Grading Plan. 7. Reduced Copy Utility Plan. 8. Reduced Copy Landscape Plan. 9. Reduced Copy Landscape Details. 10. Chanhassen West Business Park Development Design Standards. 11. Public Hearing Notice and Mailing List. gAplanUO08 planning cases\08-14 cw-w\slaff report cw iii.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION II ' Application of Eden Trace Corporation On July 1, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation for a Planned Unit Development amendment for Chanhassen West Business Park to increase the overall development building square footage from 350,000 square feet to 365,000 square feet; and site plan approval for a one- story, 30,500 square -foot office warehouse building. The Planning Commission conducted a public hearing on the proposed Planned Unit Development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2_ The property is guided in the Land Use Plan for Office/Industrial uses. 3. The legal description of the property is: Chanhassen West Business Park, and Lot 3, Block 1, Chanhassen West Business Park. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed amendment has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed amendment compatible with the present and future land uses of the area. c) The proposed amendment conforms with all performance standards contained in the Zoning Ordinance. d) The proposed amendment will not tend to or actually depreciate the area in which it is proposed. e) The proposed amendment can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation due to the proposed amendment is within capabilities of streets serving the property. 5. Site Plan Review a) The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed project is consistent with the Site Plan Review requirements of City Code; c) The proposed project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d) The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed project creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #08-14 dated July 1, 2008, prepared by Robert Generous, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the Planned Unit Development amendment increasing the overall building square footage from 350,000 to 365,000 square feet and site plan review for a one-story, 30,500 square -foot, multi -tenant officetwarehouse building, Planning Case #08-14. ADOPTED by the Chanhassen Planning Commission this V day of July, 2008. CHANHASSEN PLANNING COMNUSSION M Its Chairman 3 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION and Address: Phone: 4S236/ o7zz- Fax: 9S2 361 077-3 Email: Corn Planning Case No. V b � / cir ( OF CHANHASSEN RECEIVED MAY 3 0 2008 CHANHASSEN PLANNING DEPT Owner Name and Address: C_ Lt,P RIS NtQtl�� Co�a('t Contact: Mork tJ,Jcsdsk Phone: -45'z 3u 672.Z Fax: 252-3116t o7z3 Email: Ma✓k a edcA -mce , ce/k 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 YPlanned Unit Development' 106 Rezoning Sign Permits Sign Plan Review 4— 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 _ X Notification Sign — $200 (City to install and remove) X Escrow for F" Fees/A@omey Cost" 50 CUP SPRJVACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEES I I 50� 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 NAME: cw-= LOCATION: Loi 3 tJIoc( 2 Rwt gess LEGAL DESCRIPTION AND PID: a TOTAL ACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: .�15 -d d `t l a. as YES -T NO F vs�, PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. 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 Owners 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. 5 - 30- LAS Signature of Applicant Date 5 -3�-meg Signature of Fee Owner Date G:tplanlform0eve4opment Review Application.DOC Rev. 1/08 SCANNED �i $ . w - s , Jg ` ) § : s)\ q 5 ap 2 q ! (,e A, !R ! I MI cl) , ( i IIE.1 E i e°l �1 1 iA' EYl[c 1: y 1 Q 9 EE �1 lA9i l.. t I I 9 6 g� 1 9Ai-• ttf iEA !• �!�'t i' i i9 i i IE� : Ctii 1 ° iA :k9 fib!I !,ie:si l;y l�!ll s{.l ,l� 11110:! i HIM How 11ill i e i:1.t 1 e 11q I I t I a = 91Ii' l,11yN l 9Ai will { � � A pillh., gill' El g! 1 F: ll a `{ i g 9 @ l till' 6! il'9li i'i ll{:j• Ei6NB 'i€i�li i! giF`, gl�l !l F{{9 AA i3 A @ Ill Hi:{ !ll FEED eii lii{111111 li !6 !A: f I'll .AA Illi:. €111!11 ! . sill : 1.31111 8 A ins 1°iF� EE iliii ! ! HlFAj !9 ,illil 9�sl ,I'll" 6`1li l!- 9 1B1l,,l [ElEils A� °jAgAg,I t igHg 1 !�� dill Cf Y2a ,,I ' Ea'3 ..�'-'b{fI@@E ■■ jW w At1l EFE EE ems` 6 E klg, yy i i y mam Y c�a as mill +a liiI . 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SE� b� �� a� ➢4 a 2G S, � ; 8 6�5#iW� i m R i a F g ip tl ! 9 1 p z Fa o Sil dO0 3 B Ea IRI1"( s;h 1 I��g �5 I�F:N T K _ a= \ a / to: r 5$.- i 9 S e E f 7{ =n3s V 3 E II CL I' p �7 W U W 2 J W •.� {r 35 i — G tl� $ �s3a �rzi u€ tl a: 9 i gg e E 1 c i a� i €& tlg i a 6 � g 1 6. 8 p Ek ell `d� @s at OWN 01) (( gg p$ 2Gj CCC b. � � 3 � tli' �iC➢ @@@@@3 �f � � K� S g}E � ! fg¢ � J i i? SE� b� �� a� ➢4 a 2G S, � ; 8 6�5#iW� i m R i a F g ip tl ! 9 1 p z Fa o Sil dO0 3 B Ea IRI1"( s;h 1 I��g �5 I�F:N T K _ a= \ a / to: r 5$.- i 9 S e E f 7{ =n3s V 3 E II 4 6 w gg v w °zt At N °� E � i E A A E g 9� Ft ty jA2� a i e� I� •jg� �� a�@ °� E � i E A A E g 9� Ft ty jA2� a i e� •jg� �� a�@ °� E � i E A A E g 9� ty t{ o a � a• la ° °'d it N _ $� "Rill ------ -- --056---' ------ —� 94 U -u_ I -�1-111-��-�� m W a a� s LU a� J - II 1 { Ig c€ � Pe g�ea {�a41y "s. o /� I� �gg �y5 �g �g I Rg 9gg Ygg ^ C ai [ C t [ i [ `4°�• o /� Approved 08/22/05 Amended 04/10/06 CHANHASSEN WEST BUSINESS PARK DEVELOPMENT DESIGN STANDARDS Staff is proposing the following development standards govern the development of the property. Development Standards a. Intent The propose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. Shared parking may be used within the development. b. Permitted Uses The permitted uses in this zone shall be limited to light industrial, warehousing, and office as defined below. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. Light Industrial - The manufacturing, compounding, processing, assembling, packaging, or testing of goods or equipment or research activities entirely within an enclosed structure. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. Conferences/Convention Center - establishments designed to accommodate people in assembly, providing conference and meeting services to individuals, groups, and organizations. Contractor yard - means any area or use of land where vehicles, equipment, and/or construction materials and supplies commonly used by building, excavation, roadway construction, landscaping and similar contractors are stored or serviced. A contractor's yard includes both areas of outdoor storage and areas confined within a completely enclosed buildings used in conjunction with a contractors business. Must comply with the following standards: (1) Equipment and supply storage must be screened or enclosed. Screening shall comply with Buffer Yard D and F4 Fencing as specified in Chapter 20 of the Chanhassen City Code.. (2) Vehicles/Equipment shall be stored within an enclosed or screened area. (3) No unlicensed or inoperable vehicle/equipment shall be stored on premises. (4) All chemicals shall be stored in proper storage facilities, specified by OSHA regulations. (5) The contractor shall be Licensed, Bonded and Insured Day Care - establishments providing for the care and supervision of infants and children on a daily basis. The following applies to Day care centers: (1) The site shall have loading and drop off points designed to avoid interfering with traffic and pedestrian movements. (2) Outdoor play areas shall be located and designed in a manner which mitigates visual and noise impacts on adjoining residential areas. (3) Each center shall obtain all applicable state, county, and city licenses. Health Services- establishments primarily engaged in furnishing medical, surgical and other health services to persons. Office - Professional and business office. Recreation/Health Club - establishments engaged in operating reducing and other health clubs, spas, and similar facilities featuring exercise and other physical fitness conditioning. Research Laboratory - establishments engaged in scientific research or study. Must comply with the following standards: (1) All chemicals and pollutants and waste must be stored, used and disposed of according to OSHA and Hazmat regulations and standards. (2) The building must be secure from persons other than laboratory personnel. (3) No outdoor experiments that cause hazards or excessive noise or odors shall be permitted on site. Utility services 2 Warehousing - Means the commercial storage of merchandise and personal property. Ancillary Uses (in conjunction with and integral to a primary use) Antennas Screened outdoor storage - Outside storage is permitted, if approved by the City Council as part of the site plan review, subject to being completely screened with 100 percent opaque fence and/or landscape screening. Showroom - showroom type display area for products stored or manufactured on-site provided that no more than 20 percent of the floor space is used for such display and sales. Telecommunication Towers by conditional use permit only. Prohibited uses • Auto related including sales and repair • Churches • Garden Center • Home furnishings and equipment stores • Home Improvement/Building Supply • Lumber Yard • Retail • Outdoor speakers or public address systems G Setbacks The development is regulated by the PUD Standards. There are no minimum requirements for setbacks on interior lot lines in the PUD zone, except as specified below. The following setbacks shall apply: In the PUD standards, there is the requirement for landscape buffering in addition to building and parking setbacks. The following building and parking setbacks shall apply: b,t-*q\1 Buffer yard, Setback building/parking (ft.) Galpin Blvd. C, 50, 50 Lyman Blvd. C, 50, 20 (amended 4/10/06) Street A NA, 30, 10 Interior Lot Lines B, 0, 0 b,t-*q\1 West Perimeter Lot Line (adjacent to C, 30, 20 industrial) Office North Perimeter Lot Line (adjacent to D, 100, 100 residential): Buffer yard & setback 70% No fences shall be permitted between the required landscape buffer and arterial and collector roads. The PUD standard for hard surface coverage is 70% for office and industrial uses. Any one site/lot can exceed the 70 percent requirement, but in no case can the entire finished development exceed 70 percent. d. Development Standards Tabulation Box 1. Building Area Building Square Footage Breakdown Use Percent Total Square Feet Office 30% 105,000 Light Industrial /Warehouse 70% 245,000 Total (Maximum) 350,000 The actual use percentages and square footage totals may vary provided that the total building square footages are not exceeded. 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. Building height shall be limited to 3 stories or4 feet, except for Lot 5, Block 2 (lot 5) and Lot 3, Block 1(lot 6) which shall have a building height limit of 2 stories and 30 feet, including parapet. e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. 2. All materials shall be of high quality and durable. Masonry or higher quality material shall be used. Color shall be introduced through colored block or panels and not painted cinder block. 3. Brick may be used and must be approved to assure uniformity. 4 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured, coated, or painted. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened from adjacent public right-of-ways by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will inc6rporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. The buildings shall have varied and interesting detailing. 10. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Park. 11 Each buildings shall contain one or more pitched roof elements depending on scale and type of building, or other architectural treatments such as towers, arches, vaults, entryway projections, canopies and detailing to add additional interest and articulation to structures. 12. There shall be no underdeveloped sides of buildings visible from public right-of- ways. All elevations visible from the street shall receive nearly equal treatment and visual qualities. L Site Landscaping and Screening 1. Landscaping along Lyman and Galpin Boulevards shall comply with buffer yard standard C. Landscaping along the northern project perimeter shall comply with buffer yard D. Landscaping along the westerly project perimeter shall comply with buffer yard B. All buffer yard plantings shall be installed as part of the subdivision. Each lot must present a landscape plan for approval with the site plan review process. 5 2. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with berms, masonry fences and/or landscaping. 3. When parking lots are less than three feet above the adjacent roadway, an undulating or angular berm or elevation change of three feet or more in height shall be installed. All required boulevard landscaping shall be sodded 4. Loading areas shall be screened 100 percent year round from public right-of-ways. Wing walls may be required where deemed appropriate. g. Signage 1. The Chanhassen West Business Park PUD shall be pemdtted one project identification sign at the entrance on Galpin Boulevard The sign shall not exceed eight feet in height. A maximum of 80 square feet of sign area shall be permitted. The project identification sign shall not be counted against the permitted signage on an individual parcel. 2. All freestanding parcel signs shall be limited to monument signs. The sign shall not exdeed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. 3. Each property shall be allowed one monument sign per street frontage. 4. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material throughout the development. 5. Wall sign shall be permitted per city ordinance for industrial office park site. 6. All signs shall require a separate sign permit. In. Lighting 1. Lighting for the interior of the business center should be consistent throughout the development. 2. A decorative, shoe box fixture (high pressure sodium vapor lamps) with a square ornamental pole shall be used throughout the development area for area lighting. 3. Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. R 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the property line. This does not apply to street lighting. i. Alternative Access 1. Each site shall accommodate transit service within the individual development, whenever possible. 2. Pedestrian access shall be provided from each site to the public sidewalk and trail system. 3. The developer and site users shall promote and encourage Traffic Demand Management Strategies. 4. Each site shall provide areas for bicycle parking and storage. 5. Preferential parking shall be provided for car and van pool vehicles within each site. CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on June 19, 2008, 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 CW -III — Planning Case 08-14 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. 114FTMORM, MIT, .,� Sub cribed and sworn to before me thisIg4`day of,—Tuil — , 2008. "``� KIM 7 M"W""'`r Noiary P ��ublic-Minnesota MY Commission Expires Jan 31, 2070 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 1, 2008 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Planned Unit Development amendment for Chanhassen West Business Park; and Site Plan Approval for a Proposal: 30,500 square -foot multi -tenant office/warehouse building on a 2.82 -acre site zoned Planned Unit Development PUD — CW -III Applicant: Eden Trace Corporation Property 2451 Galpin Court. Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/08-14.htmi. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at bcenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within S00 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 a ommercialAndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 1, 2008 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Planned Unit Development amendment for Chanhassen West Business Park; and Site Plan Approval for a Proposal: 30,500 square -foot multi -tenant office/warehouse building on a 2.82 -acre site zoned Planned Unit Development PUD — CW -III Applicant: Eden Trace Corporation Property 2451 Galpin Court. Location' A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City s projects web page at: www.ci.chanhassen.mn.us/sery/plan/08-14.html. If you wish to talk to someone about this project, please contact Robert Generous by email at baenerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the PI Inning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information 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 warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, backing or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If emors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harnless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data Provided. Disclaimer This map is neither a legally recorded map nor a survey and is not Intended to be used as one. This map is a compilation of records, information 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 warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, backing or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If erors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Stables §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data Provided. CHARLES L & BARBARA C NICKOLAY KARI LYNN CARSTENSEN WILLIAM J & SUSAN O OLSON 2420 BRIDLE CREEK TRL 2410 BRIDLE CREEK TRL 2403 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9369 CHANHASSEN , MN 55317 -9369 DAVID G & YAEL M RUBIN DEUTSCHE BANK NATL TRUST CO RODDY Y & LAURIE L W ZIVKOVICH 2345 STONE CREEK LN W C/O INDYMAC BANK FSB 2337 BOULDER RD CHANHASSEN , MN 55317 -7413 7700 W PARMER LN #D CHANHASSEN , MN 55317 -7401 AUSTIN. TX 78729 48084 THOMAS V & BEVERLY L ANTILLEY JOEL E & HEIDI M LEHRKE DOUGLAS VERNON JOHNSON 2361 STONE CREEK DR 2329 BOULDER RD 2322 BOULDER RD CHANHASSEN , MN 55317 -7403 CHANHASSEN , MN 55317 -7401 CHANHASSEN , MN 55317 -7401 ROGER A & GAYLEEN M SCHMIDT JEFFREY A & CYNTHIA L OLSON GINO R TENACE & 8301 GALPIN BLVD 2520 BRIDLE CREEK TRL ROBIN S MARSH-TENACE CHANHASSEN , MN 55317 -8413CHANHASSEN , MN 55317 -9372 2557 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 JEFFREY J & ANDREA R SEBENALER SCOTT T MURPHY &LORI A BOETTCHERMURPHY CURTIS MARGARET A ZOERHOF - 2499 BRIDLE CREEK TRL 2530 BRIDLE E CREEK TRL CHANHASSEN , MN 55317 -9369 2550 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9372 KAMELSH PATEL 8 STEPHEN D & PATRICIA V PETERS DAVID E & MONICA L KILBER NAIMIS PATEL 2536 BRIDLE CREEK TRL 2470 BRIDLE CREEK TRL CHA NHASSEN , MN 55317 -9372 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9369 HA JEANNE M LINDBERGALAN W JR & CATHERINE D HECHT KARTIMOTHY R CAHLANDER & 2480 BRIDLE CREEK TRL 2490 BRIDLE CREEK TRL 2495 B I PLACREEK TR LANDER CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHA BRIDLE CREEK TRL CHANHASSEN . MN 55317 -9369 ALEXANDER D DONALDSON & US BANK NA ELETA M DONALDSON C/O LITTON LOAN SERVICING LP MICHAEL C 8 KRISTIN M MATTSON HA TRL 2460 BRIDLE CREEK TRL 4828 LOOP CENTRAL OR #151 CBRIDLE CREEK CHANHASSEN , MN 55317 -9369 HOUSTON, TX 77081 -2166 HANHASSEN , MN 5553131 7 -9372 CRAIG W & DANA A JOHNSON ERIC D & AMY M PERKINS FRANK J & REBECCA A LAENGLE 2450 BRIDLE CREEK TRL 2491 BRIDLE CREEK TRL 2440 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CSM EQUITIES LLC WILLIAM G & KAREN N LOOMIS JAY & FAITH M CUTLER C/O CSM CORP 2567 BRIDLE CREEK TRL 2430 BRIDLE CREEK TRL 500 WASHINGTON AVE S #300 CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9369 MINNEAPOLIS, MN 55415 -1151 STEVEN W & SARAH S DALE SCOTT & AMY C KAEHLER RANDY L & JANE E WAHL 2487 BRIDLE CREEK TRL 2380 BRIDLE CREEK CIR 2571 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317.9338 CHANHASSEN , MN 55317 -9372 