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CAS-09_CARVER COUNTY SERVICE CENTER - 7808 KERBER BLVD.0Ca CARVER Q WATERNSERVATION DISTRICT 219 East Frontage Road Waconia, MN 55387-1862 TO: City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Statement DATE 5/26/2009 AMOUNT DUE I AMOUNT ENC. $935.00 DATE TRANSACTION AMOUNT BALANCE 04/30/2009 Balance forward 0.00 05/26/2009 INV #1433. Due 06/25/2009. Apple Tree Estates c 1 S5 110.00 110.00 05/26/2009 INV #1434.Due 06/25/2009. Auto Bohn Auto Park it SS 82.50 192.50 05/26/2009 INV #1435. Due 06/25/2009. Chan Licensing Center: 47,00 82.50 275.00 05/26/2009 INV #1436. Due 06/25/2009. Chan Public Works � L4 SOD 82.50 35T50 05/26/2009 INV #1437. Due 06/25/2009. Crossroads of Chanhassen IrSzi 55.00 412.50 05/26/2009 INV #1438.Due 06/25/2009. Fox Hill IIGC� 55.00 467.50 05/26/2009 INV #1439. Due 06/25/2009. IDI Distribution 1 t S!j 82.50 550.00 05/26/2009 INV #1440. Due 06/25/2009. Lakeside 1I95�-5 55.00 605.00 05/26/2009 INV #1441. Due 06/25/2009.Superdog Country Club l(S,5 137.50 742.50 05/26/2009 INV #1442. Due 06/25/2009. SW Village Transit + y 3j07) 55.00 797.50 05/26/2009 INV #1443.Due 06/25/2009. The Arbors ljrj5 55.00 852.50 05/26/2009 INV #1444. Due 06/25/2009. Walgreens 11 y5 82.50 935.00 , O PM OK 1M gY i t1� -deco- ii5s -715 CURRENT 1-30 DAYS 31-60 DAYS 61-90 DAYS OVER 90 DAYS AMOUNT DUE PAST DUE PAST DUE PAST DUE PAST DUE 935.00 0.00 0.00 0.00 0.00 $935.00 J Kraus -Anderson® Construction Company TRANSMITTAL 8625 Rendova Street N.E P.O. Box 158 Circle Pines, MN 55014 Tel: 763-786-7711 Fax:763-786-2650 Carver County Chanhassen License Center Construction Project # 90235 (965) 7808 Kerber Boulevard Tel: Fax: Chanhassen, MN 55318 Date: 2/20/2009 Reference Number: ulsu Transmitted To Transmitted By Bob Generous Pat Sims City of Chanhassen Kraus -Anderson® Construction Company 7700 Market Boulevard 8625 Rendova Street N.E. PO Box 147 P.O. Box 158 Chanhassen, MN 55317 Circle Pines, MN 55014 Tel: 952-227-1165 Tel: 763-786-7711 Fax:952-227-1170 Fax:763-786-2650 Acknowledgement Required Package Transmitted For Delivered Via Tracking Number Information US Mail Item # Qty Item Reference Description Status 001 1 Letter 2111/09 Letter from American Engineering Testing, Inc. re Summary Report for Construction Observation and Testing for Carver County Chanhassen License Center Cc: Company Name Contact Name Copies Notes Remarks kECIEVVtv, FEB 2 g 2009 GJTV OF �NpNHASSEN Prolog Manager Printed on: 2/20/2009 Page 1 4 • AMERICAN ENGINEERING TESTING, INC. February 11, 2009 Mr. Steven Taylor Carver County Government 600 East 4`h Street Chaska, Minnesota 55318 RE: Summary Report for Construction Observation and Testing, including "Special Inspections" (SI) Carver County Chanhassen License Center 7808 Kerber Boulevard Chanhassen, Minnesota For the period of July 6, 2008 through February 2, 2009 AET Project No. 22-00247 Dear Mr. Taylor: CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS • FORENSICS In accordance with our proposal dated August 5, 2008, we have been performing construction observation and testing including "Special Inspections" for your project. Our services have been coordinated through the Kraus Anderson Construction Company site superintendent, Mr. KeithBoehlke. This is a summary report of our services performed during the above -referenced time period. Copies of our Daily Field Reports are left at the project site for review by the City of Chanhassen Building Inspection Department personnel. Please refer to our previously submitted Progress Reports and letters for a more detailed description of our services. Requested Scope of Services We performed our testing and "SP' in accordance with our contract and as described in our Daily Field Reports and Progress Reports. We performed the following services on a full-time to part-time, on -call basis. The majority of our services were performed on a part-time, "periodic" basis. ■ Observation of test pit excavations ■ Observation and testing of the excavation base soils prior to fill placement ■ Observation and testing of foundation base soils prior to footing construction This document shall not be reproduced. except In lullwithout whiten approval of Amencon Engmeenng Testing. Inc 1715 Lake Dr. W. Chanhassen, MN 55317 Phone 952-361-3781 • Toll Free 800-972-6364 • Fax 952-368-4218 • www.amengtest.com Offices throughout Florida, Minnesota, South Dakota 8 Wisconsin AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER Mr. Steven Taylor February 11, 2009 AET Project No. 22-00247 Page 2 of 2 ■ Laboratory Proctor tests and gradation tests and field density tests on backfill for building pad preparation, footings, foundation walls, underground utilities, underslab drain system, and modular block retaining wall backfill ■ Observation of modular block retaining wall construction, including geogrid placement ■ Field testing of fresh concrete including casting of concrete test cylinders; laboratory curing and testing to determine compressive strengths • "Special Inspection" of masonry foundation and bearing wall construction, including reinforcement placement and grout placement. ■ "Special Inspection" of reinforcing steel for foundations, piers, and floor slabs for compliance with project requirements ■ "Special Inspection" of welded and bolted connections for conformance to project drawings and for weld quality ■ Observation of test rolls performed on the parking lot base soils Our representatives prepared hand-written Daily Field Reports each day that they were on the site. We mailed our Compressive Strength Reports separately as the test results became available. Summary Please refer to our previously submitted Progress Reports, Daily Field Reports, and Concrete Strength Reports for more detailed information. To our knowledge, the items noted above, which we observed and tested, are consistent with the intent of the project plans and specifications on the dates(s) of our observations and testing. If you have any questions regarding this report, please contact us. Sincerely, American Engineering Testing, Inc. —Derek S. Van Heuveln, P.E. Thomas P. Venema, P.E. Staff Engineer H Principal Engineer cc: Mr. Pat Sims — Kraus Anderson Construction Company Mr. Keith Boehlke — Kraus Anderson Construction Company DSV_dw I S. PROJECTS122-00247122-00247 Sum. Ltr_dm_ Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-Iaw.com CAMPBELL KNUTSON Professional Association Direct Dial. (651) 234-6222 E-mailAddress: snelson@ck-l".com November 5, 2008 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 hAwej I E10I rl-RI DW03I &14A RECEIVErl NOV 6 — 2008 CITY OF CHANHASSEN DOCUMENTS ➢ SITE PLAN PERMIT #08-09 (CARVER COUNTY SERVICE CENTER) ➢ ENCROACHMENT AGREEMENT (CARVER COUNTY SERVICE CENTER) (Lot 2, Block 3, Burdick Park Addition) Kim, enclosed for the City's files please find original recorded Site Plan Permit #08- 09 for the Carver County Service Center site on Lot 2, Block 3, Burdick Park Addition. The site plan permit was recorded with Carver County on September 9, 2008 as Torrens Document No. T168189. Jean, enclosed for the City's files please find original recorded Encroachment Agreement with Carver County concerning construction of a retaining wall on the Carver County Service Center site which encroaches into a City drainage and utility easement. The encroachment agreement was recorded with the Carver County Registrar of Titles office on September 9, 2008 as Torrens Document No. T168190. Regards, CAMPBELL KNUTSON Professional Association a Su an R. Nelson, Legal sistant SRN:ms Enclosures SCANNED Document No. OFFICE OF THE T 168189 REGISTRAR OF TITLES IIIIIIIIIIIII I II III CARVER Che ## 9 COUNTY, Mce $ES 6T0 Certified Recorded on 09-09-2008 at 09:00 PAM ❑ PM 1111111II�,GIRI�IIIIIII11IBCad W. Hanson, Jr. CITY OF CHANHASSEN SITE PLAN PERMIT #08-09 SPECIAL PROVISIONS AGREEMENT dated May 12, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and CARVER COUNTY , a public body corporate arrrl political subdivision under the laws of the State of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 13,260 square -foot, two-story office building (referred to in this Permit as the "project"). The land is legally described as Lot 2, Block 3, Burdick Park Addition, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and famish 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 terns of this Permit, the written terms shall control. The plans are: Plan A --Site Plan prepared March 14, 2008, stamped received March 31, 2008, prepared by Frederick Bentz/Milo Thompson/Robert Rietow, Inc. Plan B--Grading, Drainage, and Erosion Control Plan prepared by BKBM Engineers, dated March 14, 2008, revised March 28, 2008. Plan C— Landscaping Plan prepared by James R. Hill, Inc., dated March 14, 2008. Plan D—Utility Plans prepared by BKBM Engineers, dated March 14, 2008, revised March 28, 2008. SCANNED 4. Time of Performance. The Developer shall install all required screening and landscaping by June 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 famish 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: Mr. Steve Taylor Carver County 600 East Fourth Street Chaska, MN 55318 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 13,260 square -foot, two-story office building subject to the following conditions: a. Wood chip mulch area will be extended in the northwest comer of the site. The proposed turf area under the tree in the comer peninsula will be removed. If desired, a single strip of sod may be placed along the curb line of the peninsula. b. The building is required to have automatic fire extinguishing systems. PA c. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. e. One (1) "van -accessible" parking space is required. f. Additional window area shall be installed in the break room in the southeast comer of the building. g. Signage shall be permitted on two building elevations only. h. Staff recommends that the curb line north of the drive-thru be shifted to the east to provide for additional vehicle stacking. i. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. j. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. k. An encroachment agreement is required for the retaining walls. 1. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. m. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. n. The Certificate of Survey must be signed. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. ki CITY OF CHANHASSEN BY: a �� T19)mas A. Eialon¢• Ma Gerhardt, City Manager I9YWWWe] J :1 4,; WSTJ W+L1X4[0111;1111'1 Its STATE OF MINNESOTA ) (as COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisgjLtkay o 20QL by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the of sen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to a authority granted by its City Council. N T Y P IC STATE OF MINNESOTA _ KAREN J. ENGELIIARDT i; Notary Public -Minnesota ss, '•,.:,:� s My Commission Expires Jan 31, 2010 COUNTY OF Cctr4.cr ) The foregoing instrument was acknowledged before me this Mx day of 20Qjby bau.-d 4emze Caarer �'o l / flr/m,n;rtydlrof CARVER COUNTY, is body corporate and political subdiv .ion under the laws of the State of Minnesota, on behalf of the County. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 DIANE M. WABBE Notary Public -Minnesota • My Comm. Expires Jan. 31, 2010 ..�wr.aoaw.✓e n� ozes.w.oeeamosroe 4 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 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 pemut in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 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 hamiless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' 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 temporaryjob site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property - I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in Ci addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions, The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions 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. CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 7/24/08 08-09 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 5/12/08 08-09 Site Plan Permit Carver County Service Center THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Steven Taylor, Carver County SIGNED: copies for approval copies for distribution corrected prints Kim Meuwissen, (952) 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN PERMIT #08-09 SPECIAL PROVISIONS AGREEMENT dated May 12, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and CARVER COUNTY (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 13,260 square -foot, two-story office building (referred to in this Permit as the "project"). The land is legally described as Lot 2, Block 3, Burdick Park Addition, Carver County, Minnesota. 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 March 14, 2008, stamped received March 31, 2008, prepared by Frederick Bentz/Milo Thompson/Robert Rietow, Inc. Plan B-- Grading, Drainage, and Erosion Control Plan prepared by BKBM Engineers, dated March 14, 2008, revised March 28, 2008. Plan C--Landscaping Plan prepared by James R. Hill, Inc., dated March 14, 2008. Plan D--Utility Plans prepared by BKBM Engineers, dated March 14, 2008, revised March 28, 2008. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 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. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Steve Taylor Carver County 600 East Fourth Street Chaska, MN 55318 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 13,260 square -foot, two-story office building subject to the following conditions: a. Wood chip mulch area will be extended in the northwest comer of the site. The proposed turf area under the tree in the comer peninsula will be removed. If desired, a single strip of sod may be placed along the curb line of the peninsula. b. The building is required to have automatic fire extinguishing systems. 2 C. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. e. One (1) "van -accessible" parking space is required. f. Additional window area shall be installed in the break room in the southeast comer of the building. g. Signage shall be permitted on two building elevations only. h. Staff recommends that the curb line north of the drive-thm he shifted to the east to provide for additional vehicle stacking. i. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. j. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. k. An encroachment agreement is required for the retaining walls. 1. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. m. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. n. The Certificate of Survey must be signed. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN BY: `lw Tl%mas A. Frrlone. Ma Gerhardt, City Manager DEVELOPER: CARVER COUNTY LWA Its STATE OF MINNESOTA ) (as COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thikgLtkay o 200X, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the of anhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to e authority granted by its City Council. N T Y P IC 3 KAREN J. ENGELHARDT STATE OF MINNESOTA ) j, Notary Public -Minnesota SS. '--5a " My Commission Expires Jan 31, 2010 COUNTY OFr rc r ) The foregoing instrument was acknowledged before me this �fA day of 20(2Lby Dixvid Rem2_4 Came' eo Adro r,;rfml6r DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-I100 NOTARY PUBLIC DIANE M. WABBE Lie—Notary Publlo--Minnesota W Comm. Expires Jan. 31, 2010 ewwesewwroo� 4 CrTY 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 patties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys 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 wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Pemvt within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Pemrit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordin¢. This Permit shall nm 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 R 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 maybe exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. 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 finish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 7 May 13, 2008 CITY OF Mr. Steve Taylor CHOUSSEN Carver County 600 East Fourth Street T700 Market Boulevard PO Box 147 Chaska, MN 55318 Chanhassen, MN 55317 Re: Carver County Service Center Admi952.22 ,11 Phone: �i2.227.itIX1 Planning Case 08-09 g Fax: 952.227.1110 Building Inspections Dear Mr. Taylor: Phone: 952227.1180 Fax:952.227.1190 This letter is to confirm that on May 12, 2008, the Chanhassen City Council approved Engineering Planning Case #08-09 for Site Plan Approval for a 13,260 square -foot, two-story office Phone:952227.1160 building, plans prepared by Bent7/fhompson/Reitow, Inc., dated March 14, 2008 Fax:952227.1170 (stamped Received March 31, 2008), subject to the following conditions: Finance Phone:952.227.1140 1. Wood chip mulch area will be extended in the northwest comer of the site. The Fax:952.227.1110 proposed turf area under the tree in the comer peninsula will be removed. If desired, Park 6 Recreation a single strip of sod may be placed along the curb line of the peninsula. Phone: 952.227.1120 Faz: 952.227.1110 2. The building is required to have automatic fire extinguishing systems. Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 3. Building plans must be prepared and signed by design professionals licensed in the Fax:952.227.1404 State of Minnesota. Planning 6 Natural Resources 4. Retaining walls over four feet high must be designed by a professional engineer and a Phone:952.227.1130 Fax: 952.227.1110 perntit must be obtained prior to construction. Public Works 5. One (1) "van -accessible" parking space is required. 1591 Park Road Phone: 952.227.1300 Fax:952.227.1310 6. Additional window area shall be installed in the break room in the southeast comer of Senior Center the building. Phone: 952.227.1125 Fax:952.227.1110 7. Signage shall be permitted on two building elevations only. Web Site www.ci.chanhassen.mn.us 8. Staff recommends that the curb line north of the drive-thru be shifted to the east to provide for additional vehicle stacking. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. 9. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a champing downtown, thriving businesses, winding trails, and hwulitul parks. A great place to live, work, and play. Mr. Steve Taylor May 13, 2008 Page 2 10. An encroachment agreement is required for the retaining walls. 11. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. 12. City tnmk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. 13. The Certificate of Survey must be signed. Enclosed is a site plan agreement that must be executed by Carver County. Note that if there is a mortgage holder on the property, they will need to sign the consent at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by September 10, 2008). The executed site plan agreement and 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. The City will submit all the necessary documents to Carver County for recording of the site plan. I recommend that the owner and/or their representative meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. If you have any questions or need additional information, please contact me at (952) 227-1131 or benerous@ci.chanhassen.mn.us. Sincer Robert Generous, AICP Senior Planner RG:ktm ec: Kate Aanenson, Community Development Director Joe Shamla, Project Engineer Jerry Mohn, Building Official Enclosure 9'Vhn�20Dg Phoning ca 008-09 carver wanly wince¢nw6approval lener.doc W CITY OF CHANHASSEN SITE PLAN PERMIT #08-09 SPECIAL PROVISIONS AGREEMENT dated May 12, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and CARVER COUNTY (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 13,260 square -foot, two-story office building (referred to in this Permit as the "project"). The land is legally described as Lot 2, Block 3, Burdick Park Addition, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and famish 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 March 14, 2008, stamped received March 31, 2008, prepared by Frederick Bentz/Milo Thompson/Robert Rietow, Inc. Plan B--Grading, Drainage, and Erosion Control Plan prepared by BKBM Engineers, dated March 14, 2008, revised March 28, 2008. Plan C--Landscaping Plan prepared by James R. Hill, Inc., dated March 14, 2008. Plan D--Utility Plans prepared by BKBM Engineers, dated March 14, 2008, revised March 28, 2008. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 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: Mr. Steve Taylor Carver County 600 East Fourth Street Chaska, MN 55318 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 13,260 square -foot, two-story office building subject to the following conditions: a. Wood chip mulch area will be extended in the northwest comer of the site. The proposed turf area under the tree in the comer peninsula will be removed. If desired, a single strip of sod may be placed along the curb line of the peninsula. b. The building is required to have automatic fire extinguishing systems. 2 c. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. e. One (1) "van -accessible" parking space is required. f. Additional window area shall be installed in the break room in the southeast corner of the building. g. Signage shall be permitted on two building elevations only. h. Staff recommends that the curb line north of the drive-thru be shifted to the east to provide for additional vehicle stacking. i. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. j. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. k. An encroachment agreement is required for the retaining walls. 1. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. m. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. n. The Certificate of Survey must be signed. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN IM Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: CARVER COUNTY GM Its STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this ---day of 200_, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 4 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion ControL Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 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 wan -anted 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 hamiless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' 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 temporaryjob site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the patties 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 maybe recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in 51 addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 200_ M STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_ , by NOTARY PUBLIC DRAFCED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chauhasun, MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 66 -Oct MEMORANDUM TO: Todd Gerhardt, City Manager ) C'IT�Y'OpFQ u FROM: Bob Generous, Senior Planner CIIAN>�ASSEN DATE: May 12, 2008 06,- 7700 Market Boulevard PC Box 147 SUBJ: Carver County Service Center, Planning Case #08-09 Chanhassen, MN 55317 Administration Phone:952.227.1100 EXECUTIVE SUMMARY Fax 952.227,1110 Building Inspections The applicant, Carver County, is requesting site plan approval for a 13,260 square - Phone: 952.227,1180 foot, two-story office building. Fax: 952.227.1190 Engineering ACTION REQUIRED Phone: 952227.1160 Fax :952.2271170 City Council approval requires a majority of City Council present. Finance Phone:952.227.1140 PLANNING COMMISSION SUMMARY Fax 952.227.1110 Park a Recreation The Planning Commission held a public hearing on April 15, 2008 to review the Phone:952.227.1120 proposed development. The Planning Commission approved a motion, six for and Fax:952.227.1110 none against, recommending approval of the site plan. The only concern that the Recreation center Planning Commission expressed, was that there should be adequate signage to direct 2310 Coulter Boulevard Phone:952227.1400 to the new service center. The Planning Commission minutes for A nl 15, peopleF> P Fax:952.227.1404 2008 are item la of the May 12, 2008 City Council packet. Planning 8 The City is proposing providing directional signs on the signal arms of the light on Natural Resources Phone:952.227.1130 Kerber Boulevard and West 78d' Street to direct people to the service center. Fax. 952.227.1110 Public works RECOMMENDATION 1591 Park Road Phone:952.227.1300 Staff and the Planning Commission recommend adoption of the motion as Fax:952.227.1310 specified on pages 8 and 9 in the staff report dated April 15, 2008 approving the Senior center Carver County Service Center. Phone: 952.227.1125 Fax:952.227.1110 ATTACHMENTS web site www.ci.chunhassen.mn.us 1. Planning Commission Staff Report Dated April 15, 2008. g:xplanx2008 planning cau \08-09 carver wunty service centerxexecutive sum ry.dm SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. 