DANIEL R & SHELLEY R LUNA SCOTT P & LESLIE M LOEHRER JEFFREY L & HANNAH R CROMETT 2483 BRIDLE CREEK TRL 2370 BRIDLE CREEK CIR 2471 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9338 CHANHASSEN , MN 55317 -9369 CLARENCE E & UEVA L SCHMIDT CRAIG V & NINA F WALLESTAD ANGILBERTO HERNANDEZ & 2461 BRIDLE CREEK TRL 2475 BRIDLE CREEK TRL LAURIE HERNANDEZ CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 2451 BRIDLE CREEK TRL CHANHASSEN . MN 56317 -9369 THOMAS J RADERMACHER & PAUL M & CONSTANCE M PALMER BARRY & MARY L LABOUNTY JOELLEN ANTONSON RADERMACHER 2360 BRIDLE CREEK CIR 2421 BRIDLE CREEK TRL BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9338 CHANHASSEN , MN 55317 -9369 CHA RODNEY H & JANICE C MELTON MARK & CHRISTINE FISCHER CALVIN DISCHER 2413 BRIDLE CREEK TRL 2407 BRIDLE CREEK TRL 5611 HOLIDAY RD CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 MINNETONKA , MN 55345 -5418 RICHARD B BURY SAMUEL O & KIMBERLY A STIELE JEFFREY D & REBECCA R BRICK 4175 TRILLIUM LN E 2375 BRIDLE CREEK CIR 2365 BRIDLE CREEK CIR MOUND, MN 55364 -7730 CHANHASSEN , MN 55317 -9388 CHANHASSEN , MN 55317 -9338 CHARLES E & DIANA L KIRCHOFF SAMUEL R & CHRISTINE C BLOOM WILLIAM G JR & PAMELA FRANZEN 2355 BRIDLE CREEK CIR 2382 STONE CREEK LN W 2370 STONE CREEK LN W CHANHASSEN , MN 55317 -9338 CHANHASSEN . MN 55317 -7413 CHANHASSEN , MN 55317 -7413 JAMES A & LAURIE LISIGNOU CHARLES O & ERIN M BUSALACCHI TOM & SOMMANA MONTHISANE 2356 STONE CREEK LN W 2342 STONE CREEK LN W 2381 STONE CREEK LN W CHANHASSEN , MN 55317 -7413 CHANHASSEN . MN 55317 -7413 CHANHASSEN . MN 55317 -7413 RICHARD B & CHRYSAUNA A BUAN WILLIAM A & LORRAINE RODRIGUEZ BRIAN C & SALLY L SNABB 2369 STONE CREEK LN W 2357 STONE CREEK LN W 2333 STONE CREEK LN W CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7413 THOMAS E & MARY K WITEK JEFFREY J & ABIGAIL M WILSON JOHN D & JODEE A MURPHY 2318 STONE CREEK DR 2332 STONE CREEK DR 2360 STONE CREEK DR CHANHASSEN , MN 55317 -7403 CHANHASSEN , MN 55317 -7403 CHANHASSEN , MN 55317 -7403 JOHN F & LAURIE SULLIVAN THE NORDICK GROUP INC JOSHUA T KRIENKE & 2346 STONE CREEK DR 675 12TH AVE NE CHRISTINA A KRIENKE CHANHASSEN, MN 55317 -7403WEST FARGO , NO 58078 -3502 2375 STONE CREEK DR CHANHASSEN. MN 55317-7403 DANIEL J & PAMELA J CULHANE JEFFREY J & KARLA M ALTHOFF KELLY K MORLOCK & 2333 BOULDER RD 2326 BOULDER RD SARA B ROMANSKI-MORLOCK CHANHASSEN, MN 55317 -7401 CHANHASSEN. MN 55317 -7401 2325 BOULDER RD CHANHASSEN, MN 55317-7401 CHARLENE A STENDER JAMES M & JENNIFER D LARRANAGA DOUGLAS G & SARAH P HIPSKIND 2321 BOULDER RD 2318 BOULDER RD 2317 BOULDER RD CHANHASSEN, MN 55317-7401 CHANHASSEN. MN 55317-7401 CHANHASSEN, MN 55317-7401 MATTHEW & ROBIN WARDEN RORY D & AMY J LEA GERHARD & HELENE A SCHOCK 2308 BOULDER RD 2313 BOULDER RD 2309 BOULDER RD CHANHASSEN, MN 55317-7401 CHANHASSEN. MN 55317-7401 CHANHASSEN. MN 55317-7401 C/O HO S S HOLARM TRUST SCOTT T & NICOLE M BRUSH MICHAEL & JACQUELINE R MROSKO C/O ST ASEK FARMS LP 2301 BOULDER RD 2305 BOULDER RD CHASKA, K A, MN WAY CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 55317 -7401 CHASKA , MN 55318 -3239 RICHARD F RIEGERT ACORN MINI -STORAGE VIII LLC STEVEN J & NANCY J CAVANAUGH C/O RIEKER ENTERPRISES 3410 WINNETKA AVE N 2441 BRIDLE CREEK TRL 7875 187TH ST BELLE PLAINE , MN 58011 -8932 NEW HOPE, MN 55427 -2090 CHANHASSEN, MN 55317 -9369 JEFFREY C & JULIE A GREELY LBI ACQUISITION CORP ALOTA PROPERTIES LLC 2431 BRIDLE CREEK TRL C/O PENNANT FOODS CO 4035 NOREX DR CHANHASSEN, MN 55317 -9369 111 NORTHWEST AVE N CHASKA, MN 55318 -3043 NORTHLAKE , IL 60164 -1603 VOLK-MINGER PROPERTIES LLC CW -V LLP TAUNTON VENTURES LP & 2218 LUKEWOOD DR 8156 MALLORY CT SUNNY DAY FITNESS PROPERTIES CHANHASSEN, MN 55317 -8425 CHANHASSEN, MN 55317 -8586 9980 DEERBROOK DR CHANHASSEN, MN 55317-8551 JC INVESTMENTS OF CHASKA LLC CHAN WEST II LLP MP DEVELOPMENT LLC 1405 WEST FARM RD 8156 MALLORY CT 2218 LUKEWOOD DR CHASKA, MN 55318 -9517 CHANHASSEN, MN 55317 -8586 CHANHASSEN, MN 55317 -8425 CARLSTON COMMERCIAL RE LLC WAYTEK INC 4275 NOREX LLC 8150 DREXEL CT 2440 GALPIN CT 4275 NOREX DR EDEN PRAIRIE, MN 55347 -2189 CHANHASSEN, MN 55317 -4621 CHASKA, MN 55318 -3046 Public Hearing Notification Area (500 feet) (Subject Property Highlighted in Yellow) CW -III 2451 Galpin Court Planning Case 2008-14 CITY OF CHANHASSEN PC DATE: July 1, 2008 CC DATE: July 28, 2008 Fil REVIEW DEADLINE: July 29, 2008 CASE #: 08-14 BY: RG, ML, JM, JS, JS PROPOSED MOTION: The Chanhassen Planning Commission recommends that City Council approve the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000. And, The Chanhassen Planning Commission recommends that City Council approve the Site Plan for Planning Case #08-14 for a 30,500 square -foot, one-story officetwarehouse building subject to conditions 1 through 22 of the staff report. SUMMARY OF REQUEST: The developer is requesting the following: • Planned Unit Development amendment for Chanhassen West Business Park; Site Plan Approval for a 30,500 square -foot, one story, multi -tenant office/warehouse building. LOCATION: 2451 Galpin Court (Lot 3, Block 2, Chanhassen West Business Park) APPLICANT: Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 (952)361-0772 MarkAedentrace.com PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Office/Industrial ACREAGE: 2.82 -acre DENSITY: F.A.R.: 0.25 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving amendments to PUD's because the City is acting in its legislative or policy making capacity. An amendment thereto must be consistent with the City's Comprehensive Plan. 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. *CANNED CW -III Planning Case 08-14 July 1, 2008 Page 11 MISCELLANEOUS The buildings are required to have an automatic fire extinguishing system. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motions and adoption of the attached findings of fact and recommendation: A. "The Chanhassen Planning Commission recommends that City Council approve the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000. And, B. "Me Chanhassen Planning Commission recommends that City Council approve the Site Plan for Planning Case #08-14, for a 30,500 square -foot, one-story officetwarehouse building, plans prepared by Houwman Architects and McCombs Frank Roos Associates, Inc., dated 05/23/08, 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 developer shall provide exterior benches and/or tables. 3. One additional parking stall shall be provided. 4. At least six of the parking stalls located east of the building shall be relocated to the side of the building. 5. The developer shall provide a pedestrian connection from the site to the sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs along this pathway. 6. The plan specifications shall be revised to incorporate high pressure sodium vapor lamps instead of the metal halide lamps 7. A three-foot clear space around fire hydrants shall be provided. Fire Code sec. 508.5 City Council Meeting - July 28, 2008 o�- 14 CW -III: REOUEST FOR SITE PLAN REVIEW FOR A 30,480 SOUARE FOOT OFFICE/WAREHOUSE BUILDING: AND PUD AMENDMENT TO INCREASE THE BLOCK 2, CHANHASSEN WEST BUSINESS PARK). APPLICANT: EDEN TRACE CORP. Public Present: Name Address JoEllen Radermacher 2479 Bridle Creek Trail Kate Aanenson: Thank you. As you noted, there's two application requests. The PUD amendment and site plan approval. The Chan West Business Park is located at the intersection of Lyman Boulevard and Galpin. Kind of kitty comer to the new high school. The proposal for the PUD amendment involves the fact that when the Waytek building went in, the mezzanine was put in place so that added 15,000 square feet. So the threshold for this PUD amendment, which we're still under, increases the maximum square footage to 15,000 square feet. So if you look at the breakdown of the 15,000 square feet from office, we went up slightly and then the warehouse space. If you look at the requirement as stated in the staff report, or PUD amendment or excuse me, an amendment to the environmental assessment, it doesn't trip that threshold. So I'm looking at that, the potential space. We'll show that in another quantified, quantitative table because there's still one vacant lot which we estimate about 30,000, and I'll show you where that lot is in a minute. So the lot that we're talking about tonight is approximately 2, almost 3 acres. We're looking at a 30,000 square foot building, so staff did support the PUD amendment again with the minor change. There was a question when this appeared at the Planning Commission for the public hearing regarding traffic. The Planning Commission did recommend approval of the project on their July 0 meeting. The PUD amendment and the project itself. We did attach in there the concern regarding traffic and speed. On page 2 of the staff report we did put the speed trailer out there and looked at that. Again that was a determination of the sheriff's office that it didn't seem to exceed that amount. It's a little bit difficult to measure some of that now with the Lyman construction. We have a little bit of an anomaly out there right now so we did address that issue. This is the project itself. Chan West Business Park. The site that is being proposed is, where there was an existing building, Lot 3. The lot, let's see you can see it. Lot 1, Block 2, just in front of the Waytek is that little narrow piece. That's the one that's not built on yet. You can see what lot that is. That little triangle piece. Todd Gerhardt: That's what I'm here for Kate. Kate Aanenson: Thank you. There you go. I appreciate your assistance. So that little piece there, we're estimating the 30,000 so it may come under. If you look at what's out there right now for office industrial, it's a little bit unique. Probably more an office or kind of a unique situated building because of the space, so again we estimated that so the actual total threshold when we looked at that might come slightly under that but we wanted to make sure we're treating it in a reasonable format. So with that the project itself is a very nice articulated SCANNED 43 City Council Meeting - July 28, 2008 building. This would be not condominiunized but actually each would be leased or rented, so the individual lots, which we'd have the office in the back, and then bays forward, if you wanted the warehouse storage in the back. Landscaping plan. Two entrance points. The building itself, the staff looked at potentially putting architectural element on the top of the building on the bottom one, but felt that was kind of a duplication of the future, and we did decide to leave that off. Again it's a 30,500 square foot building. It has a lot of articulation and rhythm. I do have, Laurie just stepped out, the building itself here. Material samples but it consists of the rock face and the burnish concrete block with a variety of colors, including the eggshell hickory and Mohave. So we think again that the look's highly articulated. It's in the center. You know we talked about industrial so it's not the most visible building out there, but it matches really well with the other buildings that are out there. Just a note too, the Snap Fitness building is under construction right now too on the corner, so then with this building, then there'll just be that one pad that I showed you that the city manager kind of pointed to so with that. There is an extraction with the park fees that comes with this lot. Will get paid at the time of the development itself. Again I do have the material sample board if anybody's interested in looking at that. Again the Planning Commission did recommend approval of the project, as did staff and there are conditions in the staff report recommending approval of the two motions. The PUD amendment for the square footage and then the site plan for the building itself. So with that I'd recommend approval with the conditions in the staff report. Mayor Furlong: Okay, thank you. Any questions for staff? Public hearing at the Planning Commission. Any issues other than traffic? Kate Aanenson: No. I think that was just the main thing was the traffic issue, and then just talking about the architecture. The architect is here if there's any questions. Mayor Furlong: Okay. Alright, thank you. Any other questions for staff on any of these issues? The applicant or their representatives here this evening. I assume anything that you'd like to provide to the council. Applicant: No I'm, if you're ready to go, I am. Mayor Furlong: Very good. Thank you. Any questions for the applicant? No? Anyone else that is wishing to comment to the council on this matter this evening? Good evening. JoEllen Radermacher: Good evening Mayor, Council members. My name is JoEllen Radermacher. I live at 2479 Bridle Creek Trail. Very simple comment but I think it's really important. There is, where this lot is located, behind it there's a very, very nice row of stately oak trees. I hope the intent is for those to be preserved during this construction. Yeah, see it's between Lot 4 and then where the Lot 3 is. They've got it shown. Kate Aanenson: Those are intended to be saved, yes. JoEllen Radermacher: Those are. Kate Aanenson: Yep. And... mm City Council Meeting - July 28, 2008 Mayor Furlong: Can you, or Mr. Gerhardt, can you make sure that we're all looking at the same thing. You're talking about that area right there? JoEllen Radermacher: Right, all the way down. Mayor Furlong: Okay, and that triangle piece to the north of Lot 3? JoEllen Radermacher: Yeah. We've lost quite a few oak trees in this development so it's, they are very nice and if at all possible it would be really nice if they could be preserved. Kate Aanenson: And just for point of clarification. Before construction begins, the applicant or the developer's required to put the silt fence, erosion, and then put up all the tree preservation areas. Fence all that off. And then they're authorized to proceed, but we have to check that first before they begin. JoEllen Radermacher: Okay. Mayor Furlong: And someone from city staff will be on site to verify the location of those markings? Kate Aanenson: Yes. Yes. Yes, before they begin, correct. JoEllen Radermacher: Thank you. Mayor Furlong: And you raise a good point. The entire area, Outlot C up there obviously on the north part of this parcel is one of the things that has a tremendous oak tree stand and other trees and that was all preserved as part of the site. Original PUD so it's nice to see that we're preserving other trees as well in there, so thank you. JoEllen Radermacher: Okay, thank you. Mayor Furlong: Appreciate you raising the comments and staff will be sure to take note of that during the process. Thank you. Any other questions or comments? Thank you. Bring it back to council. Any thoughts or comments? On either the requested PUD amendment or the site plan. Councilwoman Tjomhom: Seems pretty cut and dry. I think it's been a good development so far and it looks like it's staying on track with quality architecture and just overall hopefully being neighborhood friendly for all those neighbors that are living around the construction and everything else. Mayor Furlong: Okay, thank you. Any other comments? If not, is there a motion to adopt the two proposed requests? Councilwoman Ernst: I'll do it. I make a motion that City Council approves the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a 45 City Council Meeting - July 28, 2008 total development building square footage of 365,000. And the Chanhassen, that City Council approve the Site Plan for Planning Case #08-14 for a 30,500 square foot, one-story office/ warehouse building, plans prepared by Houwman Architects and McCombs Frank Roos Associates, Incorporated dated 5/23/08, subject to conditions 1 through 22 on page 11 through 13 of the staff report dated July 1, 2008. And that City Council also adopt the attached Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: I'll second. Mayor Furlong: Thank you. Any further discussion on the motion? We've just taken away one of Roger's jobs. Todd has a new one and Roger needs one. Alright, we'll find something else for you to keep you busy. Very good. Is there, a motion's been made and seconded. Is there any further discussion on the motion? Councilwoman Ernst moved, Councilman McDonald seconded that the Chanhassen City Council approves the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilwoman Ernst moved, Councilman McDonald seconded that the Chanhassen City Council approve the Site Plan for Planning Case #08-14 for a 30,500 square foot, one-story office/ warehouse building, plans prepared by Houwman Architects and McCombs Frank Roos Associates, Incorporated dated 5/23/08, and adopt the attached Findings of Fact, 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 developer shall provide exterior benches and/or tables. 3. One additional parking stall shall be provided. 4. At least six of the parking stalls located east of the building shall be relocated to the side of the building. 5. The developer shall provide a pedestrian connection from the site to the sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs along this pathway. 6. The plan specifications shall be revised to incorporate high pressure sodium vapor lamps instead of the metal halide lamps 7. A three-foot clear space around fire hydrants shall be provided. Fire Code sec. 508.5 U.] City Council Meeting - July 28, 2008 8. Nothing shall be placed near fire hydrants or fire department inlet connections that would deter or hinder from gaining immediate access. Fire Code sec. 508.5.4. 9. No PIV (post indicator valve) will be required. 10. Contact Fire Marshal for location of "No Parking Fire Lane" signs, and curbing to be painted yellow. 11. Park fees in the amount of $31,387.67 shall be paid at the time of building permit issuance. 12. The buildings are required to have an automatic fire extinguishing system. 13. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 14. Retaining walls four feet high or higher require a building permit and must be designed by a structural engineer registered in the State of Minnesota. 15. The applicant shall increase the inside width of all islands and/or peninsulas to 10 feet or greater. 16. Tree preservation fencing is required to be installed prior to any construction along the north and west property lines. 17. On the Grading plan: a. Show the existing contours on the east side of the site. Provide spot elevations of the driveway connections. b. Show NWL and HWL on the pond. c. Add benchmark. d. Reduce slope on the southern drive. 18. Encroachment agreements will be needed prior to building permit issuance for any driveway or retaining wall in the drainage and utility easement. 19. On the Utility plan: a. Provide details of each utility crossing. b. Add cleanout to the sanitary sewer service. c. Add note to notify City of Chanhassen Utility Department 48 hours prior to connecting to the watermain (952-227-1300). d. Watermain must be looped around the building. This watermain shall be privately owned and maintained. 20. Show location of heavy duty versus light duty pavement sections. 47 City Council Meeting - July 28, 2008 21. Add Detail Plates 3107 and 5215. 22. The northern driveway must be either shifted to the south to remain on the site being developed or secure a private drive easement from the property to the north." All voted in favor and the motion carried unanimously with a vote of 4 to 0. COUNCIL PRESENTATIONS: Councilwoman Tjornhom: Mr. Mayor I actually did something for the first time this summer that I've been wanting to do for a long time and Sophie and I biked from our home on Saturday morning to the farmers market. I've been meaning to check it out and what a fun thing it was so for those people who haven't been there yet, take advantage of it as the summer goes on. I'm sure more and more produce is going to be available and it's another one of those community events that should be happening every Saturday, so another good thing to do in Chanhassen on a Saturday morning. Mayor Furlong: Very good. Todd Gerhardt: What kind of bread sample did you have? Councilwoman Tjomhom: They just, what did they have? Cinnamon chips. Mayor Furlong: Very good. Thank you. Any other comments? Thoughts? I will just share that I had an opportunity with our busy schedule, our first opportunity to attend the evening concert in the park. Part of the Lunchtime Lyrics/Twilight Tunes a couple weeks ago. About a week or so ago, and very enjoyable. Great turnout. The city staff was there. Did a good job as well as the Klein Bank who's sponsoring it this year, was very active and if again, if people haven't had an opportunity to take in those concerts, I think there's one this week and perhaps next week are the final two. So try to make one and next year when the opportunity comes up, try to make those. It's a great way to spend the evening with family and friends so. Thank you Mr. Hoffman and please extend our thanks to your staff for all the work they do in organizing those. I heard a lot of good comments while I was there from just people stopping me and saying how much they enjoy it and so, please extend that gratitude back to your staff as well. Todd Hoffman: I will. Mayor Furlong: Thank you. Anything else. ADMINISTRATIVE PRESENTATIONS: Todd Gerhardt: Just a couple of things. Laredo project is moving along nicely. We did allow them to extend a few extra hours each day to get the school area up and running. We're down to basically 4 to 5 weeks before school starts here so we want to make sure we get that area wrapped up. And second thing, I want to thank the Mayor and city staff for helping with the Chamber picnic. The Chamber event last Tuesday. The City grilled hamburgers and we had IN CHANHASSEN PLANNING COMMISSION REGULAR MEETING JULY 1, 2008 Acting Chair Larson called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Kevin Dillon, Kathleen Thomas, Debbie Larson, Denny Laufenburger, and Dan Keefe MEMBERS ABSENT: Kurt Papke and Mark Undestad STAFF PRESENT: Bob Generous, Senior Planner; and Joe Shamla, Project Engineer PUBLIC HEARING: CW -III: REOUEST FOR SITE PLAN REVIEW FOR A 30,480 SQUARE FOOT OFFICE/WAREHOUSE BUILDING; AND PUD AMENDMENT TO INCREASE THE BLOCK 2, CHANHASSEN WEST BUSINESS PARK). APPLICANT: EDEN TRACE CORP. - PLANNING CASE 08-14. Public Present: Name Address JoEllen Radermacher 2479 Bridle Creek Trail Bob Generous presented the staff report on this item. Larson: We'll start with you Dan. Any questions? Keefe: Yeah. On PUD amendments, is there a density limit on like a per acre basis. We're taking it from 350 to 365 but you know in this number of acres, is there an upper limit on which could be approved on this size? Or how do we think of that? Generous: Well there's two things that generally limit the intensity of development. One is the site coverage, and in this instance if we go back to the one table. Keefe: 61% was it? Generous: Overall of 61%. Generally for industrial developments you're at 70% so we're way under that and we don't even account for the wetland area on the north in Outlot B or the wetland and storm water pond in the southwest comer of the site so. And the other issue is parking so to increase the intensity of development you would have to provide additional parking, and to do that generally either you have more area or the buildings have to go up. So aemum Planning Commission Meeting - July 1, 2008 they have a smaller footprint or you have to provide ramp parking. And so the economies of it really control that. But generally you look at a 30% floor area ratio is our standard when we look at industrial development, and they're well under that number. Keefe: Yeah, okay. Generous: As well as they're under the threshold for even having to do the environmental assessment, even though we do a very significant review of this for all the environmental issues. Trees and storm water. Keefe: Are the other industrial developments in the city similar in terms of their site coverage? Are they greater or lesser? Generous: Generally they're greater. Keefe: Yeah, okay. In regards to the Galpin speed question. I mean isn't the volume on Galpin going to go up substantially when the school opens up? I've got to believe that's going to be a bigger driver of speed potentially than. Generous: Well the volume. Keefe: Maybe I'm jumping to conclusions there. Generous: The volumes will increase because of more traffic going on there. The question becomes speed. Keefe: Yeah. Generous: And so part of that is through enforcement and then people just doing it and hopefully if you see more cars there you slow down. Keefe: Was there a traffic study? I'm trying to remember, wasn't there a traffic study done on this a while back? Or didn't we think there was enough volume to justify? I can't remember when we did the original. Generous: Not as part of the site plan. We did do some basic traffic analysis. As part of the high school they did do a EAW with that traffic, and also the 2005 MUSA area. They did the ultimate urban area wide review which also looked at traffic. One thing that came out of that, all that is that Lyman Boulevard and Galpin does need to be signalized and it will be prior to opening the school. I believe it's included as part of the upgrade for Lyman Boulevard that's going on right now. Keefe: But the additional 15,000 square feet in terms of translation of cars really isn't, you know especially when you stack it up against what's going to be happening with the school there is relatively insignificant. Wouldn't you say that? Planning Commission Meeting - July 1, 2008 Generous: Right. The numbers were a total of 191 based on a worst case scenario that I can find. On a daily basis so that's. Keefe: Yeah. You know jumping over to the site plan review, just in terms of the, I mean you've got this, it's kind of goofy because it's kind of sitting in the middle there so you know one thing we're, how it's decided that all the sort of trash and then this additional dock for Bay 5 all kind of on the south side because it looks like it sort of faces right into Lot 2. I mean I presume there were a number of different iterations on this and sort of the layout but can you comment on that at all? Generous: Well the applicant probably would be a little better. That's the only external one that they have for the site. Generally each of the tenants will have their's internally. Keefe: Okay. Generous: And then they bring them out but I think they wanted to provide the opportunity that they had one exterior location. It has to be accessible, and because of that angle and the landscaping, that will be a fairly sheltered spot. Keefe: Yeah. I mean from an elevation standpoint, is it equivalent to the lot next door? It's pretty flat isn't it? Generous: Yeah, it's a little bit higher I believe. Keefe: Yeah, okay. And then just to your comment, I mean these are going to be individually owned or are these going to be condos or are they sort of rental, bay? I presume they're going to be different owners. Or different tenants. Generous: It's different tenants. I think they're going to be under one ownership and a management, but they could in the future if they wanted to split them up on a condominium type of arrangement. Keefe: Right. Okay. That's all I have. Dillon: I don't have any questions. Larson: Denny? Laufenburger: Yeah I do. Bob you mentioned that Galpin is planned for 4 lanes. Do you know when that is going to happen? Shamla: I do not know the answer to that question. Laufenburger: Certainly not before Lyman is completed. Generous: Definitely not. Planning Commission Meeting - July 1, 2008 Shamla: No. Generous: It was, when the city constructed it last, they built it to be 4 lane but they striped it for 2 lane. So usually what is 12 to 15,000 trips a day is when the threshold when you need to switch over and they're not there yet. Laufenburger: We may hear this from the applicant but do we have an anticipated start on when construction in this area? Have you been told that at all? Generous: They haven't. I anticipate this summer though. Once they're get all their approvals. Laufenburger: As I look at this, I'm assuming that the layout of the design of the, layout of the property and stuff takes into account turning requirements for trucks because I see that the bays, I was just trying to figure out how the trucks would make it to the back if they were delivery trucks for any reason. I'm assuming that they would have to enter on Galpin. Make a left turn into the property and then make an immediate right tum so that they can circle around to the building in the back. And then back their trucks into those bays. Does that make sense? Generous: I would anticipate that they'd use the north access. If they're semi trailer trucks. Laufenburger: Yeah but how they going to, how do they back a truck into that bay on number 5 if they're, did you say the north or the south access? Generous: Well I was thinking of the north for that south one would be the same thing. Laufenburger: Oh you're right. You're right. They would. Generous: It'd be the same thing. It would come from the north down and then they'd just back in. Laufenburger: They would use the north driveway. Continue around on the north side and then to the west side of the building and then back in. Okay. Generous: And when they get to the unit they would. Laufenburger: Okay. That would make sense. Okay. Those are my questions. Thank you. Thomas: I don't have a question. Larson: No? Okay. I don't either so have we got an applicant? Have you step up to the podium and state your name and address for the record. Jerry Backman: Jerry Backman. I'm with MFRA and Bob actually explained everything quite well. He kind of worked his way through the whole project. He's been doing all the rest of them all the way around in this whole development. We initially did the whole development at 9 Planning Commission Meeting - July 1, 2008 Schoell Madsen then we merged with MFRA you know about 5 months ago or so, and the project just carried through and I think this is a good project. It's, it leaves one lot left and that's that one just east of the one that we're working on right now. And otherwise then all of it will be developed and the pond is sized for all of them so it's all just going together well. Larson: Okay. Alright, Keefe: Can I just ask a quick question for the applicant? Can you speak to the sort of the layout of the building in terms of having that trash container and the other, yeah. Jerry Backman: Well the architect laid that out but like you say, they have one exterior one and the rest of them will all be interior just for small amounts and I suppose if they have a larger amount, then they'll bring it to the other one. Keefe: Okay, so that would be what? They need to carry it around to this or? Jerry Backman: Yep. It shouldn't happen very often but it's there for them to use if they need it. Keefe: Okay. And then I mean is there concern at all in terms of screening to the building next door or not for you know all of those uses down in that area? In terms of the trucks coming in and the trash and you know because the other, it looks like the other building looks out right on that area. Is your intention to screen at all? Generous: Building 2? Keefe: Yeah. Generous: To the southeast? Keefe: To the east. To the south and east. Jerry Backman: Well there's enough trees and everything there. I mean it's, I really don't think, I don't know how you can do it any better than with this site that's left over. Keefe: I don't see any trees there. Shamla: Actually that particular area has a rain garden so there's no trees in that area. Generous: Yeah, you can just see the outline. Jerry Backman: So the trees are up by the curb there. Keefe: Okay. So these are going to be the plant, this is the planting plan? Okay. Generous: And then on the west side of course is that big retaining wall to preserve the mature trees that we saved as part of the overall project. Planning Commission Meeting - July 1, 2008 Larson: Anybody else? Dillon: The target tenants for this? Jerry Backman: I really don't know all that. Eden Trace has that all in line so. That's his job. Larson: Anything else? Thomas: No, I don't. Larson: Okay. With that we'll open up the hearing to the public. Anybody wishes to come up, now is the time. JoEllen Radermacher: Good evening. My name is JoEllen Radermacher. I live at 2479 Bridle Creek Trail and I'm just curious because it doesn't affect us immediately but I would just like to have confirmation that it meets the PUD for sound and lighting so we don't have any loud crashes or bangs or anything in the wee hours or night hours and any lighting that would be disturbing. Thank you. Larson: Bob, you want to address that? Generous: Yes, and unfortunately I don't, they did submit the lighting plan for review. It's in the packet. They meet the standards for a half foot candle at the property line. All of them are down cast so you don't get the glow off property. They're pointed towards the interior of the building. They do have some wall mounted units but, so it meets that. Noise, well the type of development, this is an office/warehouse so you shouldn't have really manufacturing type of businesses in there and those are generally the noisier ones. I never say never but as far as I know it meets it. If they, we do have noise complaints we always do go and investigate it to see if they are in violation of city code. It's a little tougher because noise, you have to meet state standards and there's decibel levels and duration that you have to meet before it becomes a violation. But again this is the wrong type of building to see a lot of manufacturing. It's a little too small. We see it as more start-up companies going in there and once they get big enough they'll do like Waytek did and buy their own building and build it and allow for their own expansions. Laufenburger: Bob, are there any restrictions on noise during construction? Like can construction take place during the wee hours of the evening. Generous: There are those, as part of the site plan agreement that they enter into, there's hours of construction and I don't remember what they are. I think they're 7:00 to 9:00 but they could be 7:00 to 6:00. Shamla: It's only open til 6:00 p.m. Monday through Friday. Generous: And then yeah, it's 9:00 to 5:00 on Saturday. No Sunday or holidays. C] Planning Commission Meeting - July 1, 2008 Laufenburger: So any noise associated with construction would occur only during the day and not during the wee hours of the night. Generous: That's correct. Larson: Bob, could you speak to the one recommendation you guys have about them incorporating high pressure sodium vapor lamps as opposed to the metal, is it halide? Generous: Halide. Larson: Halide lamps. What's the difference and why Generous: Well it's yellow versus white light and it's just city code states that it has to be high pressure sodium. The yellow light. Larson: The yellow. Generous: Which is a little softer. They're going to metal halide as it's a brighter color. You can get, you see true colors with it but it's something that the city hasn't embraced. They like the softer color. Larson: Okay. Generous: But our standards are pretty strict about the spillover effect. Either one we want to control them. You just, and it should match the rest of the development. Larson: Okay. Any more questions or any more comments? Nobody else back there? We'll close the hearing. Discussion. Thomas: Looks good. Laufenburger: Thorough. Once again. Good staff work. Dillon: So should we have a motion? Larson: A motion. Who wants to be the motoleader? Dillon: I'll make a motion that the, we follow the staff recommendation and we adopt the following motions and adoption of the attached Findings of Fact and Recommendation that A. The Chanhassen Planning Commission recommends that the City Council approve the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000 feet. And B. That the Chanhassen Planning Commission recommends that the City Council approve the Site Plan for Planning Case #08-14 for a 30,500 square foot, one story office/warehouse building, plans 7 Planning Commission Meeting - July 1, 2008 prepared by Houwman Architects and McCombs Frank Roos Associates, Incorporated dated May 23, 2008, subject to the following conditions number 1 through 22. Larson: And a second? Thomas: Second. Dillon moved, Thomas seconded that the Chanhassen Planning Commission recommends that City Council approve the amendment to the Planned Unit Development design standards for Chanhassen West Business Park to permit a total development building square footage of 365,000. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Dillon moved, Thomas seconded that the Chanhassen Planning Commission recommends that City Council approve the Site Plan for Planning Case #08-14, for a 30,500 square -foot, one-story office/warehouse building, plans prepared by Houwman Architects and McCombs Frank Roos Associates, Inc., dated 05/23/08, 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 developer shall provide exterior benches and/or tables. 3. One additional parking stall shall be provided. 4. At least six of the parking stalls located east of the building shall be relocated to the side of the building. 5. The developer shall provide a pedestrian connection from the site to the sidewalk on Galpin Court. Pedestrian ramps shall be installed at all curbs along this pathway. 6. The plan specifications shall be revised to incorporate high pressure sodium vapor lamps instead of the metal halide lamps 7. A three-foot clear space around fire hydrants shall be provided. Fire Code sec. 508.5 8. Nothing shall be placed near fire hydrants or fire department inlet connections that would deter or hinder from gaining immediate access. Fire Code sec. 5085.4. 9. No PIV (post indicator valve) will be required. 10. Contact Fire Marshal for location of "No Parking Fire Lane" signs, and curbing to be painted yellow. 11. Park fees in the amount of $31,387.67 shall be paid at the time of building permit issuance. 8 Planning Commission Meeting - July 1, 2008 12. The buildings are required to have an automatic fire extinguishing system. 13. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 14. Retaining walls four feet high or higher require a building permit and must be designed by a structural engineer registered in the State of Minnesota. 15. The applicant shall increase the inside width of all islands and/or peninsulas to 10 feet or greater. 16. Tree preservation fencing is required to be installed prior to any construction along the north and west property lines. 17. On the Grading plan: a. Show the existing contours on the east side of the site. Provide spot elevations of the driveway connections. b. Show NWL and HWL on the pond. c. Add benchmark. d. Reduce slope on the southern drive. 18. Encroachment agreements will be needed prior to building permit issuance for any driveway or retaining wall in the drainage and utility easement. 19. On the Utility plan: a. Provide details of each utility crossing. b. Add cleanout to the sanitary sewer service. c. Add note to notify City of Chanhassen Utility Department 48 hours prior to connecting to the watermain (952-227-1300). d. Watermain must be looped around the building. This watermain shall be privately owned and maintained. 20. Show location of heavy duty versus light duty pavement sections. 21. Add Detail Plates 3107 and 5215. 