2 I CITY OF CHANHASSEN STAFF REPORT PC DATE: 04/15/08 CC DATE: 05/12/08 REVIEW DEADLINE: May 13, 2008 CASE #: 08-09 BY: AF, RG, TJ, ML, JM, JS PROPOSAL: Request for Site Plan Approval for a 13,260 square -foot, two-story office building: CARVER COUNTY SERVICE CENTER. LOCATION: 7808 Kerber Boulevard APPLICANT: Carver County G - 600 East Fourth Street Chaska, MN 55318 (952)361-1501 PRESENT ZONING: Planned Unit Development, PUD 2020 LAND USE PLAN: Commercial ACREAGE: 0.97 acres DENSITY: F.A.R. 0.31 SUMMARY OF REQUEST: The developer is proposing a two-story office building with a basement. The main floor will be for a Carver County Taxpayer Service Center. The basement level will be for mechanical equipment and storage. The second story is office space. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SCANNED Location Map (Subject Property Highlighted in Yellow) Carver County Service Center 7808 Kerber Boulevard Planning Case 2008-09 Carver County Service Center Planning Case 08-09 April 15, 2008 Page 2 of 9 PROPOSAL/SUMMARY The applicant, Carver County, is requesting site plan approval for a 13,260 square -foot, two-story office building. The entire area around the site is zoned Planned Unit Development, PUD. The property to the north contains a two-story bank building with offices. To the east, across Kerber Boulevard, is Market Square, a retail center. To the south across Picha Drive is an office and manufacturing building. To the west is the loading dock area for the Target store. The building is oriented on the property to provide a vista from West 78d Street. The main entrance, which is located on the north side of the building, is located on a plaza which is accessed from Kerber Boulevard. Parking is located to the north and west of the building. M., 1164• PNIYE City sewer and water are available in Kerber Boulevard. Access to the site is via Kerber Boulevard and Picha Drive. The site slopes from a high point of 962 on the north property line to a low point in the southwest comer at an elevation of 950. The site is vegetated, but has no trees. The proposed development provides a welcome addition to the downtown area and is consistent with the comprehensive plan. The site plan, subject to the adjustments recommended by staff, complies with all district regulations for the property. Staff is recommending approval of the site plan for the Carver County Service Center. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- histitutional Developments Chapter 20, Article XXIV, Parking and Loading Chanhassen Retail Center Development Design Standards GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Carver County Service Center Planning Case 08-09 April 15, 2008 Page 3 of 9 Size Portion Placement The entrance to the building is off the plaza area on the north side of the structure. The north elevation features the use of two-story window structures. The entrance area is highlighted by projecting out from the main body of the building. Aluminum and glass curtain walls around the stairwells emphasize the entry area. The building is articulated through the use of two primary building materials: face brick and stucco. The lower story is differentiated by having the east and south elevations projecting out from the main building envelop. Aluminum sun screen canopies are incorporated on the east and south elevations. Material and Detail Building materials consist of face brick, stucco and aluminum and glass curtain walls and windows. Color The face brick is grayish -tan in color. The stucco is painted yellow and green. Height and Roof Design The building height is 30 feet 6 inches to the top of the parapet. There are multiple roof lines on the building with three different levels. Metal sun screens are included on the east and south building facades. Mechanical equipment is not being proposed on the roof. Facade Transparency The northern elevation of the building is the primary building fagade which shall be visible from West 78a' Street. 54 percent of the northern first floor elevation includes transparent windows and/or doors. All other areas include landscaping material and architectural detailing and Carver County Service Center Planning Case 08-09 April 15, 2008 Page 4 of 9 articulation. An additional window should be incorporated in the southeast comer of the building to provide additional window area on Kerber Boulevard. The architecture detailing includes the use of upper level windows, the use of spandrel glass or architectural details which provide patterning, recesses and shadowing that create aesthetic interest. Site Furnishing The site includes a pedestrian plaza on the north side of the building. The plaza features benches, bike racks, landscaping, lighting, planters and retaining walls. Loading Areas, Refuse Area, etc. A screened waste and recycling area is located on the south side of the building. A small truck area is included south of the building. Landscaping Minimum requirements for landscaping include 1,213 square feet of landscaped area around the parking lot, two landscape islands or peninsulas, five 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 1,213 s . ft. >1,213 s . ft. Trees/parkingTrees/parking lot 5 trees 5 trees Islands or peninsulas/parking lot 2 islands/peninsulas 2 peninsulas Applicant meets minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: Required plantings Proposed plantings Bufferyard A — north 2 Overstory trees 4 Overstory trees prop. Line, 210' 3 Understory trees 0 Understory trees 3 Shrubs 76 Shrubs Bufferyard B — south 3 Overstory trees 5 Overstory trees prop. Line, 200' 4 Understory trees 4 Understory trees 7 Shrubs 24 Shrubs Bufferyard B — east prop. 3 Overstory trees 5 Overstory trees Line, 200' 4 Understory trees 4 Understory trees 7 Shrubs 22 Shrubs Bufferyard A — west 2 Overstory trees 4 Overstory trees prop. Line, 200' 3 Understory trees 14 Understory trees 3 Shrubs 23 Shrubs Carver County Service Center Planning Case 08-09 April 15, 2008 Page 5 of 9 Applicant does not meet minimum requirements for understory trees in the bufferyard plantings along the north property line. Considering the neighboring use, views and planting space, staff recommends that the bufferyard be accepted as proposed. The applicant's proposed shrubs and trees for the north and west bufferyards are appropriate for the site and will require less ongoing maintenance than turf. Staff recommends that the wood chip mulch specified along the north property line be extended to the proposed turf area under the tree at the northwest comer of the parking lot. Wood chip mulch is the preferred ground cover for trees and will reduce maintenance input in this area of the site. Lot Frontage and Parking location Parking is distributed on the north and west sides of the building. No parking is proposed between the front facade and Kerber Boulevard. One (1) "van -accessible" parking space is required. Lighting/Signage The applicant illustrates site lighting on their lighting plan with three different light fixtures, but provides no detail on the proposed lighting. City Code requires a decorative, shoebox fixture (high- pressure sodium vapor lamps) with a square ornamental pole to be used throughout the development area for area lighting. All light fixtures shall be shielded. Signage is permitted on two building elevations. The applicant is proposing wall signage on the north and east elevations. Wall signage shall comply with City Code requirements for signage in the Central Business District. Signs must use individual dimension letters with a minimum of %:- inch depth. Logos may not exceed 15 percent of the signage area. Wall signage shall be backlit if illuminated. A future monument sign location is shown on the plans. The site is permitted a monument sign near the driveway entrance to the property. The sign shall not exceed sixty-four (64) square feet in sign display area nor be greater than eight (8) feet in height. A separate sign permit is required for signage. Cal tl .VDi DV K There are no public streets proposed or required for development of this site. The site is bordered by Kerber Boulevard to the east and Picha Drive to the south. Both public streets are 34 feet wide within a 60-foot wide right-of-way. No improvements or right-of-way acquisition is required for either public street. SITE ACCESS AND SITE CIRCULATION The only access to the site is proposed on Kerber Boulevard and will be 26 feet wide and accommodate two-way traffic. At the right-of-way line this access will be approximately 27 feet Carver County Service Center Planning Case 08-09 April 15, 2008 Page 6 of 9 south of the M&I Bank access; however, the curb cut at the street will tie into the bank's curb cut. The City's access spacing guideline for the street and use is 50 feet. Staff supports the reduced spacing for the following reasons: 1. Kerber Boulevard dead ends approximately 500 feet south of the proposed access. 2. The grades south of the proposed access are too steep to construct an access that would meet the City's maximum driveway grade requirement. 3. A joint access with the bank cannot be achieved due to the grade difference between the two properties. A second access is proposed on Picha Drive. This access will be for traffic exiting the site only. The proposed driveway is 22-feet wide curb to curb and aligns with the existing driveway on the south side of Picha Drive. This access will provide egress for drive-thru traffic and staff parking. This access does not align precisely with the driveway to the south; however, staff supports the proposed alignment due to the low traffic volume in this area and because this access will be one-way only. The driveway at Kerber Boulevard will provide the only ingress to the site. The customer parking area will lie on the north side of the building; therefore, the majority of customer egress from the site will be from the Kerber Boulevard driveway. The proposal includes a drive-thru window on the west side of the building. The one-way drive aisle to serve the drive-thru and the parking will be 26 feet wide. Staff recommends minor modifications to the curb north of the drive-thru window to allow for more vehicle stacking. The wider drive aisle can accommodate stacking for the drive-thru and a bypass for vehicles wanting to exit the drive-thru queue. GRADING AND DRAINAGE The elevation on the site drops approximately 10 feet from the north to the south. The site currently drains to the catch basin located at the low point on the southwest corner of the property. The applicant proposes to mass grade the site. Storm sewer will be installed within the parking area and will discharge to an existing catch basin in Picha Avenue near the Target loading dock access. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. A rain garden feature is proposed on the east side of the building. The drain file outlet for the rain garden will connect to the existing storm sewer on the south. The applicant proposes to install a manhole over the existing pipe to accommodate the connection. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. Carver County Service Center Planning Case 08-09 April 15, 2008 Page 7 of 9 The existing storm sewer infrastructure servicing the site was sized to accommodate fully developed conditions. The storm sewer conveys runoff to the City owned and maintained pond on the south side of the Target building. The stairs on the northeast side of the building will accommodate the grade change along the east -central portion of the site. The grade of the parking lot on the north side of the building is approximately 7% to accommodate the grade differential. Three retaining walls are proposed. A 170-foot long, 3.7-foot high (maximum) wall will be constructed on the north side of the site. The second retaining wall will be approximately 85 feet long, 3 feet high (maximum) and centrally located on the west side of the property. The third retaining wall will be approximately 60 feet long, 2.8 feet high (maximum) and located in the southwest portion of the property. All retaining walls will encroach into the perimeter drainage and utility easements; therefore, an encroachment agreement is required. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. UTILITIES Six-inch diameter sanitary sewer and water services were stubbed from the laterals within Kerber Boulevard to serve the site. The sanitary sewer service is not deep enough to provide gravity flow to the basement. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. MISCELLANEOUS The building is required to have automatic fire extinguishing systems. Building 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. Detailed occupancy related requirements will be addressed when complete building plans are submitted. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Carver County Service Center Planning Case 08-09 April 15, 2008 Page 8 of 9 COMPLIANCE TABLE PUD Building Height 40 feet Building Setback N - 0' E - 25' W-0'5-25' Parking Stalls 31 stalls Carver County Service Center 30 feet 6 inches N - 89' E — 43.17 feet' W — 60.75' S — 43.75' 46 stalls (Public service buildings 1/500 sq. ft. with 8,981 sq. ft. = 18 spaces; Office 5/1,000 sq. ft. with 2,572 sq. ft. of office = 13 spaces.) Parking Setback N - 0' E - 20' N - YE - 20' W-0' S-20' W-5'S-20' Hard Surface Coverage 70% 63% Lot Area 0.46 acre 0.97 acre 20,000 sq. ft. 42,145 sq. ft. RECOMMENDATION Staff and the Planning Commission recommends that the PlanpAng Ceffinliss City Council adopt the following motion and adoption of the attached findings of fact and recommendation: "The Chanhassen Planning GewAnissien meeffffaends that City Council approves Planning Case #08-09 for Site Plan Approval for a 13,260 square -foot, two-story office building, plans prepared by Bentz/Thompson/Reitow, Inc., dated March 14, 2008 (stamped received March 31, 2008), subject to the following conditions: Wood chip mulch area will be extended in the northwest corner of the site. The proposed turf area under the tree in the comer peninsula will be removed. If desired, a single strip of sod may be placed along the curb line of the peninsula. 2. The building is required to have automatic fire extinguishing systems. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. One (1) "van -accessible" parking space is required. Carver County Service Center Planning Case 08-09 April 15, 2008 Page 9 of 9 6. Additional window area shall be installed in the break room in the southeast comer of the building. 7. Signage shall be permitted on two building elevations only. 8. Staff recommends that the curb line north of the drive-thm be shifted to the east to provide for additional vehicle stacking. 9. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. 10. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. 11. An encroachment agreement is required for the retaining walls. 12. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. 13. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. 14. The Certificate of Survey must be signed. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Plan. 4. Reduced Copy Floor Plans. 5. Reduced Copy Elevations. 6. Reduced Copy Grading, Drainage, and Erosion Control Plan. 7. Reduced Copy Utility Plan. 8. Reduced Copy Landscape Plan. 9. Public Hearing Notice and Mailing List. g:\plant2008 planning cases\08-09 carver county service centet'\staff report.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION MIA Application of Carver County for Site Plan Approval for a 13,260 square -foot, two-story office building. On April 15, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Carver County for a site plan review for the property located at 7808 Kerber Boulevard. The Planning Commission conducted a public hearing on the proposed site plan with variance which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided by the Land Use Plan for Commercial. 3. The legal description of the property is: Lot 2, Block 3, Burdick Park Addition, Carver County, Minnesota. 4. Site Plan Findings: a. 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. Is consistent with the site plan division of the City Code; c. 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 or developing areas; d. 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. 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. 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. The planning report #08-09 dated April 15, 2008, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan. ADOPTED by the Chanhassen Planning Commission this 15'h day of April, 2007. CHANHASSEN PLANNING COMMISSION M Its Chairman `A CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Bentz-Thompson-Rietow, Inc. 801 Nicollet Mall, Suite 801 M6nneapolis, MN 55402 Contact: Phone-612-332-123 Fax: 612-332-1813 Email: annv(a)btr-architects com Planning Case No. V Name and Address: Carver Coun CITY OF CHANHASSEN RECEIVED MAR 1 4 2008 ;HANHASSEN PLANNING DEPT l:naSKa. MIN 00610 Contact: Steve Taylor Phone: 952-361-1501 Fax: Email: stavlor(a)co.carver.mn.us NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non-conforming'Use Permit Planned Unit Development` Rezoning Sign Permits Sign Plan Review X Site Plan Review (SPR)' SoC) t 133 Subdivision' Temporary Sales Permit Vacation of Right-of--Way/Easements (VAC) X Variance (VAR) 200 Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign —S200 (City to install an remove) X Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPR/VACIVARIWAP/Metes & Bounds - S450 Minor SUB TOTAL FEE $ 1.QB3.00 $ 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: Carver County Service Center LOCATION: Chanhassen, MN 7808 Kerber Blvd. LEGAL DESCRIPTION AND PID: Lot 2, Block 3, Burdick Park Addition, Carver County, MN PID:251500090 TOTAL ACREAGE: 0.97 acres WETLANDS PRESENT: YES X NO PRESENT ZONING: PL1D REQUESTED ZONING: Same PRESENT LAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: Desire to construct a new taxpayer services building to serve the residents of Chanhassen and the greater Carver County community. We also ask for a parking setback variance for future needs and/or facility expansion. FOR SITE PLAN REVIEW: Include number of ebsting employees: 0 and new employees: 12 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-tegard"to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. SlgnatureofApplicant ' Signafure ofFee Owffiae 3/14/08 Date 3114/08 Date GtplanlfomslDeveiopm nt Reviay Applcalion. DOC Rev. 1106 W 2 s 2 £ U c\1ECJL ' n hi 0i DTA W t— Z W U W U '& `i? ry LLI �mza ym— fVv % lot s" s° O UQIU0. N W 2 V mm p ~T�Uq 01 S O4Zb m %mVm V� UU�oCL ® ° qn F kilo i st ° s Z s W F ipj py r I | £ ] ! - - � ¥ / I. 4 | § . KI §| . i CZ . �[ ! |2|, .W.| ■ I T CARVER COUNTY SERVICE CENTER r NORTH ELEVATION �1 EMT ELEVATION EOJTH ELEVATION VEST ELEVATION ..P mI rw a zxN / RU. w.. / am.1.m 1.c. CARVER COUNTY 1 SERVICE CENTER \1 CHANHASSEN, MN RUA"ONS SITE PLAN REVIEW MARCH 14, 2008 Pi ai > Z o t Z =•f z z . p V w U z w as; N � w w n V = € U N = y53 U � eF ,i30 M'0 4 t ° � f1311llfflllti' � aaPP3eYYF1i1iPe �����a�l'•��tlbm 6Y g ppyp e8 i llPlfaiP111l91E < z— P11i ;f I E` j a:il lit € Y iEv PYY PY EE Ei S;€iFt' ° °•' t Syi o - 'a �l 9 8iF �Aj l\ \ii � 8l� ��SfE 96 I P I� vqi oc j PROPOSED ILDINO FFE 9 .75 LFE 94 .42 0❑❑ 9:=-, PICHA DRIVE T hWN.nra, wMw r.rNJ" OL QdI . J.;;ss a�r .. es�cvr :...,. arr o - atv- �,�1�1F C7ltIBlAIII eP..avc NRNN iLE OR LOW POINT CASK -AIMS rm:u.w rwr 'r"eaTa:=i= sam' CITY OF Yr CVPN 3A4M iOVu� = Im SLMY w. f" �,iN gy EI F ,w.alo®aa\. MMR " WlM iPEOEPIp BENR# NILO MMCSM E. uo RIEaOW I�NPaC. m. Io:II Ya-:u, fu Iaral Ya-�eie ...elr-.er..N..n CARVER COUNTY 1 SERVICE CENTER CHANHASSEN, MN SURCbAN 4R 2 1 Ghat a+5a" 1 mvnRa,:l PlanHnv PAene RaN Caxdm PlmMnR PNIeI[e: (GNIrDWss Usti MW WIIOLV MLVM.LS r>•s ems••+�©�_..� as—•a®sv© ADJA 43MBANK PERtt / �� �•.. /�w eye nIRUA •ram.wwri `r..a 1� a n..rrryir ..ter rhr : �.+.+•.rarer 11 Vi/:le' BENCH DETAIL Crm 41 a.... : �au. � •• 0 nm .r �n ua .,. +. (, IMM RECEPTACLE DEVdL (Tw 21 tore A., 0 LANDSCAPE DETAILS, NOTES AND SCHEDULES: rn[ nu�a.rR /awa rnsrza' /��rtr m[xow wc. �4 N'eAf �AbA. All CARVER COUNTY SERVICE CENTER CHANHASSEN, MN LANDSCAPE PLAN SITE PLAN REVIEW MARCH 14, 2008 jd Jarms R. Rpl lnc. / V� D J fI"11z ..10 as MXR1 D),I AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on April 3, 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 Carver County Service Center — Planning Case 2008-09 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this '4 day of 2008. Public 3d�'��''4 KIM T. MEUWISSEN a, c Notary Public -Minnesota My Commission Expires Jen 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, April 15, 2008 at 7:00 p.m. This hearing may not start unfit later in the evening, depenclinQ on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Approval for a 13,260 square -foot two - Proposal: story office building with Variances on property zoned Planned Unit Development, PUD - CARVER COUNTY SERVICE CENTER Applicant: Carver Count Property 7808 Kerber Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/08-09.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at bcienerous(cZci.chanhassen.mn.us or by 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 500 feet of the subject site to be notified of the application in writing. Any interested parry 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 commercialtindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, April 15, 2008 at 7:00 p.m. This hearing may not start until ' later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Approval for a 13,260 square -foot two- story office building with Variances on property zoned Planned Proposal: Unit Development, PUD — CARVER COUNTY SERVICE CENTER Applicant Carver County Property 7808 Kerber Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the Citys projects web page at: www.ci.chanhassen.mn.us/serv/plan/08-09.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at bgenerous anci.chanhassen.mn.us or by 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 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/Industnal. • 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 somethina to be included in the report, please contact the Plannino Staff person named on the notification. This map is nether 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 Me GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. tiermis or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Mnnesola 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, indemnify, and hold harmless the Gty from any and all claims brought by User, its employees or agents, or third parties which apse but of the user's access or use of data nmvided. This map is neither a legally receded 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 Infomation System (GIS) Data used to prepare this map are error free, and the Gty does not represent that the GIS Data can be used for navigational, tacking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Mnnesom Statutes §466.03, SuM. 21 (2000). and the user of this map acknowlMges Mat the Gty shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hetl harmless Me City from any and all claims brought by User, its employees or agents, or third parties which arse cot of the user's access or use of data rovided. NEARCO IV LLC MARKET SQUARE ASSOC LTD PTRSHP DOUGLAS M HANSEN 7002 6TH ST N C/O AMCON CONSTRUCTION CO 11969 NORTH SHORE DR OAKDALE , MN 55128 -6146 1715 YANKEE DOODLE RD #200 SPICER , MN 56288 -9575 EAGAN , MN 55121 -1698 TARGET CORPORATION T-0862 ATTN: PROPERTY TAX DEPT PO BOX 9456 MINNEAPOLIS , MN 55440 -9456 MARKET SQUARE ASSTS II LLC 470 78TH ST W STE 260 CHANHASSEN , MN 55317 -4547 IRET PROPERTIES ATTN:CFO PO BOX 1988 MINOT , NO 58701 -1988 M&1 MARSHALL & ILSLEY BANK ATTN: MARK STUEHN 770 N WATER ST MILWAUKEE . WI 53202 -3509 SCANNED Public Hearing Notification Area (500 feet) (Subject Property Highlighted in Yellow) Carver County Service Center 7808 Kerber Blvd. Planning Case 2008-09 (OS -09 City Council Meeting - May 12, 2008 Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves Conditional Use Permit 08-05, to allow two buildings on a single lot, and including the attached Findings of Fact and Recommendation, with the following condition: 1. Approval of the conditional use permit is contingent upon approval of the vacation, site plan and administrative subdivision." All voted in favor and the motion carried unanimously with a vote of 5 to 0. CARVER COUNTY SERVICE CENTER, LOCATED AT 7808 KERBER BOULEVARD, Kate Aanenson: Thank you. The Carver County service center is located 7808 Kerber Boulevard. It's kind of kitty corner to where we are now. Just south of the bank and north of, actually east of Target and then north of office industrial park. Access will be off of Kerber Boulevard and then also there's a drive that's currently being used by Target that's for their unloading, so this is an active street on Pica. The Planning Commission did hear this project and hold a public hearing on April 15'h and they did recommend approval of it. The site is well situated in the fact that it's in the core of downtown. Easy access for people that want to connect to other services so we're excited about the location and the way the architecture lays out and the views between City Hall and