22. The northern driveway must be either shifted to the south to remain on the site being developed or secure a private drive easement from the property to the north." All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated June 17, 2008 as presented. G7 Planning Commission Meeting - July 1, 2008 Acting Chair Larson adjourned the Planning Commission meeting at 7:25 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 1 10 .r: os -14 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Eden Trace Corporation On July 1, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation for a Planned Unit Development amendment for Chanhassen West Business Park to increase the overall development building square footage from 350,000 square feet to 365,000 square feet; and site plan approval for a one- story, 30,500 square -foot office warehouse building. The Planning Commission conducted a public hearing on the proposed Planned Unit Development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office/industrial uses. 3. The legal description of the property is: Chanhassen West Business Park, and Lot 3, Block 1, Chanhassen West Business Park. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed amendment has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed amendment compatible with the present and future land uses of the area. c) The proposed amendment conforms with all performance standards contained in the Zoning Ordinance. d) The proposed amendment will not tend to or actually depreciate the area in which it is proposed. e) The proposed amendment can be accommodated with existing public services and will not overburden the city's service capacity. SCAMWA f) Traffic generation due to the proposed amendment is within capabilities of streets serving the property. 5. Site Plan Review a) The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed project is consistent with the Site Plan Review requirements of City Code; c) The proposed project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d) The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed project creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 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 project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #08-14 dated July 1, 2008, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development amendment increasing the overall building square footage from 350,000 to 365,000 square feet and site plan review for a one-story, 30,500 square -foot, multi -tenant office/warehouse building, Planning Case #08-14. ADOPTED by the Chanhassen Planning Commission this 151 day of July, 2008. PLANNING COMMISSION Its Chairman Date: June 2, 2008 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 v Subject: CW -11— Request for a Planned Unit Development amendment for Chanhassen West Business Park; and Site Plan Approval for a 30,500 square -foot multi -tenant officelwarehouse building on a 2.82 -acre site zoned Planned Unit Development (PUD) and located at 2451 Galpin Court. Applicant: Eden Trace Corporation Planning Case: 08-14 PID: 25-224666W The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on May 30, 2008. The 60 -day review period ends July 29, 2008. 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 July 1, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than June 20, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Oficial E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Environmental Services -Paul Moline 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company west 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife 13. City of Chaska — Kevin Ringwald Location Map (Subject Property Highlighted in Yellow) CW -I11 PUD Amendment/Site Plan Review 2451 Galpin Court Planning Case 2008-14 0 CITY OF CHMNSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fac 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: 952227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Bob Generous, Senior Planner FROM: Joseph Shamla, Project Engineer DATE: July 1, 2008 SUBJECT: Site Plan Review for Lot 3, Block 2, Chanhassen West Business Park - Planning Case 08-14 EdenTrace Corporation has submitted plans prepared by MFRA dated 05/23/08 for the development of the CWIH building. GRADING & DRAINAGE The site was mass graded with the Chanhassen West Business Park development. Minor grading modifications are required for the proposed building and parking area. The first floor elevation of the building is consistent with the final grading plan. Runoff from the site will be conveyed via private storm sewer to the pond located in the southwest comer of Chanhassen West Business Park. The pond has been excavated and has the capacity to treat the runoff generated from this site. RETAINING WALLS The plan identifies a retaining wall at the northwest comer of the building. This retaining wall is approximately 420 feet in length with a maximum height of approximately 7 feet. An encroachment agreement is required for the installation of the retaining wall in the City's drainage and utility easement. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. Lateral sanitary sewer and watermain were installed within Galpin Court in conjunction with the Chanhassen West Business Park development. There are two 8" watermain stubs to the south end of the property. These stubs are in place to create a watermain loop. A watermain loop was also shown on the west side of the building on the preliminary plat. This watermain must loop around the west side of the building. The watermain must follow City Specifications for testing prior to connection. A 6" sanitary service has been stubbed to this parcel. All utilities installed with this site plan shall be privately owned and maintained. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieat place to live, work, and play. Bob Generous, Senior Planner Lot 3, Block 2, Chanhassen West Business Park July 1, 2008 Page 2 Sanitary sewer and water hookup for this site were previously assessed and paid. STREETS AND ACCESS Galpin Court was constructed with the Chanhassen West Business Park development. The proposed building will access Galpin Court at two access points. The northern driveway must be either shifted to the south to remain on the site being developed or secure a private drive easement from the property to the north. If the developer chooses to keep the drive in the location shown on the plans, an encroachment agreement will be needed for building the drive within the drainage and utility easement. PARKS DEDICATION FEE A portion of the park dedication fee for this property was collected with the development contract. The remaining balance of this fee must be paid with the building permit. RECOMMENDED CONDITIONS OF APPROVAL On the Grading plan: A. Show the existing contours on the east side of the site. Provide spot elevations of the driveway connections. B. Show NWL and HWL on the pond. C. Add benchmark. D. Reduce slope on the southern drive. 2. Retaining walls four feet high or higher require a building permit and must be designed by a structural engineer registered in the State of Minnesota. 3. Encroachment agreements will be needed prior to building permit issuance for any driveway or retaining wall in the drainage and utility easement. 4. On the Utility plan: A. Provide details of each utility crossing. B. Add cleanout to the sanitary sewer service. C. Add note to notify City of Chanhassen Utility Department 48 hours prior to connecting to the watermain (952-227-1300). D. Watermain must be looped around the building. This watermain shall be privately owned and maintained. 5. Show location of heavy duty vs. light duty pavement sections. 6. Add Detail Plates 3107 and 5215. G:\ENG\PROJECTSW-E\ChmWestBu Park\Lot 3 Black 2 spr.doc Bob Generous, Senior Planner Lot 3, Block 2, Chanhassen West Business Park July 1, 2008 Page 3 A private drive easement must be obtained if the northern drive location remains as shown on the plans and a copy provided to the City before the building permit is issued. 8. The outstanding balance of the Park Dedication Fee for the property must be paid with the building permit. 9. Plans must be signed by a Professional Engineer registered in the State of Minnesota. 10. Asbuilts must be submitted upon project completion. Paul Oehme, Director of Public Works/City Engineer Jerry Mohn, Building Official Danielle Washburn, Accountant G:\ENG\PROJEM\A-E\ChmWmtBoParkV.ot 3 Block 2 spr.doc MEMORANDUM TO: Bob Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: June 5, 2008 SUBJ: Site Plan review for a proposed 30,500 square foot officelwarehouse building on Lot 3, Block 2, Chanhassen West Business Park (site address 2451 Galpin Ct.). Planning Case: 08-14 I have reviewed the plans for the above project received by the Planning Department on May 30, 2008. Following are my comments, which should be included as conditions of approval. 1. The buildings are required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. GAplan\2008 planning cases\80-14 CW-111\buildingofficialcomments.doc Date: June 2, 2008 City of Chanhassen 7700 Market Boulevard P.O. Box 147 �l Z/ Chanhassen, MN 55317 (952) 227-1100 ' X 1-66 To: Development Plan Referral Agencies From: Planning Department By: x2' .13 1 J�)� Ir A Robert Generous, Senior Planner Subject: CW -H — Request for a Planned Unit Development amendment for Chanhassen West Business I� and Site Plan Approval for a 30,500 square -foot multi -tenant officetwarehouse building on a 2.82 -acre site zoned Planned Unit Development (PUD) and located at 2451 Galpin Court. Applicant: Eden Trace Corporation Planning Case: 08-14 PID: 25-22cokoo 46606 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on May 30, 2008. The 60 -day review period ends July 29, 2008. 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 conceming 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 July 1, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than June 20, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4, MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife Carver County a. Engineer b. Environmental Services -Paul Moline 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company west 10. Electric Company (MN Vailev) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Chaska — Kevin Ringwald Location Map (Subject Property Highlighted in Yellow) CW -III PUD Amendment/Site Plan Review 2451 Galpin Court Planning Case 2008-14 CW -III - PLANNING CASE 08-14 $100 Planned Unit Development Amendment $800 Site Plan Review $200 Notification Sign $50 Recording Escrow $1,150 TOTAL Eden Trace Corp. paid $1150 Check 13200 SCANNED Date: June 2, 2008 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: CW -H— Request for a Planned Unit Development amendment for Chanhassen West Business Park; and Site Plan Approval for a 30,500 square -foot multi -tenant offrcelwarehouse building on a 2.82 -acre site zoned Planned Unit Development (PUD) and located at 2451 Galpin Court. Applicant: Eden Trace Corporation Planning Case: 08-14 PID: 25-2240060 The above described application for approval of a land development proposal was fled with the Chanhassen Planning Department on May 30, 2008. The 60 -day review period ends July 29, 2008. 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 July 1, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than June 20, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. i1;S.is�& Wildlife 7. Carver County a. Engineer b. Environmental Services -Paul Moline 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. lower Minnesota River c. Minnehaha Creek 9. Telephone Company west 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Chaska — Kevin Ringwald 5,...., ,. Location Map (Subject Property Highlighted in Yellow) CW -III PUD Amendment/Site Plan Review 2451 Galpin Court Planning Case 2008-14 n""*u Location Map (Subject Property Highlighted in Yellow) CW -III PUD Amendment/Site Plan Review 2451 Galpin Court Planning Case 2008-14 PID# 252240060 r � sir , � •�, � e�irr► +� t ou Copyrght ®2006, Ca r>pr ci �nry, Ninresota -- Legend arc -Information Property Address: Taxpayer Information: Ca nI eds 2451 GALPIN LT VOLK-MINGER PROPERTIES LLC ueeeseye CHANHASSEN,MN 11 2218LUKEWOCIDDR ./ aeao�e //✓� CHANHASSEN, MN 55317 C1eXIkesse Parcel PropertkS c.etsea Acres: 2.82002339 Homestead: N ./GIS t..+aA.r �✓ c4rar School District: 0112 a.aeMr Parcel Location Likes Section: 16 Plat Information: Panels Township: 116 CHANHASSEN WEST BUSINESS PARK COW 2005 Range: 023 Lot -003 Block -002 Payable Year 2009 =lLast Sale Information Last Sale NOT ON FILE Est. Market Value Land: $489300 Est Market Value Building: $0 Map Created: 5-30.2008 Est Market Value Total: $489300 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and dale from various City, County, Stale, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a referetrce. Carver County is not responsible for any inaccuracies contained herein. SCANNED t 6�' ��Y� U l p N y � N {t�1 I� a l� t l e J m �g N elf / ��i55 a; mw E R�- i_§ Fa¢, �! mim zi W1Qti �� .9 t !e t.o z _ A � _� d �cN¢ J �a z�l�i I il' �F}F}1sE ^? ,�C� d FPOBIOX 6IFDIYEXFeIIDX NFRDI NDIFd{DfiYLB/YnE NY' Jar. pgnyaynm 90 n•�nv+ra��r��r�r Pmol rws�wuswu - ` urvwwsw�w.vnes�nwww•rr� BE— — ZFEEL 'FRA _ XrGmmirmY Peor Yw[hYb lm. lent :DEN TRACE CORP. xwul rxm Wm "elect .OT 3, BLOCK 2 :HANHASSEN NEST BUSINESS 'AHK .ocallon SALPIN COURT :HANHASSEN, MN Dertilicetion .ter :W'•:."�. Summary niwr WYiY RBVNIon HXHm i. Sheet Tllle EROSION CONTROL PLAN / SWPPP Sheet Number Revision C4 Project No. EDE17377 �i 6uily6i� alig tieuiwi�a�d - E ]ol S w o I O- i ] ] S T6 ♦ i i i i] ) i i a .• ] ] J ) •3. r i J ] l ] ) ] i . ) n ? . ) a ) d]; i i i T T] a T}]]:> il' ]�:•�• h a i? a] J O- S T6 w. S �. 9 a .• ] ] J ) ) a ) CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 08-14 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 1, 2008, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Planned Unit Development amendment for Chanhassen West Business Park; and Site Plan Approval for a 30,500 square -foot multi -tenant office/warehouse building on a 2.82 -acre site zoned Planned Unit Development (PUD) located at 2451 Galpin Court — CW -III. Applicant: Eden Trace Corporation. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/senL/Plan/08-14.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: bQenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on June 19, 2008) SCANWO CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 00-14 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 1, 2(100 at 7:00 P.M. in the Council Chambe�v in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Planned Unit Development amendment for Chanhassen West Business Park; and Site Plan Approval for a 30,500 square -foot multi -tenant office/warehouse building on a 2.82 -acre site zoned Planned Unit Development (PVD) located at 2451 Galpin Court - CW - III. Applicant: Eden Trace Corporation. A plan showing the location of the proposal is available for public review on the City's web site at wmaxi.chanhassen.mn.us/sery/ plan/08-14.1itm1 or at City Hall during regular businesshours. 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&i. chanhassen.mm us Phone: 952-227-1131 (Published in the Chanhassen VillageronThursday, June 19,2008; No. 4073) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swum, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, w provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, w amended. (B) The printed public notice that is attached to this Affidavit and identified as No. 0;71 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated w part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged m being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopgrstuvwayz Laurie A. Hartmann Subscribed and sworn before me on this ! / � day of 2008 Notary Public WGWEN M. WIDUENZ NOTARY P1100C - MNffSOTA 60 wf Com m& E)es,gn.31. 2311 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ............................... $40.00 per column inch Rate actually charged for the above matter .............................................. $12.19 per column inch CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 07/25/2008 3:34 PM Receipt No. 0077606 CLERK: katie PAYEE: EDEN TRACE CORP PLANNING CASE 08-14 GIS List ---------------------------------- 270.00 Total Cash Check 13261 Change 270.00 0.00 270.00 0.00 C C - I SCANNED EDEN TRACE CORP. City of Chanhassen CW -III, LLP 8/1/2005 13261 1+40x61#] SCANNED Checking Planning Case #08-1107 270.00 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/04/2008 2:42 PM Receipt No. 0072844 CLERK: katie PAYEE: EDEN TRACE CORP CW -III -PLANNING CASE 08-14 ------------------------------------------------------- Use & Variance 900.00 Sign Rent 200.00 Recording Fees 50.00 Total Cash Check 13200 Change 1,150.00 0.00 1,150.00 0.00 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 M To: Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Invoice SALESPERSON DATE TERMS KTM June 19, 2008 upon receipt 90 Property Owners List within 500' of Chanhassen West Business Park (90 labels) TOTAL DUE $3.00 1 $270.00 $270.00 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 July 1. 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #08-14. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED Chanhassen West Business Park Addition Proposed Office / Warehouse - Lot 3 for: EDEN TRACE CORPORATION SCOPE OF PROJECT: Chanhassen, MN OFFICE/WAREHOUSE BUILDING CONSTRUCTED OF: ARCHITECTURAL CONC. BLOCK / STEEL BAR JOISTS - STEEL ROOF DECK - SITE WORK / GRADING OF SITE / ASPHALT - LANDSCAPING. THIS SET OF PLANS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION, OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE WORK IS STARTED, FOR CLARIFICATION. CITY OF CHANHASSEN SITE REQUIREMENTS PROJECT SITE: TOTAL SITE- 122,832 S.F. GREEN SPACE- 37,305 S.F. / 30% HARD SURFACE (BLDG & ASPHALT)- 85,527 S.F. / 70% PROJECT SETBACKS: WEST PROPERTY LINE - 0' TO ASPHALT EAST PROPERTY LINE - 20'-0" TO ASPHALT 30'-0" TO BUILDING, SOUTH PROPERTY LINE - 20'-0" TO ASPHALT PARKING REQUIREMENTS: TOTAL S.F. = 30,480 S.F. APPROXIMATELY 1/3 OFFICE, 2/3 WAREHOUSE 10,160 S.F. OFFICE / 1000 S.F. X 5 = 50 STALLS 20,320 S.F. WHSE = 1 STALL / 1000 S.F. FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS, 10,320 / 2,000 = 5 STALLS. TOTAL 15 STALLS TOTAL PARKING REQUIRED 65 STALLS TOTAL PARKING PROVIDED 65 STALLS - OF WHICH / 3 REQUIRED TO BE H.C. ACCESSIBLE STALLS - WETLAN_D LYMAN BLVD. umAl I CITF DI ANI FA -- SITE PLAN Al SCALE: 1" = 30'-0" STREET ELEVATION — GALPIN COURT NO SCALE NORTH j 1 I 1 1 1 1 1 1 , 1 c,ce- 1 / \ \ SITE PLAN SUBMITTAL 5-23-08 ADJUST SITE / BUILDING LAYOUT 11-06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12.04.07 C SITE & PROJECT INFO A1.0 FLOOR PLAN A2.0 EXTERIOR ELEVATIONS A3.0 CIVIL DRAWINGS: MFRA McCOMBS FRANK ROOS ASSOC., INC. 763-476-6010 14800 28TH AVE. N. - SUITE 140 PLYMOUTH, MN 55447 5-23-08 GRADING PLAN Cl UTILITY PLAN DETAILS C3 SWPPP C4 LANDSCAPING PLAN L1 LANDSCAPING DETAILS L2 MECHANICAL / ELECTRICAL DRAWINGS: 5-20-08 BY DESIGN -BUILD SUBCONTRACTORS - COORDINATION BY G.C. SITE LIGHTING PLAN PHOTOMETRIC PHOTOM. FA -- SITE PLAN Al SCALE: 1" = 30'-0" STREET ELEVATION — GALPIN COURT NO SCALE NORTH j 1 I 1 1 1 1 1 1 , 1 c,ce- 1 / \ \ ARCHITECT: i AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1 159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOU'WMAN REGISTRATION NO. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPI.N COURT GALPLN BLVD. & LYMAN BLVD. CHANHASSEN, MN q bT & � f"L ?eA4 1)JS?- 14, e� (ll 0 50, AVO -d uyz- clr - A5T �,ab/rtro� D, for /loom 10 4fli r►,oi leov /fwk 1,no /1"+ PM 1,4-iel)/0cc c� I1,4Z,rm ClrypF� /,7�/�ICpD R"�tMEDs Ilusv MAY 3 0 2008 CHANHASs6 �`IO tQju�. �vGOEaT Y6 1 A*r 191 0" I,'a3 ZI Fm I, zq /9 SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUT 11-06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12.04.07 C ARCHITECT: i AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1 159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOU'WMAN REGISTRATION NO. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPI.N COURT GALPLN BLVD. & LYMAN BLVD. CHANHASSEN, MN q bT & � f"L ?eA4 1)JS?- 14, e� (ll 0 50, AVO -d uyz- clr - A5T �,ab/rtro� D, for /loom 10 4fli r►,oi leov /fwk 1,no /1"+ PM 1,4-iel)/0cc c� I1,4Z,rm ClrypF� /,7�/�ICpD R"�tMEDs Ilusv MAY 3 0 2008 CHANHASs6 �`IO tQju�. �vGOEaT Y6 1 A*r 191 0" I,'a3 ZI Fm I, zq /9 SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUT 11-06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12.04.07 JOB# 00525 DATE 08-21-06 DRAWN bh CHECKED BH SITE PLAN Ai o ^0-/,v . 0A 0o gFLOOR PLAN SCALE: 1/16" = l'-0" PLAN NORTH T ��Rrti I ARCHITECT: '�Ii1 ,1Ij1 ALN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT TILS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT- UNDER THE LAWS OF THE STATE OF MINNESOTA BRIAN HOUWMAN REGISTRATION N0. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUT 11-0"7 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12-04-07 JOB# 00525 DATE 08-21-06 DRAWN bh CHECKED BH FLOOR PLAN A2 • 0 n17 &j 1EAST ELEVATION SCALE: 1/8" = l'-0" CORBEL TOP OF WALL METAL - SIERRA TAN CAP TOP C.B. - EGG SHELL - BURNISHED 2ND COARSE C.B. - MOJAVE - -----k4 3RD COARSE C.B. - EGG SHELL - I RECESSED COARSE C.B. -- HICKORY - ROCKFACE ------------ OU TH ELEVATION SCALE: 1/8" = l'-0" I V3VNORTH ELEVATION -------------� SCALE: 1/8" = V-0" 13 a ■ ■ ■ ■ ■ V J N ■ ■ 1: 0 ■ ■ ■ ■ ■ r � Ci � J a � ■ RUNNING BOND . I- 4 16" � BLOCK, COLOR - HICKORY - RUNNING BOND I1 �� 0 l©/ I1 �� 4 �� I1L �� 4�� Iml .mm.m. mmmm ..mmmm ..m..m MOM. mmm.m� m..mmm (•.�. .m..mm mmmrmm immmmmm 11.x. mmummmmm.mmm .m.... ..omm. 1 ..�. mmmmmm .�mm.. nil —mmill i SOME ...gym. ..��.. , 111 —11101111— �m�� ...��. ...�.. 111 �� mmmmmm...... , um, n17 &j 1EAST ELEVATION SCALE: 1/8" = l'-0" CORBEL TOP OF WALL METAL - SIERRA TAN CAP TOP C.B. - EGG SHELL - BURNISHED 2ND COARSE C.B. - MOJAVE - -----k4 3RD COARSE C.B. - EGG SHELL - I RECESSED COARSE C.B. -- HICKORY - ROCKFACE ------------ OU TH ELEVATION SCALE: 1/8" = l'-0" I V3VNORTH ELEVATION -------------� SCALE: 1/8" = V-0" 13 12"W x 8" H X 16" LONG, ROCK FACE CONCRETE BLOCK, COLOR - MOJAVE - RUNNING BOND 0 12" W X 8" H X 16" LONG, ROCK FACE CONCRETE BLOCK, COLOR - HICKORY - RUNNING BOND 03 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - MOJAVE - RUNNING BOND r4 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - EGG SHELL - RUNNING BOND 05 HEADER 12"W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - HICKORY 06 SILL BLOCK 12" W X 8" H X 16" LONG, BURNISHED CONCRETE BLOCK, COLOR - HICKORY 0 12' X 14' PREFINISHED METAL INSULATED DRIVE IN O.H DOOR 19 20 I — 19 `® (D i ENI (D-1 19 4 ® g�V 15 0 4 14 9 E__ 15 (D -----— ------ — 171 ----------- ——moil I -- — — —— — — — —— WEST ELEVATION SCALE: 1/8" = 1'-0" EXTERIOR FINISH SCHEDULE CONCRETE BLOCK BY ANCHOR BLOCK INTEGRAL COLORS 01 12"W x 8" H X 16" LONG, ROCK FACE CONCRETE BLOCK, COLOR - MOJAVE - RUNNING BOND 0 12" W X 8" H X 16" LONG, ROCK FACE CONCRETE BLOCK, COLOR - HICKORY - RUNNING BOND 03 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - MOJAVE - RUNNING BOND r4 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - EGG SHELL - RUNNING BOND 05 HEADER 12"W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - HICKORY 06 SILL BLOCK 12" W X 8" H X 16" LONG, BURNISHED CONCRETE BLOCK, COLOR - HICKORY 0 12' X 14' PREFINISHED METAL INSULATED DRIVE IN O.H DOOR 08 8'-8" X 9' O.H. DOCK DOOR WITH BUMPERS / SHELTER / DOCK LEVELER �9 3' X 7' INSULATED STEEL MAN DOOR -PAINTED SIERRA TAN TO MATCH COPING. 0 ALUMINUM STORE FRONT FRAMES WITH INSULATED CLEAR GLASS -ALUMINUM FRAMES BY TUBELITE, AMBER -1K, AAM12C22A44, ANODIZED FINISH, LIGHT LIMIT. 11 ALUMINUM WINDOW FRAMES WITH INSULATED CLEAR GLASS -ALUMINUM FRAMES BY TUBELITE, AMBER -1K, AAM12C22A44, ANODIZED FINISH, LIGHT LIMIT. 12 ROUNDED METAL ENTRY CANOPY -KYNAR 500 OR HYLAR 5000, COLOR TO MATCH AMBER 1K FINISH 13 PREFINISHED ARCHITECTURAL METAL COPING, KYNAR 500, SIERRA TAN 14 PAINTED STEEL STAIR WITH 1-1/2" 0 TUBE RAILINGS 15 PAINTED 6" DIA. STEEL PIPE BOLLARD - CORE FILL W/CONC. & DOME TOP. SET OUT 1'-0" FROM BUILDING FACE. 16 POURED CONCRETE APRON ® DRIVE-IN O.H. DOOR 17 POURED CONCRETE STOOP WITH FOUNDATION ® MAN DOORS 8 ARCHITECTURAL WALL MOUNTED LIGHT FIXTURE 19 DOWNCAST WALL MOUNTED LIGHT FIXTURE FOR PARKING LOT, SEE ELEC. PLANS 20 POURED CONCRETE RETAINING WALL WITH 4' GRID PATTERN 21 PAINTED WOOD GATE FOR TRASH ENCLOSURE ARCHITECT: NOUWMAN AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 5-a112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER TILE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUtiVMAN REGISTRATION N0. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPIN COURT GALPLN BLVD. & LYMAN BLVD. CHANHASSEN,MN SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUT 11-06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12-04-07 JOB# 00525 DATE 08-21-06 DRAWN bh CHECKED BH EXT ELEV A10 16"OAS ( Its UA / a / f // N � r- /------------------_----- 2 OA - - _ 9J \ / > 'A16 \�/_ \ 4 24W s \ 2 BW 18 A" 24 �6 - 1 ._ `9 24 OA 1 \ q r \ �yQ ATCH 9 \ ` \ / BOULDER RETAINING LL (FIELD DES N) / r- - - - - OO 061`1' 9 N, \ � 2 CA 4 61' S 14 SP/ W 9 \ � / %/ - 1� __- 2, 62.70 6\ J \ i / / 63.35 ry• \ .'63.90 3. 62.20 6 t 1 iI 62,95 TIPPED -OUT 63.95 ?\ %1.57 1 1 1 Go \111 \ \ a t / 8612 CURB > 1 1 0 tl 63.35 /' 63'9 \ 5% - CONCRETE SPILLWA1 1Tir -Ap 0 62.64 6v' 1 12 CUR\ ✓\\ 14'.1 �A �M sLO\ 63 63.00 63.95---- - 4„ 63.95 of .6 62.64 1 ✓ 11 1 i 1 63.95 63.9 :1 .6 11 t v 1 96 2 v Oil,62.64 11 63.00 01 S 1 / 961 60 \ rn ; 1 o / lar 00 60.00 63.95 i 1 k 96 f T - I � t 1 B612" UR & TTEI� I 59.60 63.9 1t 1 V (TYPIC L) 1 I 58.90 rt 1 \ ,.0 60.00G I i I j .1 ,( 62.25 I 60.00..1 \ PROPOSED BUILDING 63.95 \ rn -4 r \ \ \ FFE=964.00 'i0� 62• \ \ BOULDER E ING WDLL I IP v s3.s "----' s2.so SIJN) `o 15"OA s� <6300 0„ I 1n /60.00 i to TIPPED -OUT +' / _9E0 60.0 8612 CURB 63.95 63.00 1N \ C ' 9 \ 9 MATCH V 1.7 } td 6 v _4\ ' o \ iD \ , 1 g9 \ P 1 I 1 I1 60.00 3 5 t7 �P Z(r \ �L ' Coli 2 0 18°OA `� � �.913ti 0rO 5, 63.95 viII IIII III I I \ ` . 0 ' : ; 0 ) 0 0 �rn %6�.° 63.60 V 60.6 / i 6 O 60. 14"0.A 3.95 6 60.75 L 5 7. 80 I - S / 58.05 O 0 \ 61.00 / - ^ 60.0 `�4L ^� 0 \ / ' ' EA`CRINk&'H 0 ` \ ^\ 1y1.6 IA CONCRETE SPIL AY I VV 300 61.60 //- // NV-(k9.88(NE,SW / i a 1 WITH 8612 �JR� rn rn I 60.0 975 &.,OA L � t0 60.00 5 2 % 60:2 1 I O 1 .0 7.2% - 2.35 cr \ 5X55 B f \ 60.55967 \ 9 '-` TIPPED -OUT X 612 CURB 5 6 960 �-,% / EXPAND EXISTING RAINGARDEN AREA 18"OA I I 57.25 �� yA// REFER LANDSCAPE PLAN LO 1 04 IA 57 \ \ � 95 `t�to4\\\ IN=CBMH ,, INV�49.t8 / 52 + L SI_"' MPr 945.18 UCSF' IDA -o-------- X S H 1 \ \ 1 �'4-__-____'17 _ `+, \yA9 =9 <4b'_ �501 --------� 19 .04(ISE.NW) \ \ \ IN 9 9r97 NE) \ INV 5145��W) \ 5,0 1\ \\ \� I // _ "--------------"---\ 9GS \I G` \\ G�j 1, 1 \ \ 1 I I `\ .Sc \ 1 1 1 1 /- --Fia' " G `9A Q c�ib� 1 A \ l 1 \ 1 \ \ 1 g58' \ C) 11 p 6 1 \ \\ 1 eW� 00T 1til J �a i 01" g 0 A 1 i I \\ 11 I I « gc6 0) ! .n, LEGEND: PROPOSED EXISTING CURB & GUTTER STORM SEWER •- >> -- 1 0-- -- --- ---� SANITARY SEWER 0- > -� 0- sN 0 FORCEMAIN (SAN.) 0-> FM > 0- > M > 0 WATERMAIN 104 I -} EASEMENT GAS LINE UG ELECTRIC UE -- ---- TELEPHONE UT --- SPOT ELEVATION 9 X2.5 96X 5 CONTOUR 902 -- - - -902 - - - - RIP RAP OVERFLOW ELEV. XXX X STANDARD-DUTYISE BITUMINOUS HEAVY-DUTY BITUMINOUS GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER To CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 8. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS, HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 9. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 10. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11, ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENDING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNERS REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. 14. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY, 15. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. 16. FINISHED GRADING SHALL BE COMPLETED THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING INCLUDING ADJACENT TRANSITION AREAS, PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTSA ND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 17. TOLERANCES a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 28. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION NO. 3876 WITH THE USE OF MN/DOT MIXTURE NO. 50B OR 250 GR AND APPLIED AT A RATE OF 100 POUNDS PER ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL COMPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION No. 2575.3, F1. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT, 29. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 30. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY, THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. NOTE: EXISTING CONTOURS DERIVED FROM COMBINATION OF SURVEYED TOPOGRAPHY, DESIGN CONTOURS FOR CHANHASSEN WEST BUSINESS PARK SUBDIVISION PLANS, AND DESIGN CONTOURS FOR LOT 2 BUILDING PLANS. REPORT ANY SIGNIFICANT DISCREPENCIES TO ENGINEER IMMEDIATELY. 0 30 60 Scale In Feet Engineering ° Planning ° Surveying ffAIL1__ tombs Frank Roos Associates, Inc. 14WO 2ft Avenue NoRh, Suite 140 Ply MUU7 • MlnneSCta • 55447 phone: 763/476-5010• tex 7631476,8532 websrie: www m6acorn Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project ,OT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: ii Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title GRADING PLAN Sheet Number Revision C1 Project No. EDE17377 1 U IIn;LRnnnll• OIVo VVI\I\LVI 1V III\V IV OPENING IN STRUCTURE AT INV=949.00 AtNGARDEN AREA LANDSCAPE PLAN � i E LEGEND CURB & GUTTER STORM SEWER SANITARY SEWER FORCEMAIN (SAN.) WATERMAIN EASEMENT GAS LINE ELECTRIC TELEPHONE PROPOSED EXISTING Ill>> C _ ^@ > 0 — SN —o 0—>FIA >--0o- >M> 0 UG UE UT UTILITY CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE PVC C-900, WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE ADS N12 HDPE PIPE OR APPROVED EQUAL. 5. RIP RAP SHALL BE Mn/DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN. ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. J. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 0 30 60 Scale In Feet Engineering • Planning • Sunleying FRA Combs Frank Roos Associates, Inc. 1480028th Avenue NbAh, Suite 140 P&rrcud? • Minnesota • 55447 phone: 7631476-6010• Ixc 763/476-85332 website: wwnv.mhe corn Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title UTILITY PLAN Sheet Number Revision C2 Project No. EDE17377 s B612 CONCRETE CURB & GUTTER (TYPICAL) SLOPE 1 4" PER FT. 1 1/2"-MNDOT 2350 MVWE35035B — 2 1/2"-MNDOT 2350 MVNW35035B 12" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow HEAVY-DUTY PAVEMENT 8612 CONCRETE CURB & GUTTER (TYPICAL) 1 4" PER FT. 1 1/2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B S" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow STANDARD -DUTY PAVEMENT Engrneenng e Planning r Surveying tombs Frank Roos Associates, Inc. 14800 2M Avenue Nam Su& -140 P6mci • MinnesoM • 55447 phone: 763/476-6010. bx 7631476-8532 tom: vww raft com Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates. Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title CIVIL DETAILS Sheet Number Revision C 3 Project No. EDE17377 SEDIMENT TRAP AS MANUFACTURED BY 6" 1 Distance to � variable 3'-O" WIMCO,LLC.SHAKOPEE, MN., 1/2"r NOTE: 61 max x'Spac. I-� ESS BROS.,LORETTO, MN. OR SIMILAR 3"r 1 .. slope 1/2"r Top Bituminous Material 1_ V Grate Shown 2- VB Grate Shown shall be 3 4" er ft used at ail low points. ��Steel T Posts 24" in ground SPEC004770Z aro STANMROS DESIGN LDADS \ . ^ Note: Zip Ties Nsc IMU& OF MauCOHa R CWN 9N ED ON. ALLOWAB E MU WEIGM LOAD nru \ O CDOTrete Cuurb 1 andGutter O jI'lIj1II Silt fence per MNDOT specifications, source 2000, p machine sliced woven / Q RpP - An SmOLmIRAL WELDING CaOE - SrF£L, D1.1-94. SAfEtY FACTOR = 29 CM 1926 OSw cA ry AHn HFLA H vAR ARM WATER ROW MT (THROUGH ME FF RLTER) 0.707 is 0 3' head WNW OVERROW RATE 6.94 cfe O 16' Mod F 1$" ��j1gl(j��lj�'9 Face of Curb III I� N LltgtL..WJ ..11LI Direction of Flow monofilament, 36"wide fastened to ?13 steel T -Posts with 3(501b) tensile 1 "-2"WASHED ROCK strength plastic zip ties per MODEL#CG23 6 Distance to variable PLAN T -Post. (Machine sliced) Min. Depth of Bat o 1/r 1/2 r Top Bituminous Material fence embedment fence �S0- ) 3/a'�per ft MnDOT B612g Catchbasin Gestin EROSION CONTROL . :-'�'-, Concrete Curb and Gutter and grate Neenah FENCE - TYPE 1 �/ti 2/ / r ''. �;:,,.'•.-•:.::.. N NOTE: R3067 -V or equal to be 2" below � \ 3" radius curb box.tter grade. ti �F o cTtiti�T 0 0 o 0wouiv(- crimOFRrzRAcsanr alE X®-wrraoear 6" 12" For Use Only with Private Driveways, Parking Lots, Medians. transition each or de of Catchbasin. 6"MIN.DEPTH FOR ROCK �O,Q F`O 10, a31A°�r Precast concrete or HDPE adjusting rings.p 10"MIN.DEPTH FOR WOODCHIPS /X nj o 0 o of Curb Note: P ��C C/r 2e"R Varies Type 2 silt fence is the same as type I with ha bales installed as per detail. yp yp y P ti arm 12"R 16" 68"R Top Bituminous Material % Minimum of 2-2", maximum of 5-2" jrate 6 1/2" Varies w \Q-(� N I Type 2 to be used to protect all wetlands. M r concrete adjusment CUT BERM M\N\M� \ \ SURMOUNTABLE rings allowed with 1/4" ^ 3' minimum T Posts 24" in ground 18" MINIMUM OFF �0 o -t:1 /2"'.: ' ''': `. ' 1' v to 1/2" bed of mortarSteel MINIMIZE RUNOFF FROM SITE :. o ': \ Concrete Curb and GutterTO between each and a3" Grout f 6" thick concrete collar 17 1/2" 10 1/2 on the outside. m w`P°cm9 FILTER FABRIC cc -:J Har-ncw 28" � 6" s, Hay or Straw Bales Doghouses shall be J - leo rood stakes driven though rode 1.5' to 16 into theground.eground. grouted on both the SECTION inside and outside. Ban to be r«eased 6' blow Rade, Bales are to be trod with a non -Degradable Material. NOTE: 4" 8" 1 1/8"r Zip Ties NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK NOTES: Clean filter media after each rain event and replace if filter is clogged with Bituminous Curb 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. TO STOP MUD MIGRATION THROUGH ROCK. sediment. a Bituminous 2. Casting to be totally encased in concrete curb section. EROSION CONTROL Remove debris/sediment from receptacle after each rain event. Surface 6" Shoe Formed 3. No block structures are allowed. FENCE - TYPE 2 =� N 4. No wood shims are permitted in the adjusting rings. cruor SILT CM OF ROCK CO0 NSTRUCTIONCHMM CM OF CATCH BASIN affOF TYPICAL CURB Cfff OF 0 CATCH BASIN 2' X 3' Cffl=FENCE SEDIMENT TRAP � �1 AND GUTTER � RECTANGULAR REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5300 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5301 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5302A REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5203 REVISED: 2-08 ENGINEERING DEPARTMENT PUTS NO.: 3101 nLE NAME: G:\ENG\SPECS\5300 FILE NAME: G: ENG SPECS 5301 FILE NAME: G:\EMG\SPECS\5302A FILE NAME: G: ENG SPECS 5203 FILE NAME: G:\ENG\SPECS\3101 24"x36" slob opening for Neenah 3067-V or equal 24"x36" slab opening for Neenah F+o ✓o.00s. �r oo F w � y' i c� O o m DROP LID WATER Tyler No. y Mueiler No. Bibby -Ste -Croix No. 7.5' Minimum cover required 6860 over top of water main. H-10361 B-5160 R3067 -V or equal NOTE; w J o z Sigma No. PROVIDE VALVE STEM RISERS V8260OW Surmountable Curb & Gutter to be transitioned 0 J H N iX TO WITHIN 6" OF THE SURFACE into a B616 rypa at catcnbasln. Lo N n ¢ w z IF THE DISTANCE FROM NOTE: a C) 0 4 THE TOP NUT OF THE VALVE TO 1- V Grate shown Note: catcnbasin Frame & Grat R z W o 0 N THE SURFACE IS GREATER THAN 8'. 2- VB Grates shall be used at all low 1- V Grate shown Neenah -3067—V or ii VB crate. <�c U o wm H- 0 z o Grade points. 2- VB Grates shall be used at all low < 1� a w w J o W points. p z x o_ > p x o a Neenah R3067 -V casting and A POr ,� o U Dcc M a a - Z v TCP Adjust top to 3/4" below rate or equal. 9 q Neenah R3067 -V casting and grate or equal. 0 o > w - O r- � o 'NIW W ,L �� - ao ¢ a� 0 � u, m Tyler No. Mueller No. 6860 26" grade. Box to be set to H-10361 26" provide 12" of adjustment. D iY w Bibby—Ste—Croix No. V8502 27" Minimum 2 5 •�<�c0 Cha :bosh to be depressed 2" > 0 6` N U W W o of maximum of PLAN full �[.�' below design gutter line grade. N ¢ Z M O N 3 ¢ c0 a Sigma No. 9 V6630G concrete adjustment rin s with 3" Radius f 9 -�� beds PLAN Minimum of 2 maximum of 5-2" A Neenah R-3067—VB shall be used at all 0 > 0 o coo N z H Sigma No.VB630 of mortar. 6" Conic. collar 6" Conic. collar concrete adjustment rings with full 1 g low points. a ¢ x m Z m W ¢ Tyler No. 6860 Precast concrete or lili,HDPE adjusting rings. beds of mortar. 0 0 L a = a u ° w ¢ a o EXTENSION Mueller No. H-10357 �- Precast concrete or i � W o a 3 a: z¢ Bibby -Ste -Croix B-5001 io n 6" precast reinforced concrete slab. m e HDPE adjusting rings. Surmountable concrete ISOMETRIC .- 0 w -0 rn o o Y¢ ¢ ar Tyler No. No. 58 14" Gate valve box, screw type, 59 18" yP 3 5 1 4" shaft, size Vari s 12" 1 To barrel section below to slab 6" recast reinforced concrete slab. p curb & Gutter No Scale 2 — �4-6a" Long U , N z m w o �� _ o a No. Mueiler piece, 60 24" G box, 7'-6' extended, of p P Top of barrel section under top slab Rebars Each way 3 J J n zo No. 58 14" #6 round base J�6T to have flat top edge sealed with to have flat top edge sealed with 0 E z a Z ao 3 No. 59 20" 2 beads of Romnek or equal. 2 beads of Ramnek or equal. n ~ ¢ m l x Bibby -Ste -Croix All joints in manhole to have n All joints in manhole to have N n N of o >_ XVW ,S'L � _ ¢ VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" Varies "O" ring rubber gaskets. E Varies 0" ring rubber gaskets. a o o C) u ¢w J uh u3STEEL 'm VB521 No. 58 14" WITH PROTECTIVE 4'-0" TYp. - F o H w�v o¢ r VB522 No. COATING, 1 2" RUBBER 59 20" / Precast concrete section 4'-0" Typ. Precast concrete section d a m N o x N o s J V6523 No. 60 26" GASKET INSTALLED BETWEEN ° Manhole steps, Neenah R1981J or 5^ P equal, 16" o.c., Aluminum steps v. NOTES: c c o o = c - rn r ° m ZW� z J J o Sigma No. VB630 THE GATE VALVE AND GATE VALVE ADAPTER. 5" 1. Doghouses shall be grouted on 0 Q Z / z< J¢ BOTTOM i� approved. both the outside and inside. c c 5' Min. Transition 5' Min. Transition o F o .-. �' N z i , Tyler No. 6860 65" 2. No block structures are allowed. 0 o .N 2 - a � z J 0 w _� i � N o 3 Mueller No. H-10361 65" Mueller or American Doghouses shall be grouted on both `o To of o P t o 0 0 0 w o 0 o '<0W a <��amM Bibby—Ste—Croix No. VB516 60" Flow Control the outside and inside. a, NOTE: go 0' Manhole steps, Neenah R1981J or P equal, 16" o.c., Aluminum steps approved. a 2" a x Curb x w w 0 0 WIZV) of o- J -z afa z o F o m< —MIUF-0 N- 3 oo t p0 o m w w = —Jj W¢¢ o mo NNNo vla�= z Sigma No. Valve and Box VB6302 60" Resiliant Wedge Valve Conforming to AWWA to be C-515-80 standards Q •- No block structures are allowed. o Qo . 1- 0 0wofv O Z a y is o z < �i-F plastic wro e PP dP per with all stainless steel - -- - __ ,r•". �J 6•• a ' Q •• :: Minimum slab thickness, 6" for 14' _0 o o ¢ w O M L wd1J �30� ¢moo 0 mLu z wtnN Ory g L: _ mNNCi z ¢ < �MZMzZ =�am¢m � BASE section 2.03a nuts & bolts.e Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for Design line 2 LONG _ uTootr >C) 0 0� o A gutter grade - #4-60" www 00- 00 0�0 JZJ�pJJ depth. Increase thickness 1" for Lo each 4' of depth greater than 14', Rebars Each way mZ w F-UNON V)aO zoo �¢¢3x¢¢ 7 g^ , each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Frame & Casting 0Dz 4 w 00 } H ZQ_aQ~v w . FNM OND) and reinforce with 6"x6" 10/10 mesh.F M¢� l_m z . n Grout bottom of manhole to 1/2 SECTION A—A W000 �D mi-> a: _1 SECTION diameter at pipe and slope No Scale 1 Z J J wF Qac Q XEaw A` . Y .......... *. grout 2" toward invert. >_w-Of=w >- =w M Nair x0 V) = Ln a 18"X18"X8" SECTION No drain holes concrete block CrrIOF CATCH BASIN MANHOLE W! Of CATCH BASIN CITIOF CURB CONSTRUCTION CrrIOF TYPICAL HYDRANT CITIOF OMMEM GATE VALVE AND BOX calm MANHOLE WITH SUMPmom AT CATCHBASIN INSTALLATION INSTALLATION REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 31 04 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 31 O2 REVISED: 2 -OB ENGINEERING DEPARTMENT PLATE NO.: 31 06 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 1 004. REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 1 006 FlLE NAME: G: ENG SPECS 3104 FILE NAME: G: ENG SPECS 3102 FILE NAME: G: ENG SPECS 3106 nLE NAME: G: ENG SPECS 1004 FILE NAME: G: ENG SPECS 1006 B612 CONCRETE CURB & GUTTER (TYPICAL) SLOPE 1 4" PER FT. 1 1/2"-MNDOT 2350 MVWE35035B — 2 1/2"-MNDOT 2350 MVNW35035B 12" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow HEAVY-DUTY PAVEMENT 8612 CONCRETE CURB & GUTTER (TYPICAL) 1 4" PER FT. 1 1/2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B S" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow STANDARD -DUTY PAVEMENT Engrneenng e Planning r Surveying tombs Frank Roos Associates, Inc. 14800 2M Avenue Nam Su& -140 P6mci • MinnesoM • 55447 phone: 763/476-6010. bx 7631476-8532 tom: vww raft com Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates. Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title CIVIL DETAILS Sheet Number Revision C 3 Project No. EDE17377 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / IISITE MAPII C S MAJESTIC WA" F A / HILL z ,s` J W J v E _1 T 61. BLUE JAY CIR. � JP �- w L i (J 'U £ 02. TEAL CI CIR. A �' 4'MKER ST. n 83. TEAL CIR. z 04, PARTRIDGE CIR. IJ'lUT CURbE 3 85. WHITETAIL RIDGE CT. Z. G -� L❑ N 94. MDLINE CIR. 9 G SER CI�AN�ASSE 1 R 96. PHEASANT CIR. l n m ❑P. 20,321 2000 P 1 113. ARLINGTON CT. // BAN „ EBERR,, HICKORY WAY \ 1 117 wAY j3g p c .POPPY DR. 150. WATER LEAF P 1 BLUE SAGE LA, 1 �- 1- ARBORETUM BLV y/ 1 yG j 1143. PARK A s s M a'GLYNN 19' q -` DR. � CT. COUL o BI-vD GS h TEP aJ COULTER R\p('f� o- ER BLVD. _ r VimAND_ U FIER PJSJMN f' •o C�REw110. SUFFOLK DR. } ryF IMBERW430D 111, ESSEX RD. RD. O. R 123. POWERS PL. P w > eft' Od E 009 VP g�G,r- R,� V F P R L E. w LUKE w /r Z• i� D o a . D 0 RIDGE a R. I`'IDGe ra `RE 0:_02 I e� BRIDLE '.~� 3 5� z A CREE VIEW ` '� CR BRIDLE°' NAIS SANCE TR. CIR.-CREE RE CT.` �E- 133. K134, \OC\F' Z 19 S \QGJ _ �, v, HERON pR LAKE O 'b Ov�'90R G L 3 jA. 109. __ c L YMAN p� ',(� < �r Q. A- MALLARDp CT 19 c};Li \DGE o TR. ro TE _VATHAN BLVD. ^ N, T116W J ,R a 4 SP C - //F Vi ❑ � z _ R23W y VALLEY THRUS 1615 r g RIDGE ¢ �, CT.r J -- W < o v 2P.22 � L PL. I.:.IMgU >+>a 1�E CO CT. Fr, r SITE LOCATION MAP NOT TO SCALE 1 r f - 1 {t 4 , 1 - + A r i iP v I r. I I. 45 1 l t X. t ' cw 5 1' oF fop I ' lL.. I •1• 'ti Pill Ii 'IT - 4 i Joo ! r a �.. r• _ 17 r •r br. A�- 1_ I 1� - i - r - t - r' - f La if .,+.. % 1..:.' r •I ltilS �� Irr`- �rl-. _ I �''iJ w...,`- i - � I 9 r ti i -,r 3 oma`-'T•,� . .. 9a.d' 1- - -1 , r• , -QP. `�°�- Y ... �i�- '�-�� ? 11111 Ir '"� ` `, •. t �. c 1 • R� � tz. � - �:' fk, ��°♦ •♦,* aF V . y. -OWN � plc �+� ro�ir�.►�a►i��f � v ------------- 0 Wl 5INVJ, t4 -------------------------- USGS MAP NOT TO SCALE 1 1\ 1 Ilk \ B'lll \ �1 `960_ 1 lu t 1 SILT FENCE i -4 \ f i i BLANKET 0 40 80 = �� Scale In Feet DEVELOPER/OWNER: EDEN TRACE CORP 8156 MALLORY COURT CHANHASSEN, MN 55305 SITE OPERATOR/ CONTRACTOR/GENERAL GENERAL CONTRACTOR: MINGER CONSTRUCTION SUPERINTENDENT: SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES UNDERDRAINS STORM SEWERS CURBS AND GUTTERS. 3 INSTALL INLET AROUND NEW STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 7. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED) GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE AND TH CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE / VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY A A LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.'THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALLTHE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BYTHE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEERS UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE STORMWATER POLLUTION PREVENTION PLAN SWPPP IS COMPRISED OF THIS DRAWING EROSION & SEDIMENTATION CONTROL LA - THE STANDARD DETAILS THE 5 E (SWPPP) ( NTR P N ESC PLAN), , PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPGA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. T CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED IS APPROVED BY ALL AUTHORITIES THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 10, CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12. ALL WASH WATER CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENT CLEANING ETC. MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPUANCE WITH MPCA REGULATIONS. 17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 18. DISTURBED PORTIONS OF THE SITE WITHIN 200 FEET OF AND FLOWING TO A SURFACE WATER, FS DEFINED IN THE GENERAL PERMIT, WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3, TIMING OF TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: TYPE OF SLOPE TIME (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS FLATTER THAN 10:1 21 DAYS 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER, 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTFP IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE To THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART N.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART 11.6.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBUC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. Engineering • Planning • Sumying n � omb Frank Roos s a o Associates, Inc. 14800 28th Avenue North, Suite 140 Rflnout • Minnesota • 55447 phone: 768/476-6010 • bx- 763/476-8532 webs&-: WWW.mtracorn Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, h1N 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: ii Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PLAN / SWPPP Sheet Number Revision C 4 Project No. EDE17377 42"BW 1 "BVV 1 4' U 0A�t t 2 BW , 18"OA _. 16 -OA �4" CA 3 2 OA 1 l t 24 CA l '1 '1r of 1 � �H. , c }g O 18 }JA„ 24" 0,'; n 10 (jA \ -: XISTING BOULEVARD, TREES PROVIDED IN PREVIOUS PHASE \ (4) HL ,—(1) S$ SOD (8) RSS--/ (3) SS (24) KFG - (2) GK - (12) EMS �1 I pp QD (9) KFG (2) ALC ^ / 10,0) KFG O =\ `" 2 ( 0)RBJa KFG'. X1 4) SDD R CK MU U) r 20) EMS/ 2) KFG 11 A TAY SOD (8) RSS--/ (16 SDD (24) KFG - (.�) t — - (3) MAJ 1) SS (2) GK I (1) HHR (3) MAJ " KFG'. (10) RSS �(37) (12) KFG ♦ (12) AWS - (`13) BJD (1,3) EMt. TAY (19) SDD1 (28) KFG HARDWOOD_ 9 y (3) MAJ \\ (2) MAJ MULCH (TYP) } (9) KFG V (2) SS e. (16) SDD i• ''I !1 (11) RSS (13) KFG (6) S 19 SDD- (3) MAJ (9) KFG ilii (9) SDD (5) HL\ (6) MAJ (3) KFG SOD (4) MAJ (6) SDD (5) S($) KEG KFG (46) e t7) BUD (7) RSS (15 DD (14) AWS (9) KFG ' ; '.. (7) EMS LANDSC1 () ASC APE O SS 13) SDD SOD (2) HH, 4 C EDGING (TMP) 3 MA =PLANT LEGEND OVERSTORY DECIDUOUS TREE EVERGREEN TREE 77 SOD—ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH 0 SHRUBS/ PERENNIALS ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP �'�y 0000 ROCK #817, M" MODIFIED, GREY/BLACK IN COLOR { { ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, JJ WISCONSIN. 715.483.3216 LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF—SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN TREE AND SHRUB BED LOCATIONS AROUND PERIMETER OF BUILDING, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, %" MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL—MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SHREDDED HARDWOOD MULCH COLOR NATURAL FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. SINGLE TREE PLANTINGS AND SHRUB BED LOCATIONS AWAY FROM BUILDING AROUND PERIMETER OF SITE SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE OR SHRUB BED. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF—SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE. WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. • PROPOSED BUILDING ( ) (38) KF KFQ FF==964.00 (2) MAJ 13) AW \ (9 (13)BJD (10) RSS (h 3) EMS e PLANT SCHEDULE- LOT 1 HARDWOOD � GK 1 05 A �� ti MULCH (1) SS HARDW00 ' \ (2), HHR KEY QTY, COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS ti ALONG MULCH (5) KrG 0"C BUILDING FULL,STR. (TMP) (3) MAJ (8) KFG (g) gJ HL 14 THORNLESS HONEYLOCUST GLIDITSIA TRIACANTHOS 'SKYCOLE' LEADER, (2) MAJ 12) SDD (g) E,\ 2.5"CAL NO ,V, ' (4) GLS GK 20 AUTUMN GOLD GINKO GINKO BILOBA 'AUTUMN GOLD' (10) KFG (27 KFG ROL�K B&B CROTCH 10 SDD 6) SDD MULCHPICEA GLAUCA DENSATA 6' HT FULL FORM ( ) (2) GK LANDSCAPE', BS 13 BLACK HILLS SPRUCE } (12) DBH TO GRADE 18"OA 8 OA 1) S / EDGING (TYP�,. FULL,STR.,LDR. 2 .,0 \(2) HL SS 36 SPRING SNOW CRAB MALUS 'SPRING SNOW' 2.5"CAL. CROTCH �l �r Lti • / s ®• HHR 8 HENRY HUDSON ROSE Rosa 'Henry Hudson' 14"OA SOD • �%' ALC 8 ALPINE CURRANT Ribes Alpinum 24" WD. CONT. ( (3) SS BJD 74 BAJA DAYLILY Hemerocallis 'Baja" #1 OD (3) GK (6) RSS ' /�• � DBH 12 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA 18° WD "CA (2) GK EMS 73 EMERALD MOUND HONEYSUCKLE LONICERA XYLOSTEUM 'EMERALD MOUND' (5) GK .ids: //5 lb >� FULL FORM 1 'OA � GLS 4 GROW LOW SUMAC RHUS AROMATICA 'GROW LOW' CONT. (3) HLS — TO GRADE 1^! \ AWS 50 ANTHONY WATERER SPIREA SPIREA BUMALDA 'ANOTHONY WATERER 1(3) SS (2) SS / RSS 52 REGENT SERVICEBERRY AMELANCHIER ALINIFOLIA REGENT �. r I (2) GK MAJ 34 MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' 30" MIN. #2 1Z" A y� SOD SOD A A A HT CONT. KFG 319 KARL FOERSTER REEDGRASS (3) BS KARL FOERSTER' FOR RAIN WATER GARDEN PLANTINGS SDD 175 STELLA D ORO DAYLILLY HEMEROCALLIS 'STELLA D ORO' 1 CO •� REFER TO LANDSCAPE DETAILS SHEET TAY 37 TAUNTON SPREADING YEW Taxus x media 'Tauntoni' 12" WD. I MIN. 1 GAL. CONT. EDGE OF QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. BUFFERYARD 'B' REQUIRED PLANTINGS PER 100 L.F. 2—CANOPY TREES 4—UNDERSTORY/EVERGREEN TREES 6—SHRUBS GALPIN BLVD. (340 LF) REQUIRED PROVIDED CANOPY TREES 7 15 UNDER. TREES 14 15 SHRUBS 21 214 "EXISTING BOULEVARD TREES THAT WERE PROVIDED IN PREVIOUS PHASE AND ARE ON LOT 3 ARE INCLUDED IN THE COUNT OF THE PROVIDED BUFFER AMOUNT. NOTE: ALL PLANTINGS ALONG GALPIN BLVD. SHALL BE FIELD LOCATED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION TO INSURE NO DAMAGE TO EXISTING TREES THAT ARE TO REMAIN. 0 30 60 F9 I'4 — Scale In Feet Engineering • Pianning • Surveying FRA jombs Frank Roos Associates, Inc. 14800 28th Avenue Natt, Suite 140 P&MOUth • MinnesoM • 55447 phone: 70476-6010• Am 763/476-85..2 website: wvvw.mha.com Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book/ Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet Number Revision L1 Project No. EDE17377 u 9,6 1 1 -SW f l/ QTY I SIZE ROOT ?, 4—BCB BNS 63 BONESET PLUG SEEDLING 15—SWG TREES Eupotorium perfoliatum — 1 12—BFG 14—G A 195 ( 15—JPW PLUG SEEDLING 15—BES 5—B S Iris versicolor 4t HERBACEOUS 12 -CAT fi -SW 4 BROWN—EYED SUSAN ES — 7 -GOA EXCESSIVE OR POOR DRAINAGE. WATERING 213 Rudbeckia subtomentosa MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE 15-SWG 3- BC ,t 258 BUTTERFLY MILKWEED PLUG SEEDLING 14-BFG 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS I 2-G A WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE 12 -BES GOA i I 12—JPW 5—B S SEEDLING 12—GOA 231 I 14 -BNS JPW 120 3 -HBC 12 SWG SEEDLING PLANT 18" O.C. Lobelia cardinalis :12-BFG 1 -G A 131 i 12-SWG PLUG SEEDLING 5 -BES 15-JPW 5-B S 5 -GOA I 1 -SW f l/ 1 3 -ROD 5 -GOA 14' CAT 1�-SWG 12-BFG 15 -BES BACKF c MULCH rr w z� 0 z o CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 2 L2 SHRUB CONT. PLANTING DETAIL N.T.S. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL JICGL rvaia iv BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE SECTION OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. LIMITS OF PLANTING HOLE NOTE: 15-JPW I ; STAKING/GUYING IS NOT ANTICIPATED 12—GOA LIMITS OF MULCH TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING LIMITS OF ROOT SYSTEM BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE 12—BNS GUYING SYSTEM / STAKING GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD —14-SWG POST TREE STAKING/GUYING DETAIL. •� I 14-BFG PLAN VIEW 'I I 12 -BES HEC i 12-JPW 3 TREE PLANTING, STAKING/GUYING DETAIL L2 15 -GOA 15 -CAT 11—SwG =RAIN GARDEN PLANT LIST 11-BFG ES 4- I G N ' I i• I 3-BCB L 14-JPW I 14 -BES 10 -BNS j I 28-BFG 14 -GOA 19-JPW 17-SWG I ;24 -CAT 14 -BES 15-BFG _ 18 BNS ---J 12 -GOA 18—JPW 8—SWG QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. 5 - _ CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 1 RAIN GARDEN— ENLARGEMENT L2 CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS BNS 63 BONESET PLUG SEEDLING PLANT 18" O.C. TREES Eupotorium perfoliatum 15t BASE BFG 195 BLUEFLAG PLUG SEEDLING PLANT 18" O.C. CONTAINER SHRUBS Iris versicolor 4t HERBACEOUS BASE BES 4 BROWN—EYED SUSAN ES — PLANT 18" O.C. EXCESSIVE OR POOR DRAINAGE. WATERING 213 Rudbeckia subtomentosa MOISTURE AND WEATHER CONDITIONS 1 3 -ROD 5 -GOA 14' CAT 1�-SWG 12-BFG 15 -BES BACKF c MULCH rr w z� 0 z o CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 2 L2 SHRUB CONT. PLANTING DETAIL N.T.S. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL JICGL rvaia iv BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE SECTION OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. LIMITS OF PLANTING HOLE NOTE: 15-JPW I ; STAKING/GUYING IS NOT ANTICIPATED 12—GOA LIMITS OF MULCH TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING LIMITS OF ROOT SYSTEM BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE 12—BNS GUYING SYSTEM / STAKING GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD —14-SWG POST TREE STAKING/GUYING DETAIL. •� I 14-BFG PLAN VIEW 'I I 12 -BES HEC i 12-JPW 3 TREE PLANTING, STAKING/GUYING DETAIL L2 15 -GOA 15 -CAT 11—SwG =RAIN GARDEN PLANT LIST 11-BFG ES 4- I G N ' I i• I 3-BCB L 14-JPW I 14 -BES 10 -BNS j I 28-BFG 14 -GOA 19-JPW 17-SWG I ;24 -CAT 14 -BES 15-BFG _ 18 BNS ---J 12 -GOA 18—JPW 8—SWG QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. 5 - _ CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 1 RAIN GARDEN— ENLARGEMENT L2 CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS BNS 63 BONESET PLUG SEEDLING PLANT 18" O.C. TREES Eupotorium perfoliatum 15t BASE BFG 195 BLUEFLAG PLUG SEEDLING PLANT 18" O.C. CONTAINER SHRUBS Iris versicolor 4t HERBACEOUS BASE BES 3t BROWN—EYED SUSAN PLUG SEEDLING PLANT 18" O.C. EXCESSIVE OR POOR DRAINAGE. WATERING 213 Rudbeckia subtomentosa MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE BASE / SIDESLOPE SWG 258 BUTTERFLY MILKWEED PLUG SEEDLING PLANT 18" O.C. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS Asclepias tuberosa CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE SIDESLOPE GOA GOLDEN ALEXANDERS PLUG SEEDLING PLANT 18" O.C. 231 Zizia aurea SIDESLOPE JPW 120 RED CARDINAL FLOWER PLUG SEEDLING PLANT 18" O.C. Lobelia cardinalis BASE CAT 131 SALLOW SEDGE PLUG SEEDLING PLANT 18" O.C. Carex lurida BASE ROD RED—OSIER DOGWOOD 18" #2 CONT. PLANT 5'-0" O.C. 6 Cornus sericea HT. BASE BOB BLACK CHOKEBERRY 18" #2 CONT. PLANT 5'-0" O.C. 11 Aronica melanocarpa HT. BASE / SIDESLOPE HBC 19 HIGH BUSH CRANBERRY 18" #2 CONT. PLANT 5'-0" O.C. Viburnum trilobum HT. SIDESLOPE N.T.S. "STING GRADE T AREA ANT ACCORDING TO kNTING DETAILS BELOW APPLICABLE : -0.1 . -0.0 0.0 0.1 _ 0.1 0.1 0.1 0.1 1 1 0.7 1 - 0.1 0.1 0.0 0.0 0.0 0.0 0.2 U. + 0. 0.2 0.9 n OS -03 0. ' 0. 106 1: 0.0 - 0.6 0.8 0.4 �0. 1 2 0.5 �0.7 0.4 0.3 0.0 '0.0 1.0 1 5 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 - 1.1 .9 � 9 0.1 0.0 0.1 0 _5 0 0.6 p 1.3 2A _ 1.7 2.7 3 1 4 3 2.2 1.7 '2.9 2 0.8 0.5 0.4 0.2 .0 "0.0 0.1 0.1 0. 0.3 3. 9 2.8 3.3 - 1 3 2.7 ' S 0.3 0.2 0.1 .t 0.0 0.0 0.0 0.2 - 0 03_ 0.3 0' 1 0.2 0'2 'p,2 . 0 1 0.1 0.9 0.1 -0.0 0'0 0,0 0.0 0.0 0.1 -0. 0.1 0.2 0.3 0.4 0.3 0.2 -0.1 0.1 0.0 0.0 0.0 0.0 ' _ .. 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TRA 1� 0.6 0.5 .6 .7 - .8 , 1.1' �'- .2 2.2 2.0 1.6 -0.5 .2 0.1 0.0 EN L U 2 0.0 .0 0.1 0.9 0.2 0.5 0.9 1.5 2.1 2.1 1 2.4 4.8 5.5 3. 4 1.0 0.6 0. -0.6 0.9 0.9 - 1 -1. 0.9 0.4 0.2 GP.EE SPACE 0.0 0 0.0 0.1 0.2 0.3 0.5 0.9 1.4 -1.5 0.0 1. 2.0 3. 2.9 2.2 -1.8 -1.0 �•r,•`o.4• 0.4 0.5 0.6 0.7 0.6 0.5 0.3 0.0 0. b.0 -0.0 0.1 0.1 0.2 0.4 0.6 Iffr 0.8 0.8 -_._, 4.3 4.2 1.9 1.9 1.6 1.5 1.9 -1.6 0.7 0.3 0.2 0.3 0.4 0.4 0A 0.4 -0.4 -0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 N 0.3 0.4 5.6` 5.0 2.3 1.8 1,2 1.2 1.0 0.6 0.3 0.1 0.1 0.2 0.2 0.3 0.3 0.2 EEN 0.0 0.0 0.0 0.0 -0.1 0.1 0.2 0.4 0 ACE 4.4 4.7 _ -3.9 L9 1.6 1.0 0.8 0 6 0.4 b.2 0.1 0.1 0.1 0.1 0.1 0.2 02 0.2 0.0 0.0 0.0 0.1 0.1 0.2 0..5 1.1 2.�'��ff-, 5.1 3. 1.9 1.5 .3� 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0 -0.1 0.1 0.1 �; .: 0.0 0. 0.1 0.2 0.3 0.6 1.0 1.7 2.4 3.0 2.6 1.- 1. 5 10.8 '0.5 2 01 0.1 0.1 -0.0 .0 0.0 0.0 0.1 ' =_.e .. Plan View Scale 1" = 20' -0.0 0. 0.2 0.3 0.6 .0 L6 1.9 1.9 -1.5 0.9 - .6 -0.3 0.2 -0.1 -0.1 0. 0.0 -0.0 0.0 0.0 LUMINAIRE SCHEDULE 0.1 0. 0.2 0A 0.6 0.9 1.0 0.8 0.5 0.4 0.3 0.2 0.1 0.1 .0 0.0 0.0 0.0 0.0 Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts DIE-CAST CUTOFF ONE 400 -WATT CLEAR 0.1 0. 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.3 0.3 0.2 0.1 0 b.0 p.p 0.0 0.0 0.0 A 3 KAD 400M R4 HS LUMINAIRE WITH HOUSE BT -37 METAL HALIDE, 92061101.IES 32000 0.69 462 SIDE SHIELD HORIZONTAL POSITION. DIECAS0.0 0.1 0.1 0.7 0.2 02 Q2 0.2 1 0.1 0.0 0.0 0.0 0.0 B 7 KAD 250M R4 SHORT, TYPE F ONE METAL CLEAR 91102805.IES 19500 0.69 297 SHORT, CUTOFF BT -28 METAL HALIDE, LUMINAIRE HORIZONTAL POSITION. 0.0 0.0 0,0 0.1 -0.1 0.1 0.1 0.1 0.1 0.1 -0.0 0.0 0.0 -0.0 C 2 KAD 250M R3 DIE-CAST CUTOFF ONE 250 -WATT CLEAR 92042001.11 19500 0.69 297 LUMINAIRE BT -28 METAL HALIDE, HORIZONTAL POSITION. 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.0 0.0 0.0 -0.0 0.0 -0.0 0.0 urs , Designer EET Date May 20 2008 Scale AS -Noted Drawing No. 1 of 1 Chanhassen West Business Park Addition Proposed Office / Warehouse - Lot 3 for: EDEN TRACE CORPORATION SCOPE OF PROJECT: Chanhassen, MN OFFICE/WAREHOUSE BUILDING CONSTRUCTED OF: ARCHITECTURAL CONC. BLOCK / STEEL BAR JOISTS — STEEL ROOF DECK — SITE WORK / GRADING OF SITE / ASPHALT — LANDSCAPING. THIS SET OF PLANS IS FOR A DESIGN—BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION, OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE WORK IS STARTED, FOR CLARIFICATION. CITY OF CHANHASSEN 3frE REOUIREMENTS PROJECT SITE: TOTAL SITE— 122,832 S.F. GREEN SPACE— 37,305 S.F. / 30% HARD SURFACE (BLDG & ASPHALT)— 85,527 S.F. / 70% PROJECT SETBACKS: WEST PROPERTY LINE — 0' TO ASPHALT EAST PROPERTY LINE — 20'-0" TO ASPHALT 30'-0" TO BUILDING, SOUTH PROPERTY LINE — 20'-0" TO ASPHALT PARKING REQUIREMENTS: TOTAL S.F. = 30,480 S.F. APPROXIMATELY 1/3 OFFICE, 2/3 WAREHOUSE 10,160 S.F. OFFICE / 1000 S.F. X 5 = 50 STALLS 20,320 S.F. WHSE. = 1 STALL / 1000 S.F. FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS, 10,320 / 2,000 = 5 STALLS. TOTAL 15 STALLS TOTAL PARKING REQUIRED 65 STALLS TOTAL PARKING PROVIDED 65 STALLS — OF WHICH / 3 REQUIRED TO BE H.C. ACCESSIBLE STALLS 0-UTLO_ II - WETL ND- f LYMAN BLVD. (111CDAI I CITC DI AKI I TE PLAN SCALE: 1" = 30'-0" TREET ELEVATION - GALPIN COURT NO SCALE NORTH � e I 1 ,1 1 I 1 I 1 1 .1 I 1 1 1 I — 1 1 1 I 1 1 ARCHITECT: i AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCI IITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAMF BRLM HOL'WMAN REGISTRATION N'0. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPIN COURT GALPIN BLVD. & LYMAIN BLVD. CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED MAY 3 0 2008 CHANHASSEN PLANNING06" SITE PLAN SUBMITTAL 5-23-08 REVISION SITE PLAN SUBMITTAL 5-23-08 ADJUST SITE / BUILDING LAYOUTT 11-06-07 ADJUST SITE / BUILDING LAYOLT 11-27-07 ADJUST SITE / BUILDING LAYOUT ARCHIIECIURAL DRAWINGS: SITE & PROJECT INFO A1.0 FLOOR PLAN A .0 EXTERIOR ELEVATIONS A3.0 CIVIL DRAWINGS: MFRA McCOMBS FRANK ROOS ASSOC., INC. 763-476-6010 14800 28TH AVE. N. - SUITE 140 PLYMOUTH, MN 55447 5-23-08 GRADING PLAN Cl UTILITY PLAN DETAILS C3 SWPPP C4 LANDSCAPING PLAN L1 LANDSCAPING DETAILS L2 MECHANICAL / ELECTRICAL DRAWINGS: 5-20-08 BY DESIGN -BUILD SUBCONTRACTORS - COORDINATION BY G.C. SITE LIGHTING PLAN PHOTOMETRIC PHOTOM. I TE PLAN SCALE: 1" = 30'-0" TREET ELEVATION - GALPIN COURT NO SCALE NORTH � e I 1 ,1 1 I 1 I 1 1 .1 I 1 1 1 I — 1 1 1 I 1 1 ARCHITECT: i AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCI IITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAMF BRLM HOL'WMAN REGISTRATION N'0. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPIN COURT GALPIN BLVD. & LYMAIN BLVD. CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED MAY 3 0 2008 CHANHASSEN PLANNING06" SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUTT 11-06-07 ADJUST SITE / BUILDING LAYOLT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12-04-07 JOB# 00525 DATE 08-21-06 DRAWN bh CHECKED BH SITE PLAN Ai O i O OMfl gFLOOR PLAN SCALE: 1/16" = l'-0" PLAN NORTH T ALF ARCHITECT: NOUWMAN AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639.9726 E-MAIL: info@houwman.com 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUW,MAN REGISTRATION NO. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANT IASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CI {ANHASSEN, MN SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUT 11 -06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12-04-07 JOB# 00525 DATE 08-21-06 DRAWN bh CHECKED BH FLOOR PL kN A n • o 71 zLL_-_�Z_�__ zL�________ -� s ___� _%________ _ _ L ;1EAST ELEVATION SCALE: 1/8" = 1'-0" CORBEL TOP OF WALL METAL - SIERRA TAN CAP TOP C.B. - EGG SHELL - BURNISHED 2ND COARSE C.B. - MOJAVE - BURN 3RD COARSE C.B. - EGG SHELL - BI RECESSED COARSE C.B. - HICKORY - ROCKFACE I I I I L=----------- =====_ OU TH ELEVATION SCALE: 1/8" = 1'-0" ORTH ELEVATION SCALE: 1 /8" = 1'-0" 13 DATE ADJUST SITE / BUILDING LAYOUT 11-06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12-04.07 MFT I I I ---- 15 ju 4615 14 F79 T* 8 14 9 15 ®9 14 I — I — —— -- ---- s I T ------- — I ----- I — II ---- I II II ---—�u1-- I —— — — — — — — — — — — — — I -------- I WEST ELEVATION SCALE: 1/8" = 110" EXTERIOR FINISH SCHEDULE CONCRETE BLOCK BY ANCHOR BLOCK INTEGRAL COLORS I 12"W x 8" H X 16" LONG, ROCK FACE CONCRETE BLOCK, COLOR - MOJAVE - RUNNING BOND 12" W X 8" H X 16" LONG, ROCK FACE CONCRETE BLOCK, COLOR - HICKORY - RUNNING BOND ®3 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - MOJAVE - RUNNING BOND ®4 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - EGG SHELL - RUNNING BOND ®5 HEADER 12"W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK, COLOR - HICKORY ®6 SILL BLOCK 12" W X 8" H X 16" LONG, BURNISHED CONCRETE BLOCK, COLOR - HICKORY ®7 12' X 14' PREFINISHED METAL INSULATED DRIVE IN O.H DOOR ®8 8'-8" X 9' O.H. DOCK DOOR WITH BUMPERS / SHELTER / DOCK LEVELER ®9 3' X 7' INSULATED STEEL MAN DOOR -PAINTED SIERRA TAN TO MATCH COPING. ®10 ALUMINUM STORE FRONT FRAMES WITH INSULATED CLEAR GLASS -ALUMINUM FRAMES BY TUBELITE, AMBER -1K, AAM12C22A44, ANODIZED FINISH, LIGHT LIMIT. ®11 ALUMINUM WINDOW FRAMES WITH INSULATED CLEAR GLASS -ALUMINUM FRAMES BY TUBELITE, AMBER -11K, AAM12C22A44, ANODIZED FINISH, LIGHT LIMIT. 12 ROUNDED METAL ENTRY CANOPY -KYNAR 500 OR HYLAR 5000, COLOR TO MATCH AMBER 1K FINISH 13 PREFINISHED ARCHITECTURAL METAL COPING, KYNAR 500, SIERRA TAN 14 PAINTED STEEL STAIR WITH 1-1/2" 0 TUBE RAILINGS 15 PAINTED 6" DIA. STEEL PIPE BOLLARD - CORE FILL W/CONC. & DOME TOP. SET OUT 1'-0" FROM BUILDING FACE. 16 POURED CONCRETE APRON ® DRIVE-IN O.H. DOOR 17 POURED CONCRETE STOOP WITH FOUNDATION ® MAN DOORS 18 ARCHITECTURAL WALL MOUNTED LIGHT FIXTURE 19 DOWNCAST WALL MOUNTED LIGHT FIXTURE FOR PARKING LOT, SEE ELEC. PLANS 20 POURED CONCRETE RETAINING WALL WITH 4' GRID PATTERN p1 PAINTED WOOD GATE FOR TRASH ENCLOSURE ARCHITECT: I AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAMR BRIAN HOUWMAN REGISTRATION N0. 22604 DATE BUILDING OWNER / DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANIHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: LOT 3, BLOCK 2 GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN SITE PLAN SUBMITTAL 5-23-08 REVISION DATE ADJUST SITE / BUILDING LAYOUT 11-06-07 ADJUST SITE / BUILDING LAYOUT 11-27-07 ADJUST SITE / BUILDING LAYOUT 12-04.07 JOB# 00525 DATE 08-21-06 DRAWN bh CHECKED BH EXT ELEV A390 LL' � 16"OAS q�� Iu vv \ % f// // \� r r `\ 1 Awl 16 GA--------- ' ' !\\ \ 4', w N `> �b / / 24 2 BW i r� 9w(DA 24 OA I ATCH 960 QJ �- _2-' 7 Il Y / BOULDER RETAINING LL /� / (FIELD DESIGN) / i- - - - - - - v it !rh96roa- 35 \ 1 L 12" SP 62.70 ' 7 63.35 N 6rs 1 n 63.90 3' 1 � T to cc o ! ! 95 TIPPED -OUT ! ! 62 8612 CURB 63.95 \\ ' ` w ! , 11 I,,1 / 350 3.9 63 DO 1 1 I t,1 63.35 � 6 - CONCRETE` SPILLWA A! �`I° s\�� 6 1 63.00 62.64 6k. 11 12 CURB ;` \ 1 ! \ / 63.95, f X'' D5�$ 63.95 fl 62.64 6\ 63.95 10 i , 1, 63.9 ` 1 ea s3.00 1 62.64 1 1 0060.00 63.95 j I I ( 1 960 1 , B612v UR & TTEq 59.60 63.9 i\ ' (TYPIC L) 1 \ I I `0 60.00 63 � � I 62.25 i' [0.00 Ar 1 i 1 / \ PROPOSED BUILDING 63.95 \ rn; \ 4411 \ i FFE=964.00 `(30ULDER E INC S N) I � VV 63.9 62.50 \ \' 15'0A„i B3' a 63.00 \ *44 O" I I/60.00 0� to6 60.TIPPED-OUT 96O _ _ �\� i + B612 CURB 63.95 ATCH\`•95�. 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IS 56 4" A g$ Asa \\\ ;kX/CBMH / --- ---- 495 52 % - - - -- 0I 957.00 / - - / INV=X49.18 �/ �I t° 0- 11 _- - _ _- _ O -l\ 1, r054{ Inv bo _ \ Ao X S7 H \\ -- nh`0 9g31�J--------A�1ry �i-'� =9 50I '\ 1 ---.__---.ma---------z9<2�- .dy `N , ��4g14-I'1 19 q.00f'ISE,NW) \\ *'La9- --- - eti /`/`J Gays IN 9 $1.97 NE) \ I gh P { P\P Apn4-___------"_------_--_-��\ `0h ��+ \may yki 1 (t \ A.b e g s __QQ.• s �NV , 51451 W) \ j4\\yP- - _-\ \ 96P. 9R1 0A 9g\I 1\ II II III _ G II 'I�, 1\A3;S / y O Z, 1 9\ rya.°a i IS i G ��/VV^^// v J114iP I LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> 0 - - -----a SANITARY SEWER e- > -0 0 SI 0 FORCEMAIN (SAN.) 0- > FM > -0 0--> N > WATERMAIN ►f- I - -� EASEMENT - GAS LINE UG - - ELECTRIC UE - TELEPHONE UT -- 2.5 SPOT ELEVATION 9 X25 9sX CONTOUR 902 902- ---- RIP RAP OVERFLOW ELEV. PEOr XXX.X STANDARD -DUTY BITUMINOUS HEAVY-DUTY BITUMINOUS GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY LTV NFORMA110N SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CVASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. • 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE ATTHE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 8. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 9. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 10. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ONSITE. 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES To A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. 14. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 15. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL S VA SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. 16. FINISHED GRADING SHALL BE COMPLETED, M LETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES, AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME HUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 17. TOLERANCES a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER it. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 28. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER. THE SEEDING SHALL COMPLY WITH MWDOT SPECIFICATION NO. 3876 WITH THE USE OF MN/DOT MIXTURE NO. 50B OR 250 GR AND APPLIED AT A RATE OF 100 POUNDS PER ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL COMPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, F7. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. 29. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 30. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. NOTE: EXISTING CONTOURS DERIVED FROM COMBINATION OF SURVEYED TOPOGRAPHY, DESIGN CONTOURS FOR CHANHASSEN WEST BUSINESS PARK SUBDIVISION PLANS, AND DESIGN CONTOURS FOR LOT 2 BUILDING PLANS. REPORT ANY SIGNIFICANT DISCREPENCIES TO ENGINEER IMMEDIATELY. 0 30 60 I Scale In Feet Engineenng • Planning • Surveying tombs Frank Roos Associates, Inc. 14800 2841 Avenue Al Suite 140 Plynnouth • MmneSCM • 55447 phone: 763/476-6010•r5x 763/476-8532 website: www.mfracam Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No, Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: iJ Approved: DR Book / Page: Phase: PRELIMINARY InilialIssue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title GRADING PLAN Sheet Number Revision C 1 Project No. EDE17377 i 8" WATERMAIN STUB CONNECT TO EXISTING 18" OPENING IN STRUCTURE AT INV=949.00 ��W BEIQb elm - CBMH IM=957.00 INV -949.18 �hWMP=945.18/ AINGARDEN AREA LANDSCAPE PLAN < -- C LEGEND CURB & GUTTER STORM SEWER SANITARY SEWER FORCEMAIN (SAN.) WATERMAIN EASEMENT GAS LINE ELECTRIC TELEPHONE PROPOSED EXISTING Ill >> C 6--- > C^-- SN O 0—>FM>---0 0— M>---0 —UG UE UT UTILITY CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE PVC C-900, WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE ADS N12 HDPE PIPE OR APPROVED EQUAL. 5. RIP RAP SHALL BE Mn/DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER, THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. J. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 0 30 60 Scale In Feet Engineenng • Planning • Surveying FRA ,ombs Frank Roos Associates, Inc. 14800 28th Avenue NoM, SuLe 140 Plymouth • Minnesota • 55447 phone: 763/476-6010• tax- 763/476-8532 webs&: www.rrftcorn Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book/ Page: Phase: PRELIMINARY Initial Issue: 05,,23/08 Revision History No. Date By Submittal / Revision Sheet Title UTILITY PLAN Sheet Number Revision C2 Project No. EDE17377 8612 CONCRETE CURB & GUTTER (TYPICAL) 4" PER FT. 1 1/2"-MNDOT 2350 MVWE350358 2 1/2"-MNDOT 2350 MVNW35035B 12" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow HEAVY-DUTY PAVEMENT 8612 CONCRETE CURB & GUTTER (TYPICAL) 1/4" PER FT. 1 1/2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW350358 8" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.26 Select Granular Borrow STANDARD -DUTY PAVEMENT Engineering w Planning w Surveying FRA ',ombs Frank Roos Associates, Inc. 14800 28th Avenue Nord?, Suile 140 P61rto(Nt" Minnesota " 55447 phone: 7631476-6010" fax: 70476-8532 website: www .mha.corn Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title CIVIL DETAILS Sheet Number Revision C3 Project No. EDE17377 SEDIMENT TRAP AS MANUFACTURED BY 6" 1 Distance to � variable 3'-0" WIMCO,LLC.SHAKOPEE, MN., 1/2"r 3 NOTE: 6max 1, spacing ESS BROS.,LORETTO, MN. OR SIMILAR r slope 1/2"r To Bituminous Material p Grate Shown 2- VB Grate Shown shall be a 3/a" er ft used at all low points. _,Steel T Posts 24" in ground sffr�R01VSAAOsrAxnaRos DES" aos Note: Zip Ties MRpP _ Alk sTea coCODIZ naH an+ u owes a wacH tan "ra e o CDOTCuurb 1 and Gutter o Silt fence per specifications, P machine sliced MNDOT $aDrae 20DG woven / STTtU t IA -9 QR - An s Rucn Ru wnnHc `°� - s rt. °'.'-9+. =A rAc oR V. 29 OR 1928 OSTM ssv v Mn HM H SrMWM WATER 110W RATE (THROUGH TYPE W nLTER) 0.707 aft 0 3• head tom IuuM ovERn ow RA E s.s+ rrw o ,a• a.aa 8" 18 Face of Curb Direction of Flow monofilament, 36"wide fastened to steel T -Posts with 3(501b) tensile 1"-2"WASHED ROCK strength plastic zip ties per MODEL#CG23 6" Distance to variable PLAN T -Post. (Machine sliced) 6" Min. Depth of silt O o 1/2•r 1/2"r Top Bituminous Material fence embedment �S 0' r t. sopa 3/e per It MnDOT 8612 Catchbasin casting EROSION CONTROL S' 0 0 �7ti 0 6ECnP'"` : •':.:•r Concrete Curb and Gutter and grate Neenah FENCE - TYPE 1 ?7j M - N NOTE: R3067 -V or equal Grate to be 2" below 3" radius curb box. gutter grade. tieTF�c o o mestow 1 axiom a Rine Areuxr O - armor®-roaa-mr s. 12• � For Use Only with Private Driveways, 5' transition each Parking Lots, or Medians. side of catchbasin. �a'£L°' y Precast concrete or 6"MIN.DEPTH FOR ROCK Oy.�` 0 o HDPE adjusting rings. Top of Curb 10"MIN.DEPTH FOR WOODCHIPS 1y0� 0 Note: 0 ooGtio�r 28"R Varies 6 1/2" Type 2 silt fence is the some as type I with hay bales installed as per detail. 12"R 16" 68"R Top Bituminous Material r Minimum of 2-2", maximum of 5-2" Varies ��Q'(N N / Type 2 to be used to protect all wetlands. M concrete adjusment 24" x 36" 18" MINIMUM CUT OFF BERM M _ - SURMOUNTABLE rings allowed with 1/4" to 1/2 bed mortar Precast 3' minimum 5" Steel T Posts 24" in ground 3� o � :1/2".-:: "`' :'.'' Concrete Curb and Gutter of TO MINIMIZE RUNOFF FROM SITE o H'": between each and a 3" Grout 6" thick concrete collar > 17 1/2" 10 1/2 on the outside. ___T6" m x�°cn9 FILTER FABRIC cv-23 xw-na 6, 28" Hay or Straw Bales Doghouses shall be ° two wood "a dram tl.wo We IS to 2.6 into the wound. grouted on both the SECTION Bala to be recessed 5 below grade. xw nor rax NOTE: 4" 8„ 1 1 Inside and outside. Zip Ties P sales we to be tied with a non-Oegrodoble, Materld. /8"r NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK NOTES: Clean filter media after each rain event and replace if filter is clogged with Bituminous Curb Steps shall be provided in all catch basin/manholes and storm sewer manholes. TO STOP MUD MIGRATION THROUGH ROCK. sediment. a Bituminous 2. Casting to be totally encased in concrete curb section. EROSION CONTROL Remove debris/sediment from receptacle after each rain event. Surface 6" Shoe Formed 3. No block structures are allowed. FENCE - TYPE 2 -� N 4. No wood shims ore permitted in the adjusting rings. X10F SILTSOF ROCK NSTRUCTICATCH COE UffOF BASIN I'[rIOF TYPICAL CURB Cfff OF CATCH BASIN r ,� FENCE TRAN EON SEDIMENT TRAP AND GUTTER '� RECTANGULAR REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5300 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5301 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5302A REVISED: 2-08 ENGINEERING DEPARTMENT PLATE No.: 5203 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 3101 FILE NAME: G: ENG SPECS 5300 FILE NAME! G, ENG SPECS 5301 FILE NAME G: ENG SPECS 5302A FILE NAME: G:\ENG\SPECS\5203 I FILE NAME: G: ENG SPECS 3101 w DROP LID 7.5' Minimum cover required 24"x36" slab opening for Neenah F+, o w Y v v WATER over top of water main. T ler No. 6860 Mueller No. H-10361 3067-V or equal 24"x36" slab opening for Neenah ro ��s. 1- o Bibby -Ste -Croix No. B-5160 R3067 -V or equal NOTE : �r �> w �J m o Z PROVIDE VALVE STEM RISERS Surmountable Curb & Gutter to be transitioned i• p w N = Sigma No. VB260OW TO WITHIN 6" OF THE SURFACE ® Into a 8618 type at catchbasin. 117 to w z i IF THE DISTANCE FROM NOTE: o N c¢.T o a 0 F THE TOP NUT OF THE VALVE TO 1- V Grote shown o Note: Catchbasin Frame & Grat Neenah R u N THE SURFACE IS GREATER THAN 8'. 2- VB Grates shall be used at all low 1- V Grate shown -3067-V or ve Grate. ® '� o w i °o Grade points. 2- VB Grates shall be used at all low y'"� a w a i- 1n o points. U) w >� Of x o > Q x o a Fl^' o .- J m � EL o Q a0 z �= TOP Adjust top to 3/4" below Neenah R3067 -V costing and grate or equal. g Neenah R3067 -V casting and grate or equal. A NOTE Catchbasin to be depressed 2• u ° � > u.i 0 D ¢ 'o o > b o 'NIW � ,L U1 � , 3 J 00 0 <� � w 0 W m Cie Tyler No. Mueller No. Bibby -Ste -Croix No. y 6860 26" grade. Box to be set to H-10361 26" provide 12" of adjustment. VB502 27" Minimum of 2 maximum of 5 c3 a) a Z 0: 0 N n Q io w o a Sigma No. VB630G PLAN concrete adjustment rin s with full 3" Radius g -�� PLAN Minimum of 2 maximum of 5-2" .X.�' below design gutter line grade. A e. Neenah R -3067 -VB shall be used at all - 0 > 3. 0 a N 0 N r z B Sigma No.VB630 6" Conc. beds of mortar. 6" Conc. collar concrete adjustment rings with full 1 9 ^. low points. c - a< w m z 5-, w a Tyler No. 6860 collar Precast concrete or bed of mortar. o n = DO X <o Mueller No. H-10357 HDPE adjusting rings. Precast concrete or ow 3 i < EXTENSION Tyler Bibby -Ste -Croix B-5001 v ° HDPE adjusting rings. 1 9 9 ISOMETRIC +- a) tv -0 No o y a a No. 58 14" Gate valve box, screw type, spze Vari s 6" recast reinforced concrete slob. Precast D A 6" recast reinforced concrete slab. P surmountable Concrete Curb & Gutter No scale � U N Z ry M N m c3 D QW No. No. 59 1 8" 3 piece, 5 1/4" shaft, 60 24" G box, 7'-6' x extended, 12" 1 Top of barrel section below top slab Top of barrel section under top slab Rebas4E Each way W J 3' Zo Mueller No. 58 14" #6 round base �� to have flat top edge sealed with to have flat top edge sealed with ° Z a z J No. 59 20" 2 beads of Ramnek or equal. 2 beads of Romnek or equal. ° ¢ ¢ O o X Bibby -Ste -Croix Varies All joints in manhole to have All joints in manhole to have / o XHW ,9'L xaa GATE VALVE ADAPTER: 1 4" / "0" ring rubber gaskets. c Varies 0" ring rubber gaskets. 0 Cr w o = w <� a m VB5211 No. 58 14" COATING, 1/2' RUBBER 4'-0" T yp• c o J a VB522 No. 59 20" Precast concrete section 4 -0" Typ. Precast concrete section 0 ca S Zai VB523 No. 60 26" GASKET INSTALLED BETWEEN Z y. Manhole steps, Neenah R1981J or 5 equal, 16" o.c., Aluminum steps " NOTES: c c ° 0 g _ rn z a w wZm ?Zo ' � a Sigma No. BOTTOM VB630 THE GATE VALVE AND GATE VALVE ADAPTER. 5" 1. Doghouses shall be grouted on 0 Q Z / a F m h approved. both the outside and inside. c c 5' Min. Transition 5' Min. Transition o o o_ Of M n x N M Tyler No. 6860 65" 2. No block structures are allowed. m y _ a F Z o j = W, o z w a Mueller No. H-10361 65" Mueller or American Doghouses shall be grouted on both o Top of o t 0 z o 00 Qf w Y o w a o m w Bibby -Ste -Croix No. VB516 60" Flow Control the outside and inside. Manhole ste s, Neenah R1981J or P a 2^ a rn w s Z 0 of o- Doo w o 0 o cai a c a m Sigma No. g VB6302 60" Resiliant Wedge Valve .. a, 20 NOTE: No block structures are allowed. equal, 16' o.c., Aluminum steps approved. tx Curb w i J -z ZwFo - 1-olo F 0av0 m¢ 0� o�Nw r w J ,�71p¢U�JC, ��waar- �' 'a'~^ "' i- 'noZz�z Valve n2.03axd plastic wrapped Conforming to AWWA C-515-80 standards with sain per ss steel - ' "''' 4Q Qd o w� Z v } g of = nuts & bolts.e --- ,.. •r:: Minimum slab thickness, 6" for 14' 00 "1 0 m�3o� w z >U_O ¢Po N N c _ Fn �Q=zo section BASE ' O Minimum slab thickness, 6" for 14' ... de th. Increase thickness 1" for _ Desi n utter line rade 2 4-60" LONG g 9 9 2 iaC, 0 o www Op- o¢ �� } s ¢ A depth. Increase thickness 1" for is ' each 4' of depth greater than 14', Rebars Each way mZ�m ~U(~il�(n t=na0 U�aa Na 7a3=aa . each 4' of depth greater than 14', 6"x6" 10/10 and reinforce with 6"x6" 10/10 mesh. Frame & Casting 0°Z F_ - w Z m w .Nvi 4 u 6 and reinforce with mesh. I ¢ 4QfdQ~v N z! n Grout bottom of manhole to 1/2 SECTION A—A of woc)0 WD MF-> Of� SECTION diameter of pipe and slope Y Z J J QUr ¢� o ¢ of grout 2" toward invert. No Scale rc a w N a W rw-02w SU7301-(n > x w = u1 a 18"X18"X8" block SECTION No drain holes concrete CiTIOF CATCH BASIN CirIOF CATCH BASIN I'1TIOF CURB CONSTRUCTION OSIN TYPICAL CITIOF GATE VALVE BOX t1uC,IT�I,OlF1i CW=MANHOLE CHAMM MANHOLE IMMEN �+� � INSTALLATION WITH SUMP AT INSTALLATION REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 31 04 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 31 02 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 31 O6 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: A 1 OO4 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE No.: 1006 FlLE NAME: G: ENG SPECS 3104 FILE NAME: G: ENG SPEC$ 3102 FILE NAME: G: ENG SPECS 3106 FlLE NAME: G: ENG SPECS 1004 FILE NAME: G:\ENG\SPECS\1006 8612 CONCRETE CURB & GUTTER (TYPICAL) 4" PER FT. 1 1/2"-MNDOT 2350 MVWE350358 2 1/2"-MNDOT 2350 MVNW35035B 12" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow HEAVY-DUTY PAVEMENT 8612 CONCRETE CURB & GUTTER (TYPICAL) 1/4" PER FT. 1 1/2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW350358 8" -Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.26 Select Granular Borrow STANDARD -DUTY PAVEMENT Engineering w Planning w Surveying FRA ',ombs Frank Roos Associates, Inc. 14800 28th Avenue Nord?, Suile 140 P61rto(Nt" Minnesota " 55447 phone: 7631476-6010" fax: 70476-8532 website: www .mha.corn Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title CIVIL DETAILS Sheet Number Revision C3 Project No. EDE17377 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" G !