this building itself, and the views that they've created match up I think really well. The building itself as it's laid out, the site plan has access from Kerber circulating around through. They will have a drive thru window and then coming back out onto Pica, and again the circulation works well on that. We don't believe there will be conflict. This is people mostly exiting the bank on that site. The layout of the site again. A plaza out front which is just north of the building. In this area right here. Landscaping is really a nice feature for those people that are waiting to do business or just want to enjoy kind of the, what we have out here in front of city hall. It's very, very nice. It meets all the conditions of the city ordinance itself. The orientation. It does provide for two complete stories of offices and then all the HVAC will actually be in the downstairs of this building, so it's a little bit different. Then some of the other buildings that we see that put it on the roof. The material itself, let's switch to that. You saw it a second ago, the colors. The brick, and I'm not sure if I've got that on. Here. There we go. So we've got the brick and then the yellow and the green stucco with the metal clad windows and the metal framing around that and then the retaining wall's a little bit different color, and I'll switch to that in this building elevation. So again we think the architecture itself is very, very nice. Highly articulated. A lot of windows kind of reflecting the office look with the two stories. The massing in the three colors. Again as I mentioned, it has two complete stories. The first story will comprise of the Carver County services and then right now there's a potential for the lease space. And then on the lower level would be all the HVAC equipment on the lower level. Providing for an elevation so again, it's a very nice building. Especially the way it's laid out and the orientation we thought made a lot of sense for the view perspective too. And the overall site circulation works very well too. So with that we are recommending approval of the site plan with the conditions in the, I think Bob did an excellent job in working with the architect and the Carver County to work through the issues there. The Planning Commission didn't have a lot of concerns on the project either. So with that we are recommending approval of the 52 sc"Mr.0 City Council Meeting - May 12, 2008 project with the conditions in the staff report and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Any questions for staff? Councilwoman Tjomhom: One of my questions, and I can't tell on the map so excuse me if they're already there but are there trails or are there paths to get to the service center? Kate Aanenson: There is sidewalk. Councilwoman Tjomhom: Okay. Kate Aanenson: Let's see if it shows up on the, there's sidewalk right here. Todd Gerhardt: Sidewalk on the library side. Mayor Furlong: But how about southwest of the site, to your question? Councilwoman Tjomhom: Right. Councilman Litsey: At the bank? Is that on the bank side? No? Kate Aanenson: Isn't there a sidewalk here? Yes. This is a sidewalk here. Right between the park strip and the boulevard. Mayor Furlong: Is there a sidewalk up along the bank too along Kerber as well? Kate Aanenson: Yes. Yes. It goes all the way up, yeah. Mayor Furlong: Okay. Councilwoman Tjomhom: Okay. So there's a clear path then. Kate Aanenson: Yes. Yes. Mayor Furlong: Okay. Thank you. Any other questions for staff at this point? Kate Aanenson: And then I don't know if I, the trash enclosures. We talked about that before. I just wanted to mention that that, there is that same discussion of how you make that fit in with the building. There's always a balance when you get a highly articulated building and then you've got a different use to the back, you know. For the Walgreen's they were able to push it to the side and kind of make it an appendix but this one has visibility all the way around so it was a little bit of a challenge but we worked hard and they challenged and struggled with it but I think we've got it in a great spot where it provides some potential to do some additional parking to work around that so we think it's in the right spot. Again you can back up the trucks to get into that spot right there to make that work. 53 City Council Meeting - May 12, 2008 Councilwoman Tjomhom: And Kate, can you show me again where the drive thru is? Kate Aanenson: Yep. You would come through here and then you would pull over. There's an additional kind of cut away lane right here so you would, so then it provides for circulation past the drive thru. So this is your drive thru window right here. Councilwoman Tjomhom: So is it set up for, like how many stacking for cars? Kate Aanenson: Probably 3-4. Yeah, yeah. Councilwoman Tjornhom: And what's the estimated, is there an estimated time? Kate Aanenson: No, I think you might want to ask someone from the county what they anticipate for you know, there's going to be services that I'm assuming that you're going to post those that would be more convenient to go through a window to get and some that you may have to come in. I don't know. Someone, Steve if you want to address that. What you're anticipating. Steve Taylor: Good evening Mr. Mayor, members of the council. Steve Taylor with Carver County. Really it's Mark Lundgren is the expert, and Laura Engelen but what we're looking at here are tabs. Really tabs only. They only take a couple of minutes to get so the intent of the drive thru is for quick transactions taking place. Otherwise you're going to start wrapping around the building here so the goal is to have essentially just tabs, and there'll be some signage to that effect. Councilwoman Tjomhom: I was just going to ask that question Steve Taylor: We'll get the PR campaign going here as well to help educate people. Mayor Furlong: Good. As long as you're there, why don't you go ahead, unless there are any other questions at this point for staff. Do we have a presentation from the applicant? Steve Taylor: Yeah, that'd be great. Could I ask Commissioner Degler maybe to speak. Mayor Furlong: Sure. Absolutely. Gayle Degler: Yeah, council members, mayor and staff. I am Gayle Degler and I am the county commissioner. The reason I'm here, I represent this district for one thing and, but besides that I'm really excited that this project is taking place. Not only because I'm the county commissioners, but because I live in the city of Chanhassen. We've needed this service for a long time. The county has worked hard to find a project that we wanted to move forward with to provide the service for the people of Chanhassen, and that's why I'd like to thank you as a council for working hard and supporting this project, and especially thanking Todd and Kate working hard with Steve Taylor and Mark Lundgren on this project. This is a project, like I said, that we've needed for quite a while. When it gets down to the nuts and bolts I'm not even going 54 City Council Meeting - May 12, 2008 to try to comment on that but what I would like to do is invite you to the ground breaking next Tuesday. 2:00. That'll be May 2CO, 2:00. Next Tuesday. I can't guarantee you what the weather is going to be like on Tuesday, but if you know anything about me, I've been itching to get my hands in the dirt for quite a while and I guarantee one way or another I'm going to be working in dirt next Tuesday so with that I'll turn it back to Steve. Mayor Furlong: Thank you. Councilman Litsey: Thanks. Steve Taylor: This has been a project that since I started working for the county in June of 2005 that has been somewhat of a struggle in part because we've looked at so many different sites. We've looked at so many building configurations, which is all good. Which is all part of a process here because we wanted to make sure that we had the right size building. Providing the right services at the right location so we were fortunate to find this piece of ground. The staff has been great to work with. That's for sure. I mean there's been a lot of give and take here in the process and I think the drawings indicate to you that we really have a great facility for the residents of Chanhassen and Carver County. There are quite a few unique customer service elements to this building. We mentioned the drive thru. We also have a children's area for those people waiting to transact business. We have a software application called Cuematic and that software will allow more efficient customer service to take place. And we're also going to have in place here, and you kind of showed it a little bit with the floor plan, but we're going to have a greeter actually greet people when they first come in and ask them what is, what is the business that they're looking at transacting here and pointing them in the right direction. Giving them the right forms to fill out. So all of this ties into customer service that we're expecting to achieve here so. We are looking at leasing the second level to the school district. We don't have a formal agreement. We have a verbal agreement at this point but I don't see there being any issues there so. Mayor Furlong: Good. Very good. Thank you. Any questions for the applicant at this point? Comments? Okay, very good. Bring it back to council for thoughts and comments. Mr. McDonald? Councilman McDonald: Well you know I think this is something that's long overdue for this area and I really welcome it and thank the county for putting things together to bring it to our community. It will be well used and I think greatly appreciated so thank you very much. Councilwoman Tjomhom: I guess I should have asked one of the questions. Is the county guaranteeing friendly service workers? Mayor Furlong: Are there any other kind? Councilwoman Tjornhom: I don't know. Todd Gerhardt: They have a greeter. 55 City Council Meeting - May 12, 2008 Councilwoman Tjomhom: They have a greeter. That's a good thing. Happy one hopefully. No, you know we as a council, the time we're addressing is how to always feed our downtown and give our merchants you know, people to come in and feed their businesses and keep our downtown strong and I think this is just one more tool we will have. We have a library. We have a post office, and now a service center which obviously is something that we've all needed and has been lacking for a while so it's exciting for our town and I look forward to doing my transactions there with friendly workers. Mayor Furlong: Councilwoman Ernst. Councilwoman Ernst: I like the looks of the building and I agree, it's a service that I'm certainly looking forward to having in this city as an added benefit and good job. Councilman Litsey: Well pretty much everything's been said other than I appreciate the opportunity to vote on this but a lot of work went into this prior to my getting on the council and I think that's where the recognition really deserving of but I appreciate it coming forward now and staffs work and the county's work on this. This looks wonderful and this is just going to be a great asset for our community. Ties in like we said with the other services that we provide in the community. It kind of tops it off so thanks for coming forward with a quality project. Mayor Furlong: Thank you. I think that was a lot of good comments and there has been a lot of work. At the county level. At the city level over the years and Steve, you'll be able to check this one off your list. There's a few more items on that list, as I've been told but we'll get this one off and I think to Mark and Laurie and others at the county, I know that they've spent a lot of time and they've been looking at finding a way to expand the county's customer service out to residents and there's been a desire for a while to have this here. Commissioner Degler mentioned that. There's been a need. This is going to be a great addition to Chanhassen. It's going to be a great addition to our downtown area. Bring more trips downtown from within the city and without and it's at a great location. I mean this is going to be a great project. It's been a long time coming but the wait will be worth it because I think this will be something everybody will be proud of so thank you for everybody that put in all their time and effort. That goes here at the city as well as the county level. A lot of people will benefit from your efforts so for them, thank you very much. We might get this motion passed. Did you want to? Todd Gerhardt: Mayor, I just wanted to make one point. You know I'll give you a little behind the scenes action here. Mark, Laurie, Steve, Kate and I all jumped in a van and I don't know how many sites we looked at and then on the phone, I don't know how many times we had conversations, how about this site or how about that site. There definitely, they know every site that's available in Chanhassen and probably could open up their own real estate office and explain each so they definitely did their due diligence and I think this is just a great project that you got a partnership with the county and the school district potentially leasing the space and the school district I know is very excited about the location. They wanted to be downtown. It really helps them with their needs so it's great to see another joint partnership between the school district and the county so good job. Mayor Furlong: Very good, thank you. Anything else? If not, is there a motion? 56 City Council Meeting - May 12, 2008 Councilwoman Tjomhom: Last one. I'll make a motion. Councilman Litsey: Are you? Okay, I was going to. Councilwoman Tjomhom: That the City Council approve Planning Case 08-09 for site plan approval for a 13,260 square -foot, two-story office building, dated March 14, 2008 subject to the following conditions 1 through 14. Councilman McDonald: I'll second. Roger Knutson: And adoption of the findings. Councilwoman Tjomhom: And adoption of the findings. Todd Gerhardt: I thought we'd get through the whole year without saying that. Mayor Furlong: Councilman Litsey would have remembered that part. Councilwoman Tjomhom: I know... Mayor Furlong: Alright. Motion's been made and seconded. Any discussion on the motion? Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approve Planning Case #08-09 for Site Plan Approval for a 13,260 square -foot, two-story office building, plans prepared by Bentz/Thompson/Rietow, Inc., dated March 14, 2008 (stamped received March 31, 2008), subject to the following conditions: 1. Wood chip mulch area will be extended in the northwest comer of the site. The proposed turf area under the tree in the comer peninsula will be removed. If desired, a single strip of sod may be placed along the curb line of the peninsula. 2. The building is required to have automatic fire extinguishing systems. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. One (1) "van -accessible" parking space is required. 6. Additional window area shall be installed in the break room in the southeast corner of the building. 7. Signage shall be permitted on two building elevations only. 57 City Council Meeting - May 12, 2008 8. Staff recommends that the curb line north of the drive-thru be shifted to the east to provide for additional vehicle stacking. 9. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. 10. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. 11. An encroachment agreement is required for the retaining walls. 12. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. 13. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. 14. The Certificate of Survey must be signed. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COUNCIL PRESENTATIONS: Mayor Furlong: Councilman Litsey you had a council presentation. Councilman Litsey: I did. I mean I had communicated this last week I know with City Manager Gerhardt about my concern over what's going on in the legislature in terms of their negotiations right now over the budget and time is of the essence so I guess I assumed this was going to be on the agenda but I guess I shouldn't make assumptions. I should have verified it. Todd Gerhardt: I'm sorry. Councilman Litsey: I just wanted to have some dialogue on this I guess to see if it was appropriate at least or how people on the council felt about going on the record against the proposal right now by the Governor and some of the members of the legislature that would put a state imposed cap on local property taxes. I guess my basis for saying that, and this is what went out in my email to some of our representatives. City councils are elected to make decisions about local budgets and meeting community needs. It is inappropriate for the State to undermine local decision making and accountability through the imposition of, or by imposing levy limits or proposals such as the Taxpayers Bill of Rights. The State should not obstruct the principle of representative democracy that allows city councils to formulate local budgets. I think as a matter of principle it's not a political issue. It's just a matter of principle we should strongly oppose state restrictions on local budgets. That was my prepared email that I sent out. Just a couple 61.1 Planning Commission Meeting - April 15, 2008 4. The applicant shall revise the easterly elevation retail building proposed to be located on Lot 2 by introducing windows. The building shall maintain a minimum of 50% transparency along the east elevation, facing Highway 41. 5. Approval of the site plan is contingent upon approval of Conditional Use Permit 05-05. 6. The turning movements for the future retail building site shall be revised to accommodate a WB-40." 7. The drawings for the south elevation of the building shall be corrected. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Larson seconded that the Planning Commission recommends approval for Conditional Use Permit 08-05, to allow two buildings on a single lot, and including the attached Findings of Fact and Recommendation, with the following condition: 1. Approval of the conditional use permit is contingent upon approval of the vacation, site plan and administrative subdivision." All voted in favor and the motion carried unanimously with a vote of 6 to 0. CARVER COUNTY SERVICE CENTER: REQUEST FOR SITE PLAN APPROVAL FOR A 13.260 SQUARE FOOT TWO STORY OFFICE BUILDING ON PROPERTY ZONED PLANNED UNIT DEVELOPMENT (PUD) AND LOCATED AT 7808 KERBER BOULEVARD. APPLICANT: CARVER COUNTY, PLANNING CASE 08-09. Bob Generous presented the staff report on this item. Papke: Debbie, questions? Larson: Yeah. What's the drive thru for? Generous: To pick up tabs. Things that you can do quickly. Larson: Really? I've never seen that. A drive thru for that purpose I guess. Rather than having to stand inside a building in line and wait and da, da, da, da. You can just drive thru, well there you go. Slick. Papke: Just like that. Larson: Just like that. Papke: Denny. 13 scANNen Planning Commission Meeting -April 15, 2008 Laufenburger: When I look at the site I see that the drainage seems to flow from the northeast portion of the lot to the southwest portion and you're putting a drain area on the east side of the building, is that correct? Generous: That's correct. Laufenburger: Okay. The, all of the surface water that would be accumulated in the parking lot, it seems like that would naturally flow down to the lowest part of the lot. Is there an accumulation area there where the storm water, or the surface water will accumulate? Fauske: You're correct Commissioner Laufenburger. The applicant is proposing to construct a rain garden on the east side of the building to take some roof drainage. The remainder of the site will, the runoff will be captured by catch basins, conveyed through storm sewer and then there's a trunk storm sewer that lies on the south end of the site that runs east/west. They'll be connecting to that storm sewer at two locations. That storm sewer empties to the west to the pond at the Target site. Laufenburger: Then the other comment that you made Bob was that the elevation of the north side, or the entrance, was actually 3 feet lower than the parking lot. Is that correct? Generous: Well not the parking lot. Than the entrance on Kerber Boulevard. So you're walking down into the site from here and also down from West 78"' Street. Laufenburger: My primary concern would be that since this is a county taxpayer service center, let's be sensitive to the fact that as senior citizens approach this area in the winter, is there anything that you're going to ask the applicant to do to make sure that the sidewalk remains free of ice so that there's a walking there, there's no accumulation of any sort. You understand my question? Fauske: Certainly, and when we looked at the grading of this site, all the proposed grades are within the limits set forth through the city ordinance, and we do keep that in mind you know living in Minnesota, our temperate climate, that there are ice conditions. So the sidewalk grades are within that, with that, I believe they're about 5%. The applicant can correct me if I'm wrong on that, and then we have some pavement grades that at the entrance come up to around 7% but then they do level out quite a bit after. Laufenburger: Alright, thank you. That's all I had. Thomas: Yeah. I guess they're talking about, were they talking about future expansion of this building or what they're going to do with the spaces not currently used in the building? Generous: It's not my understanding that they'd expand the building. They're going to build the two stories. There's a basement level also that has storage and mechanical in it and they would lease out the top floor until they needed it for their operation. `=3 14 r Planning Commission Meeting -April 15, 2008 Thomas: Okay. Also with, how the, I mean, I can't think. Sorry. Cold. With all the trees that are on the property and the way that property is designed and how it is kind of lower, is it very visible from roads, besides West 78a'? I mean can, is this going to be very obvious? I mean like I'm just, I'm looking at the height on it and with all the trees and landscaping around it, do we feel like it's going to be very obvious that it's there? Generous: Well from West 78`s. Now from the highway, they may get a glimpse of the roof. It's a 30 foot tall building so they can see it, but signage will be on the north and east elevations. Thomas: Okay. That's it. Dillon: I don't have any questions. Papke: Architecturally what other buildings was this designed to blend with? Is this supposed to, are we trying to blend with any of the other buildings in the city? It doesn't have the roof line of the library. Does it look like the M&I building? Is it meant to be distinctive? Can you add any commentary to that? Generous: We didn't try to make it fit in with any other buildings. We wanted it to be it's own destination and identity. Papke: Okay. Generous: With all the windows it does pick up some elements that you see like in the library or in the M&I building itself, but architecturally it doesn't have the same facade or feel. Papke: I think you might have mentioned it, but I don't recall. What was the grade change from the M&I building to this building? I mean how far down below is this going to sit from the M&I building? Generous: 6 or 7 feet. Papke: So, almost a full story below. When we were doing the design, did we have any renderings or drawings that show how, you know what the sight lines are going to look like. What is this building going to look like? Part down below the M&I building, is it going to look like it's hiding down there or is it tall enough or, I don't know. I'm just trying to get an idea visually how this is going to look. Generous: From the intersection you will have a pretty clear view of this site because the road curves over. Papke: Right. Generous: As you go west it does get hidden behind the M&I building. That's a two story building too with that big pyramid roof on top so it'd be difficult without going 3 or 4 stories to get that type of visibility. 