� R MAJESTIC WAY \ ILL �' z r AwM H 9 w � - T 81. BLUE JAY CIR. C _J B2. AUDUBDN CIR. g 83, TEAL CIR./NKER ST. z 04. PARTRIDGE CTR.. •-NUT CURVE 3 65. WHITETAIL RIDGE CT. S lD EVER C CHAN ASSEN M CIR. 94 CLINE C R l R, r 96. PHEASANTCIR. P P, 20,321 &A 1 113, ARLINGTON CT. 2000 ❑ 1 BERRi CHICKORY WAY 117 WAY 13o e POPPY DR, 150, WATER LEAF P 1 BLUE SAGE LA. 1 5 d 150. ARBORETUM BI_V -- j 143,1 PARK a / M1cGLYNIN 19 Gi a G � f, _ � cr, 3 � DR. Z q o B S J G > L CD L U T ' E I�1\ Po� COULTER �\9I'�Q� _ ' BLVD. j 6 rJWER� AN➢REWo- P3�J CT. 110. SUFFOLK DR. Z OD N 111. ESSEX RD. 123. POWERS PL. pPRK z j nrP pO �� 09 T.P AkGF R, E. I u _i P k m C T 0 ! _ F \. �➢ n _ o > U I BRIDLE x ?'' CREE VIEW � 11 I CR_ BRIDLE°`! SANCE �Ne QR. RENALS Y P TR. CIR 33. 1< CT.' R J „i133. 134. �(v �- M`nG•� � ~ SJ Z f 19 S Q9'VQG' 9 2 .ti, y`=o' rn HERON \� , LAKE Q A q p6R = r 109. a C � L W J L � 0 o A. 9 9 J LY ,- T- �MAL�AR MA L D N < � O w '� e I < u �L \ fTNATHANN CT.--rF$1DGE 8 TR. y� rv'i l� TE BLV➢. J T316W P- 4 S P G n � z _ R23Wy VALLEY ^• THRUSH, / 16'.15 > g RIDGE a ,!� CTI"� 21'.22 3 PL. Y9,y U J W fiC I UM a'•>M E O r9 � nSUN� r - al' QI , 1 5 - 1!. Ve r' IT. I ..I. -its,\ - f• I 4V.. a+er P-0 J - U^ r If t 1 \ •I Y J t r- ' C La ! i L I 1 \ ! t,4 F+ . - -. r IB - •, _ ,,.- _ - ' � fir.' - .>�.;. I r� :r:• t f t ._ .Z1',rJ. Fla I IyJ ....f -rte- .P` I 4 t-. �: i _ ��_ _ a -rd _• �-%�i -.•, _ +-.� 1 J -�. Ridge T,- up n {y, Z _ _ I .��,`' �. _ Ste; ?� •+ .�I' �[};, I ! \I � � .t`S I' .. 'rW- - �y to �'-.T i 1 I , : �';' • 5:.' tt.. `.."r[1 __ _.Ir SITE LOCATION MAP USGS MAP NOT TO SCALE NOT TO SCALE 24" OA I \ ' \ i i 20"BW_ _ 1 1 - - / `\ 1 -- I 2 OA - 1 I 11" SP i (O ! \ \ 1 IP - It 11- \ , 1 i A 1 TYPE TROL / 9sz 1 1 SILTILI 11 IN 96 ( 1; CAL) TEC`ION I I S IP -1 \\ I \ PROPOSED BUILDING 1 , 1 i I; ( •� fFE-964.00 /4 m 151,0AJ I ^, \ CT19N EMIR 9 \ 2 0 1 - \ Ih T I s 'CAI I ` ,� - / V-53.75(\ \ L - INV= 9.88 NE SW \ CP 950 \\�\ , TYPE 1 EROSION�TROL SIL'111 UL �O - / / / •/ i /1 "OA �� {. ---1F-+41 I _ ' / / EROSION CONTW BLANKET ON 3:1 SL \> A O 8MHIRIMF957.00 �$EE CE IN 4�0 - \ INV=49.18 , \ n �� `Q �L-' MFk 945.18 �15F' ----------------------- 4 /i0o 9��` yi�r !' --- ,9c----------9�__ .,y7•:>R`. � 4q. 9 .03['zSE.NW) \ 1 a'�' •ff�� n{�ra-_ _______________________ 1 10;91 ^nom ed \�s I INV7 5t45��W) \\ 1 �W0. tia 9940_-_�� '---n�, �..N 9e1 ( 11 � .n'$"+ A ._ _ •!s�` _vhr�g__ c! 1. 1. 1 1. 1 11 1 \ li 9R \ C 0 40 80 Scale In Feet DEVELOPER/OWNER: EDEN TRACE CORP 8156 MALLORY COURT CHANHASSEN,MN 55305 SITE OPERATOR / CONTRACTOR/GENERAL CONTRACTOR: MINGER CONSTRUCTION SUPERINTENDENT: SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES UNDERDRAINS STORM SEWERS CURBS AND GUTTERS. 3. INSTALL INLET PROTECTION AROUND NEW STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 7. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED) GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR CONTACT ALL THE APPROPRIATE UTILITY NTR OR MUST COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT NG TH PROPERTIES DURING E CONSTRUCTION PHASES OF THIS D R PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT NPDES PERMM AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED IS APPROVED BY ALL AUTHORITIES THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPGA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 17, ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 18. DISTURBED PORTIONS OF THE SITE WITHIN 200 FEET OF AND FLOWING TO A SURFACE WATER, AS DEFINED IN THE GENERAL PERMIT, WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3, TIMING OF TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING GUIDEUNES: TYPE Of SLOPE TIME (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS FLATTER THAN 10:1 21 DAYS 9 DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE 1 N WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THATARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENTTO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23, SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS INLET PROTECTION DEVICES, ETC) TO PREVENT EROSION 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24OU H RS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED M E ED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART N.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEES) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART 11.0.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND ATA FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. Engineering • Planning • Surveying Comb Frank s a Roos Associates, Inc. 146VJ 280 Avenue .Nor0f, SUlie 140 P&M04,df • Minnesota • 55447 phor1 : 763/476.6010- bx- 763/476-8532 Lt/ebsW: vvwv.,,rftcom Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book Page: e: 9 Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PLAN / SWPPP Sheet Number Revision C 4 Project No. EDE17377 1 C"B'w 14" _ " BW 16"0A 4" OA r 92 � CA � 18�' �A24� OA � 18 , �16 GA A 4„ 24" BW 18 O— A" 24" O.A I 10 UA XISTING BOULEVARD\ TREES PROVIDED N PREVIOUS PHASE \ (4) HIL SOD (8) RSS— (16) SDD (24) (3) MAJ 1) SS (2) GK— (3) MAJ (10) RSS \ • �(37) TAY (12) KFG (19) SDD (3) MAJ a (2) MAJ O (2) SS e (11) RSS (3) MAJ (6) MAJ (4) MAJ (7) RSS LANDSCAPE (1) SS EDGING (TYP) (3) MA PROPOSED BUILDING (2) MAJ FFE=964.00 (10) RSS HARDWOOD MULCH (1) SS ALONG BUILDING (3 (2)AJ- TYP MAJ (10) KFG (4) GLE =PLANT LEGEND OVERSTORY DECIDUOUS TREE EVERGREEN TREE SOD—ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH 0 SHRUBS/ PERENNIALS ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP �^� 001`0 ROCK #817, }z" MODIFIED, GREY/BLACK IN COLOR f ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, 0��JJJ WISCONSIN. 715.483.3216 M LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF—SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN TREE AND SHRUB BED LOCATIONS AROUND PERIMETER OF BUILDING, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, t%" MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM F ALL DELETERIOUS MATERIAL OWNER TO APPROVE ROCK MULCH PRIOR TO CONSTRUCTION (3) SS H T A MINIMUM 4" APPROVE MU H P 1 QTY COMMON NAME OF 3 DEPTH OVER FILTER FABRIC, FREE 0 , SIZE ROOT (12) BJD 14 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR (12) EMS GK POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 (9) KFG 13 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. PICEA GLAUCA DENSATA 6' HT FULL FORM TO GRADE SS 36 SPRING SNOW CRAB MALUS 'SPRING SNOW' 2.5"CAL. ALC FULL,STR.,LDR. NO V' CROTCH 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO /�(2) (2) HHR COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS (20) BJQ NECESSARY FOR OPTIMUM GROWTH. (20) EM4 HENRY HUDSON ROSE Rosa 'Henry Hudson' 24" WD. CONT. (16) KF 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL—MET, OR APPROVED EQUAL, ANCHORED WITH BJD — -- METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 18" WD. #1 (2) ALC DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 EMS 73 EMERALD MOUND HONEYSUCKLE DEPTH FREE OF ALL DELETERIOUS MATERIAL OWNER TO OF TO CONSTRUCTION (2) HR 9. SHREDDED HARDWOOD MULCH SHALL BEA LC R OR 10. SHREDDED HARDWOOD MULCH COLOR NATURAL FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. SINGLE TREE PLANTINGS AND SHRUB BED O KFG LOCATIONS AWAY FROM BUILDING AROUND PERIMETER OF SITE SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE OR SHRUB BED. DECIDUOUS �•I�✓ (13) BJ PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. f3 EM (28) KFS () _ ' 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT HARDWOOD REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. MULCH (TYP) t \ 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. (9) KFG _ (16) SDD { y 1 1, \ 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY (13) KFG THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. (19) SDD (6) SS 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. —I(9) KFG (9) SDD (5) H\\ 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE (3) KFG APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF—SITE PER PROJECT F(15�iL 6) SDD — (5) SS IMPROVEMENTS. KFG (46) (( KFG a �, (;7) BJD 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM DD(14) AWS (7) EMS SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR 1(13)KSDD pp (2) A�.0 WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER. METER, BOOSTER PUMP, BLOW—OUT VALVES, (2) HHR CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. �t (2 GK—J_ HARDWOOD MULCH (8) KFG k12) SDD >_7) KFG 6) SDD (2) GK 1) S —S 1__� (3) I (5) GK L (3) HL (2) SS I (2) GK SOD � •�/`� I • (9) KFG (13) 'BJD (13) EMSM PLANT SCHEDULE— LOT 1 (2) ALC. (2), HHR (5) KFiG (9) BJp, (8) EM '� ROCK �\ MUL , LANDSCAPE EDGING (TY( (2) HL • •400 FOR REFERTOPLANTINGSIN WATER GARDEN LANDSCAPE DETAILS ERSHEET EDGE OF KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT I REMARKS HL 14 THORNLESS HONEYLOCUST GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5 B&B FULL,STR. LEADER, LEADER, NO V' CROTCH GK 20 AUTUMN GOLD GINKO GINKO BILOBA 'AUTUMN GOLD' BS 13 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT FULL FORM TO GRADE SS 36 SPRING SNOW CRAB MALUS 'SPRING SNOW' 2.5"CAL. FULL,STR.,LDR. NO V' CROTCH HHR 8 HENRY HUDSON ROSE Rosa 'Henry Hudson' 24" WD. CONT. ALC 8 ALPINE CURRANT Ribes Alpinum BJD 74 BAJA DAYLILY Hemerocallis 'Baja" 18" WD. #1 DBH 12 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 EMS 73 EMERALD MOUND HONEYSUCKLE LONICERA XYLOSTEUM 'EMERALD MOUND' GLS 4 GROW LOW SUMAC RHUS AROMATICA 'GROW LOW' 30" MIN. HT. CONT. FULL FORM TO GRADE AWS 50 ANTHONY WATERER SPIREA SPIREA BUMALDA 'ANOTHONY WATERER' RSS 52 REGENT SERVICEBERRY AMELANCHIER ALNI LIA G N MAJ 34 MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' 02 CONT. KFG 319 KARL FOERSTER REEDGRASS CALAMAGROSTI 'KARL FOERSTER' SDD 175 STELLA D ORO DAYLILLY HEMEROCALLIS 'STELLA D ORO' TAY 1,37 1 TAUNTON SPREADING YEW Taxus x media 'Tauntoni' 12" WD. MIN. 1 GAL, CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. BUFFERYARD 'B' REQUIRED PLANTINGS PER 100 L.F. 2—CANOPY TREES 4—UNDERSTORY/EVERGREEN TREES 6—SHRUBS GALPIN BLVD. (340 LF) REQUIRED PROVIDED CANOPY TREES 7 15 UNDER. TREES 14 15 SHRUBS 21 214 "EXISTING BOULEVARD TREES THAT WERE PROVIDED IN PREVIOUS PHASE AND ARE ON LOT 3 ARE INCLUDED IN THE COUNT OF THE PROVIDED BUFFER AMOUNT. NOTE: ALL PLANTINGS ALONG GALPIN BLVD. SHALL BE FIELD LOCATED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION TO INSURE NO DAMAGE TO EXISTING TREES THAT ARE TO REMAIN. 0 30 60 U-912 F9 ME] Scale In Feet Engineering • Planning • Surveying combs Frank Roos Associates, Inc. 14WO 28111 Avenue Ali Suite 140 Rflnotdh • Minnesota • 55447 phone: 70476-6010• Ax 763/476-8532 were: wvnaa.mha.corrr Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet Number Revision L1 Project No. EDE17377 960 1 1 5- T -SW( 3- BC .- 2 -GI 5 -BIS - 12 1 il:MICU" 4� ES — 12 �— 4—BCB 15—SWG i 12—BFG BACKFILL 5—G0#--/ ! I 15—BES MULCH ' I I 12—CAT ° 7—GOA 2- B S — i� 14—BFG W 1—SW z0 — 0 i 12—GOA 1 12—G SEEDLING Ai 4� ES — 12 �— 4—BCB 15—SWG CONTAINER STOCK 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. SHRUB CONT. PLANTING DETAIL N.T.S. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL JILLL rv.Oia IV BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE SECTION OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. i 12—BFG BACKFILL 15—JPW ! I 15—BES MULCH ' I I 12—CAT ° 7—GOA of 15—SWG 1 Z� 14—BFG W I I i 12—BES z0 j 12—JPW i 0 i 12—GOA 0 PLUG SEEDLING 14—BNS CONTAINER SHRUBS 3—NBC Iris versicolor i 12—BFG HERBACEOUS 12—SWG BES 1 5—BES BROWN -EYED SUSAN 15—JPW SEEDLING I i 5—GOA MULCH TO BE REQUIRED, NOR IS IT 213 Rudbeckia subtomentoso i THROUGHOUT THE GROWING SEASON. ADEQUATE 3—ROD DESIRED. BUT IF STAKING/GUYING 5—GOA BUTTERFLY MILKWEED i SEEDLING PLANT 18" O.C. I 14�-CAT Asclepias tuberoso i. 1?—SWG CORRECT WATER DEFICITS BY SUPPLEMENTAL 12—BFG 4,1tt LIMITS OF ROOT SYSTEM DETERMINED BY THE ENGINEER, THE 15—BES CONTAINER STOCK 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. SHRUB CONT. PLANTING DETAIL N.T.S. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL JILLL rv.Oia IV BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE SECTION OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. 2X CONTAINER WIDTH BACKFILL SIZE SOIL REMARKS MULCH FINISHED BONESET GRADE of .. Z� W I . z0 PLANTING HOLE 0 195 0 PLUG CONTAINER STOCK 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. SHRUB CONT. PLANTING DETAIL N.T.S. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL JILLL rv.Oia IV BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE SECTION OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. I 15—CAT 'I 11-SWG =RAIN GARDEN PLANT LIST I s i l 1 1-BFG I 3—BCB 14—JPW 14—BES 10—BNS 28—BFG 14—GOA 19—JPW 17—SWG 24—CAT I 14—BES 15—BFG 18tBNS--J 12—GOA 18-JPW 8-SWG QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. 5 CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 1 RAIN GARDEN— ENLARGEMENT L2 CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS BNS 63 BONESET PLUG SEEDLING PLANT 18" O.C. TREES Eupotorium perfoliatum 15t LIMITS OF PLANTING HOLE BFG 195 15—JPW PLUG SEEDLING PLANT 18" O.C. CONTAINER SHRUBS Iris versicolor 4t HERBACEOUS STAKING/GUYING IS NOT ANTICIPATED BES 3t BROWN -EYED SUSAN 12—GOA SEEDLING LIMITS OF MULCH TO BE REQUIRED, NOR IS IT 213 Rudbeckia subtomentoso MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BASE / SIDESLOPE DESIRED. BUT IF STAKING/GUYING 258 BUTTERFLY MILKWEED I I SEEDLING PLANT 18" O.C. BECOMES NECESSARY, AS Asclepias tuberoso I CORRECT WATER DEFICITS BY SUPPLEMENTAL SIDESLOPE GOA LIMITS OF ROOT SYSTEM DETERMINED BY THE ENGINEER, THE PLUG SEEDLING 12—BNS GUYING STAKING GUYING SHALL BE DONE IN GUYING SYSTEM STAKING/ Zizio oureo SIDESLOPE JPW ACCORDANCE WITH THE RED CARDINAL FLOWER PLUG 14—SWG PLANT 18" O.C. POST TREE STAKING/GUYINGDETAIL. Lobelia cardinalis i BASE CAT 131 SALLOW SEDGE PLUG °i PLANT 18" O.C. 14-BFG Carex lurido BASE PLAN VIEW 12—BES 6 RED -OSIER DOGWOOD 18" #2 CONT. PLANT 5'-0" O.C. 12—JPW 3 TREE PLANTING, STAKING GUYING DETAIL BASE 11BLACK CHOKEBERRY 18" #2 CONT. PLANT 5'-0" O.C. I L2 Aronica melanocarpa HT. BASE / SIDESLOPE 19 HIGH BUSH CRANBERRY 15—GOA #2 CONT. PLANT 5'-0" O.C. N.T.S. I 15—CAT 'I 11-SWG =RAIN GARDEN PLANT LIST I s i l 1 1-BFG I 3—BCB 14—JPW 14—BES 10—BNS 28—BFG 14—GOA 19—JPW 17—SWG 24—CAT I 14—BES 15—BFG 18tBNS--J 12—GOA 18-JPW 8-SWG QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. 5 CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 1 RAIN GARDEN— ENLARGEMENT L2 CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS BNS 63 BONESET PLUG SEEDLING PLANT 18" O.C. TREES Eupotorium perfoliatum 15t BASE BFG 195 BLUEFLAG PLUG SEEDLING PLANT 18" O.C. CONTAINER SHRUBS Iris versicolor 4t HERBACEOUS BASE BES 3t BROWN -EYED SUSAN PLUG SEEDLING PLANT 18" O.C. EXCESSIVE OR POOR DRAINAGE. WATERING 213 Rudbeckia subtomentoso MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BASE / SIDESLOPE SWG 258 BUTTERFLY MILKWEED PLUG SEEDLING PLANT 18" O.C. 2) THE CONTRACTOR IS ADVISED THAT THE Asclepias tuberoso OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL SIDESLOPE GOA 231 GOLDEN ALEXANDERS PLUG SEEDLING PLANT 18" O.C. Zizio oureo SIDESLOPE JPW 120 RED CARDINAL FLOWER PLUG SEEDLING PLANT 18" O.C. Lobelia cardinalis BASE CAT 131 SALLOW SEDGE PLUG SEEDLING PLANT 18" O.C. Carex lurido BASE ROD 6 RED -OSIER DOGWOOD 18" #2 CONT. PLANT 5'-0" O.C. Cornus sericea HT. BASE 11BLACK CHOKEBERRY 18" #2 CONT. PLANT 5'-0" O.C. LC Aronica melanocarpa HT. BASE / SIDESLOPE 19 HIGH BUSH CRANBERRY 18" #2 CONT. PLANT 5'-0" O.C. Viburnum trilobum HT. SIDESLOPE r 'STING GRADE r AREA kNT ACCORDING TO >NTING DETAILS BELOW APPLICABLE :KFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. 4 PLANTING DETAIL FOR STEEP SLOPES L2 N.T.S. 5 L2 WATERING GUIDELINES ANTI—WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) VARIES, SEE GRADING ON SIDESLOPES OF 3H:1V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND LANDSCAPE PLANS AND PROVIDE 4" OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH FINISH GRADE GRADE THROUGHOUT. 36" DEPTH PLANTING SOIL MIX UNCOMPACTED IN 6" LIFTS N AND TILL 6" DEPTH INTO NATIVE SOILS. —70% SAND, (5% PASSING THE #200 SIEVE, AND A FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.) —30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) NOTES: 1. PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH SLOPED SUBGRADE ENGINEER/LANDSCAPE ARCHITECT. 2. INFILTRATION RATE OF RAIN WATER GARDEN TO BE DRY WITHIN 24 HOUR SECTION 4" PVC CONTECH A2000 SLOTTED DRAINTILE, PERIOD, UNLESS DESIGNED OTHERWISE. SEE STORM SEWER PLAN FOR CONNECTION. 3. CONTRACTOR TO PROVIDE RAIN WATER GARDEN INFILTRATION TESTING AND COARSE FILTER AGGREGATE(MnDOT 3149.2H) OBTAIN APPROVAL BY ENGINEER/LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION OF PLANTS AND MULCH. GEOTEXTILE FABRIC—TYPE II(MnDOT 3733), 12" DIA. MIN. OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. NEENAH R-2561 BEEHIVE CASTING & FRAME, FINISH GRnnr I - L I _l -VERIFY WITH STORM SEWER PLAN DRAINTILE/ OVERFLOW SECTION 4" DRAINTILE CONNECT TO STORM SEWER OR DAYLIGHT 6 RAIN GARDEN— ENLARGEMENT L2 N.T.S. Engineenng ° Planning ° SuiVeying FRA tombs Frank Roos Associates, Inc. 14800 2M Avenue AbM, Suib 140 Plymouth • Minnesota • 55447 phone: 7631476-6010 • be 763/4768532 website: www mltacom Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: ii Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 05/23/08 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE DETAILS Sheet Number Revision L2 Project No. EDE17377 AVE. AMOUNT OF WATER PER PLANT TYPE APPLICATION (GAL.) MACHINE TRANSPLANTED TREES (3" CALIPER+) 50-100 BALLED & BURLAPPED 20f TREES BARE ROOT TREES 15t 10t BALLED & BURLAPPED SHRUBS BARE ROOT OR 7f CONTAINER SHRUBS WOODY SEEDLINGS 4t HERBACEOUS GROUNDCOVERS AND 3t VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. 5 L2 WATERING GUIDELINES ANTI—WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) VARIES, SEE GRADING ON SIDESLOPES OF 3H:1V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND LANDSCAPE PLANS AND PROVIDE 4" OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH FINISH GRADE GRADE THROUGHOUT. 36" DEPTH PLANTING SOIL MIX UNCOMPACTED IN 6" LIFTS N AND TILL 6" DEPTH INTO NATIVE SOILS. —70% SAND, (5% PASSING THE #200 SIEVE, AND A FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.) —30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) NOTES: 1. PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH SLOPED SUBGRADE ENGINEER/LANDSCAPE ARCHITECT. 2. INFILTRATION RATE OF RAIN WATER GARDEN TO BE DRY WITHIN 24 HOUR SECTION 4" PVC CONTECH A2000 SLOTTED DRAINTILE, PERIOD, UNLESS DESIGNED OTHERWISE. SEE STORM SEWER PLAN FOR CONNECTION. 3. CONTRACTOR TO PROVIDE RAIN WATER GARDEN INFILTRATION TESTING AND COARSE FILTER AGGREGATE(MnDOT 3149.2H) OBTAIN APPROVAL BY ENGINEER/LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION OF PLANTS AND MULCH. GEOTEXTILE FABRIC—TYPE II(MnDOT 3733), 12" DIA. MIN. OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. NEENAH R-2561 BEEHIVE CASTING & FRAME, FINISH GRnnr I - L I _l -VERIFY WITH STORM SEWER PLAN DRAINTILE/ OVERFLOW SECTION 4" DRAINTILE CONNECT TO STORM SEWER OR DAYLIGHT 6 RAIN GARDEN— ENLARGEMENT L2 N.T.S. Engineenng ° Planning ° SuiVeying FRA tombs Frank Roos Associates, Inc. 14800 2M Avenue AbM, Suib 140 Plymouth • Minnesota • 55447 phone: 7631476-6010 • be 763/4768532 website: www mltacom Client EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project LOT 3, BLOCK 2 CHANHASSEN WEST BUSINESS PARK Location GALPIN COURT CHANHASSEN, MN Certification 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. Registration No. Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 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