15 Planning Commission Meeting - April 15, 2008 Papke: Yeah. To that end it would seem like a low of people are going to come from the west side, they're going to come from Target or something like that because it's a right turn in here. And because the M&I is a pretty good sized building, and is substantially higher, is there going to be any signage on West 78'h so I know to turn there? How do I know it's there? Generous: That hasn't been addressed yet. If it becomes an issue, that's something that we can look at. We can, the City can approve directional signage for locating things that are off the beaten path if you will. We think that as people get used to this, it will be like any of the other ones that everyone knows to go there. It's behind Target and M&I. Especially, no problem if you're going west on West 78th Street. You'll definitely see it. Papke: Yeah, if you're going west it will be pretty evident but I'm just concerned coming from the west going eastbound, it might not be quite as straight forward. Generous: Well that's something that we can look into. Papke: Alright. If there's an applicant here this evening, we'd love to hear from you Gayle Degler: I'll start it off. We have a number of people that want to say a few things. First of all I'd like to thank you for taking all the time that you're putting into this. We, as the county, enjoy working with the city. Great comment as far as providing signage because yeah, this is a service center. Carver County Service Center and we are providing a service that, if anybody has gone down to Chaska to get a license, we know that this is a very much a needed service that we are providing, and it took a long time for the county to work with the city to find a suitable location. You know we think we got a lot of opportunities out there, and we do, but the right location, and this is the right location. Now I don't want to say too much but I just wanted to thank you for working with the county and providing this service. Papke: Right. I know who you are. Did you state your name? Gayle Degler: No, I did not. I'm Gayle Degler. I'm the County Commissioner representing the south half of Chanhassen and Chaska. Papke: Thank you. Gayle Degler: Thank you. Steve Taylor: Good evening Mr. Chair and commissioners. I'm Steve Taylor. I'm the Administrative Services Division Director for Carver County. I'm also the Assistant County Administrative and I'm called a lot of different things. Some good. Some bad. I've been working on this project for a long, long time. Over 2 years. I dealt with Justin Miller. You may recall Justin, and Bob and Kate and several other people here in looking for a suitable site and I'm just glad we found it. I'm glad we've hired a great architect, Bentz-Thompson-Rietow who's done also some libraries and several service centers for Hennepin County so they have a lot of experience in this. So I just wanted to say that this is an important milestone and we're 16 t' Planning Commission Meeting - April 15, 2008 looking forward to actually getting in front of City Council. Getting this thing approved. Getting construction underway and having these services available for the residents of Chanhassen. Being a Chanhassen resident myself, I'm looking forward to it so, that's all I really wanted to say. There's probably going to be some architectural related questions and Ann Voda with Bentz-Thompson-Rietow is here to help with any questions that you may have. Do we want to ask questions of this gentleman or do we want to wait for the architect? Laufenburger: I'd like to ask one. Papke: Sure, go ahead. Laufenburger: You're excited about this site. Can you talk about some other sites that you considered and why this particular site is preferred for you? Steve Taylor: Well we looked at I would say more than 20 different sites, and a number of them were developer owned and they wanted to do a turn key type of operation where they do a design build for us. They would hire the architect. They would control a lot of what frankly we wanted to control. We didn't think we'd have the flexibility to do so, so there were sites on 78s, actually at I believe it was Arboretum and 78d . In that area. Further west there were some sites over by Lifetime Fitness that we looked at. There was just various chunks of land. We needed a minimum of an acre and this is actually a little bit less than an acre. Parking has been somewhat of an issue here and the impervious surface requirements, but we've been able to work through that and we like the visibility of this area. This particular piece of land so, and Justin Miller at the time, I mean he and I went touring around Chanhassen looking at various sites and he would point on the map and I think Mark Lundgren went with us as well in looking at sites. And Todd Gerhardt spent time with us looking for a site so, it was quite an adventure. Laufenburger: Second question. Assuming you receive approval on this, when do you anticipate serving your first taxpayer in that building? Steve Taylor: December 20a' Laufenburger: 2008? Steve Taylor: 2008. Laufenburger: That's all I had. Papke: Anybody else? Thomas: Actually I do have a question. How do you feel about the visibility of the site? I mean you've kind of scoped that. Do you feel like it will be very visible and no one will pass it by to go to Eden Prairie to get their tabs or something like that you know? Steve Taylor: Yeah. We've talked about signage you know from 5 for example. And that's something we're going to have to look at maybe a little bit more closely. I think we certainly 17 Planning Commission Meeting -April 15, 2008 will need some city signage on the streets. Just like we have library signs. I think that's important. You know we may just have to play this a little bit by ear and can see how this all lays out and it's something we can certainly look at in the future. That's very important to us is visibility. Clearly. And if I could go back to that last question. There was some, I was being a little bit facetious. December 19"' is on our Gant chart for completion of this project. Barring any you know unforeseen circumstances, I want to put the caveat in there. But our schedule calls for construction starting the last week of May and being completed December 19'h according to our construction manager so we'll see how good he is. So but visibility, getting back to your question is very important to us. Thomas: Yeah, me too. I want to make sure the residents know it and use it and utilize it. Steve Taylor: I have had two meetings in my office this week with reporters and they're going to be reporting on this, similar to the Chaska Service Center and what we're doing there as well so, there'll be something in Thursday's paper. Thomas: Good, thank you. Papke: Okay, thank you. Is there anyone else from the applicant? I believe there was mention of an architect present. Ann Voda: Hello. I'm Ann Voda from Bentz-Thompson-Rietow Architects and I wonder if I can get this graphic up. I guess I would start by at least commenting about the visibility issue as well because it's been an ongoing part of the design response. When you talked earlier about what they're trying to blend in with and really we're trying to make it distinctive and eye catching for this very reason that you're mentioning. And this rendering shows a little bit of the view from the street, from Kerber. Looking down into the side which slopes away continuously, almost 10 feet difference from that northeast comer down to the southwest. So that was one issue. And then the other issue is the way that we oriented the entrance so that we could get this, a nice big window facing the front and containing the views for people inside using the space, they'll be able to look out from the waiting room onto this exterior courtyard on the north so two different responses to that issue. Papke: Questions? Larson: Haven't, thank you. Dillon: No questions. Papke: Just looking at, that's a very interesting rendering there. The one thing that kind of stands out to me that would be, the door isn't obvious. It isn't obvious where I go in. Can you comment to that at all? Ann Voda: Well I think that the entry location is obvious by the fact that there's this vertical swap of color and that marks the, there are actually two entries flanking that. 18 Planning Commission Meeting - April 15, 2008 Papke: Can we put the monitor on? Ann Voda: This piece right here. Papke: Right. Ann Voda: So there's an entrance here and an entrance on this side right here. Papke: So the awning there kind of is the architectural piece that suggests that that's where you go in? Ann Voda: Well, I think there's a couple readings. One is from the greater distance back, around the parking lot you'll be able to see quickly this larger marker. And then as you approach either by foot from, another issue is that we have with entrance that really wants to face two ways because parking ramps on two sides so there's a door facing Kerber, and then this door you'll notice when you're coming from the other side of the parking lot. Papke: The drive up is in the back and as Commissioner Larson pointed out, this is not a common feature of a license, a great feature of a license center but not real common. Unless I know it's there, I may not use it. Is there anything that's going to facilitate someone driving in to know that there's a drive up hidden behind the back? Ann Voda: Well the way that the technology works right now, you have to plan ahead to go use the drive up. You actually work on line to make a drive up pick-up. That may change with technology as it develops. Larson: How would someone know to go online to do this? Thomas: It'd be like if you're doing your tabs and then you pick them up? Ann Voda: Yeah, there'll probably be notices in your tab renewals or I'm sure that the... department will make that clear. Laufenburger: Would it be possible for me to drop off my property tax statement at that window? Ann Voda: My understanding is yes. Laufenburger: Too bad I won't be able to do that by October 15`s. Ann Voda: Next year. Papke: Any other questions for the. Thomas: No. 19 Planning Commission Meeting -April 15, 2008 Papke: Thank you very much. Appreciate it. Is there anyone else from the applicant here that wants to mention anything tonight? Mark Lundgren: My name is Mark Lundgren and ... Division Director. A couple of the things that we'd like to maybe answer a little clearer. There is only one other drive thru. That's in Maple Grove, so Hennepin County does have a drive thru that's alive and well. And yes, we hope to be able to cut down some of the trips to Chaska for things that can be taken care of quickly. Obviously your title work, that type of thing is not going to be able to be done through a drive thru. But tabs. Dropping off tax payments. Homestead applications. These type of things. What we're trying to do at the county is to work ourselves into a situation where we used to have an auditor, a treasurer, recorder and assessor. We now have one division that entails all of that so we're trying as we get into different areas to meld all that together. I think one of the unique things, and I won't, well maybe I should ask you if you bought your tabs in Chaska or not. We can use the two bucks, but if you've been to the Eden Prairie Service Center, we are going to utilize a product that's called Cue-Matic. If you've been to Chaska you've seen people standing literally outside the door and it's just a very poorly designed building. It's served us well 7 years ago, but we've just completely outgrown it. Along with this we do have an addition that's going on. Chaska's going to be remodeled. The only thing that will be left will be 3 walls and we're going to expand that. And in both of those areas then we'll use what's called a Cue- Matic. So we will have you come in. You know have a greeter. You'll actually get a number. That will then be cued to the 5 or 6 different people that are working. You'll be able to take a seat. Watch hopefully a little bit of television. I want to introduce too Laurie Englund who's a Taxpayer's Services Director here. Has had a lot of input into this type of thing. Even looking to an area where we now can have a little bit of something for some children. Maybe a video. Something like that. So it gets us to a destination rather than frustration. Hopefully one that you can conduct your business in. And I think we look forward to the Cue-Matic more than anything else because it's a great service tool, and it's the only way that we know of that we can expedite your visit. Serve you in a proper manner. Also it's going to help to take a load off of staff. Those people work very hard and get very few kudo's for the work that they do. Most of the time it's something that's maybe a little difficult, but we're looking forward to this spot. If you're familiar with Chaska at all, on 41 there is a standard sign that will say, one directing you to the Government Center. One to the service center so I'm sure that we will be talking with Bob or whatever is necessary in terms of some signage out on West 78`s Street. I don't know if there are any other questions. If you're curious about Chaska. What we run in Chaska now, first part of 2007 we were running about 350 people a day through that small building. Papke: And what do you expect to run through this one? Mark Lundgren: That's a good question. We had an enormous amount of business from Eden Prairie in Chaska, and we still do do a fair amount. We would hope that we can approach that within the next couple of years. We certainly understand that we're not going to do that as soon as we open the doors. But also what we have here now also is the traffic that goes west from here. There is no deputy registrar that can do what we can do in Waconia, Norwood -Young America or any points west so hopefully it's a lot of these people that are coming back and forth and you know again the drive thru we think is a great feature. Gee, I need to pick up my tabs today. And scoot through Chanhassen. State of the art type of thing. Get it taken care of. So 20 Planning Commission Meeting -April 15, 2008 eventually we would hope to be at that number, but it would be facetious for me to say it's going to take us 8 months or 12 months. We just want to make sure that everybody that comes in there leaves with a smile on their face. Papke: Do you have a design spec for how many people the building and facility and the interior layout and everything is designed for? Do you know what your trip load? Mark Lundgren: How many chairs do we have Laurie? Do we have 42 waiting? I think we're at 42 waiting, which is very ample. And we'll run somewhere, depending on, we also have I believe 10 stations designed of different areas so that depending on the work load and we'll find out soon enough what that is. We will also be open one evening. We are currently open in Chanhassen, I'm sorry. In Chaska on Thursday evenings so I'imagine we'll alternate like a Tuesday evening or something here and be open til 7:00 so that people in this eastern corridor, where so much of our population is, will be able to conduct their business. One of the other things, do you want to mention anything about vitals Laurie? Since they're going to be a service center and not just a license center. Thank you for your time. Papke: Sure, thank you. If you could state your name. Laurie Englund: Good evening. Laurie Englund, Mr. Chair, commissioners. At this, currently we have vital statistics that we process out at the Taxpayer's Services Department. In other words, marriage license, death and birth records. What we will do in both Chaska and the Chanhassen license Center is we plan to process those in both of those facilities. In other words so if someone needs one of those documents for a driver's license. For a passport, they can get that in the same building as opposed to having to go back down to the Government Center. Papke: Thank you very much. Okay. Anyone else from the applicant? Alright. Is there any public that would like to get up and comment on this facility? Seeing no one but applicants, I will close the public hearing and bring it back to the commissioners. Comments. Undestad: Yeah, I think it's a very, very nice building and I know all the spots they looked at, I agree. That's probably the best location. Keep it right in town and handy. I think it will fit in great there. Looking forward to it. Dillon: I like this a lot. I think there, you know a couple things. I think the architectural colors and the design adds a little flare to the area, so that's nice. It's a little different and like Mark, I think it's going to be you know kind of like a, not an anchor tenant but a reason for people to have a presence in the center of our city and so they'll be there and then hopefully they'll be, you know continue to support the other businesses that are there while they're doing other errands and things so I think it will have an other side benefit of that. Thomas: I am also excited about the building being placed there. I think it's a really good location. I'm excited to have it within our town and just in the heart of Chanhassen. I think it's a great opportunity for the city. The only thing I just want to make sure that it is nice and visible because as I'm sure some people know, the Eden Prairie location that they have that's over by the mall is like a best kept secret because nobody knows it's there so I just want to make sure it's 21 Planning Commission Meeting - April 15, 2008 really utilized because Eden Prairie's, you can go there and get in and out, which is great, but I'm sure they'd love to see it more utilized. Laufenburger: I concur. I think the Eden Prairie facility probably suffers from baggage. People think it's the library, which it was at one time. Whereas this is coming in as a service center so it will, it will have it's identity from the origination. I think it's wonderful. Larson: I agree with everyone. I'm glad it's coming in. I have typically used the, either the service centers down in Chaska or Excelsior, and Excelsior more often for tabs just because I live on the north end of town and I'm so glad that I can go to a new building. Not that I dislike the little building in Excelsior but this will be a very welcomed addition to the city. Papke: Okay. I don't really have any concerns. I'm fully excited. I think one of the comments that the applicant mentioned tonight stirred some thinking in me. I hadn't considered the possibility of people coming from other cities but certainly Byerly's and so on is a real Eden Prairie destination so I'm quite confident that we'll get a number of people using this facility from the surrounding areas so I think it will enhance the downtown area, which we definitely need now that we're starting to see development along 312. It's starting to pull some of the businesses away from the downtown so I think this will kind of re -attract more traffic to the downtown area so I'm very supportive of this. And with that, I will entertain a motion. Larson: I'll do a motion for you. The Chanhassen Planning Commission recommends that City Council approve Planning Case #08-09 for site plan approval for a 13,260 square foot, two story office building. Plans prepared by Bentz-Thompson-Rietow, Incorporated dated March 14, 2008, stamped Received March 31, 2008, subject to the following conditions 1 through 14. Papke: Is there a second? Thomas: Second. Papke: Would anyone like to make any amendments concerning any of the signage? Any conditions on it or recommendations of staff or are we good to go with that? Okay. Larson moved, Thomas seconded that the Planning Commission recommends the City Council approve Planning Case #08-09 for Site Plan Approval for a 13,260 square -foot, two-story office building, plans prepared by Bentz/Thompson/Rietow, Inc., dated March 14, 2008 (stamped received March 31, 2008), subject to the following conditions: Wood chip mulch area will be extended in the northwest comer of the site. The proposed turf area under the tree in the corner peninsula will be removed. If desired, a single strip of sod may be placed along the curb line of the peninsula. 2. The building is required to have automatic fire extinguishing systems. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. F Planning Commission Meeting - April 15, 2008 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. One (1) "van -accessible" parking space is required. 6. Additional window area shall be installed in the break room in the southeast comer of the building. 7. Signage shall be permitted on two building elevations only. 8. Staff recommends that the curb line north of the drive-thru be shifted to the east to provide for additional vehicle stacking. 9. Staff recommends that manhole 4A be shifted into the curb line and replaced with a catch basin to capture additional runoff from the parking lot. 10. The developer's contractor must contact the Engineering Department a minimum of two business days prior to connecting to the public storm sewer. 11. An encroachment agreement is required for the retaining walls. 12. The developer must ensure that the "no build easements" noted on the Certificate of Survey will allow for the construction of parking lots and retaining walls. 13. City trunk sanitary sewer and water hook-up fees and the MCES SAC fee are due with the building permit. The 2008 rates are $4,799/unit for City water, $1,769/unit for City sanitary sewer and $1,900/unit for the MCES SAC. These fees are based on the number of SAC units as determined by Met Council. 14. The Certificate of Survey must be signed. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated March 18, 2008 as presented; and the summary minutes of the Planning Commission meeting dated April 1, 2008 as presented. COMMISSION PRESENTATIONS: None. Chairman Papke adjourned the Planning Commission meeting at 8:05 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 23 CHANHASSEN CITY COUNCIL WORK SESSION AUGUST 13, 2007 Mayor Furlong called the work session to order at 5:35 p.m. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilman Litsey, Councilwoman Ernst, Councilwoman Tjomhom, and Councilman Peterson STAFF PRESENT: Todd Gerhardt, Laurie Hokkanen, Kate Aanenson, Paul Oehme, Todd Hoffman, Greg Sticha, Charlie Siegle, and Lori Haak UPDATE ON LICENSE CENTER IN CHANHASSEN. Kate Aanenson provided an update on the work that's been done with Carver County to date in selecting a site in Chanhassen for a license center. She introduced Steve Taylor with Carver County Administrative Services who informed the council that the county is currently working to secure the property located at 7808 Kerber Boulevard. He provided the particulars of a verbal agreement with the owner regarding escrowed money for soil corrections, size and layout of the facility, timing for approvals from the County Board and construction timeline. Mayor Furlong asked for clarification on the location of the drive thru and asked staff to watch for stacking as the plans proceed. 2008 BUDGET. Greg Sticha highlighted changes made to expenditures and revenues which impact the levy amount using assumptions from Carver County that the new construction estimate will be 1.8% less than anticipated. Adjustments were also made for cost of living, wage adjustments and health care costs. He outlined 3 scenarios for the projected levy and their impact on taxpayers. Option 1 would be to levy the entire amount needed to balance the budget as submitted resulting in a 1.1% increase in property taxes. Option 2 would eliminate the current vacant building inspector position saving $71,000 to the general fund and balance the remaining $35,800 by using levy dollars, resulting in a .37% increase in taxes. Option 3 would eliminate the current vacant building inspector position and cut expenditures or look for additional revenues totally $35,800 to keep the levy at $6,747,100, or 2.9% higher than the general fund levy from 1007, resulting in 0% increase in taxes. Staff recommended Option I which would provide the greatest flexibility for the Truth in Taxation notices. Councilwoman Ernst asked where additional revenue would come from for Option 3 which calls for a 0% increase. Councilman Peterson asked for actual versus projected growth numbers from Carver County. Councilman Litsey stated he would like to see the city get realistic with their numbers and not under fund the budget to provide a cushion for infrastructure projects in the future. Councilman Peterson noted that according to the survey taken by city residents, taxes were their main focus. Greg Sticha asked for council direction so staff can set a number for the preliminary levy which needs to be approved at the September 10th City Council meeting. Councilman Peterson asked to see the fund balance spread sheet. Councilwoman Ernst asked if the city has explored the use of federal grant money for street improvement projects. Councilman Litsey stated he would support O !K-09 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Carver County for Site Plan Approval for a 13,260 square -foot, two-story office building. On April 15, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Carver County for a site plan review for the property located at 7808 Kerber Boulevard. The Planning Commission conducted a public hearing on the proposed site plan with variance which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided by the Land Use Plan for Commercial. The legal description of the property is: Lot 2, Block 3, Burdick Park Addition, Carver County, Minnesota. 4. Site Plan Findings: a. 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. Is consistent with the site plan division of the City Code; c. 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 or developing areas; d. 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. Creates a functional and harmonious design for structures and site features, with special attention to the following: SCANNED 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. 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. The planning report #08-09 dated April 15, 2008, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan. ADOPTED by the Chanhassen Planning Commission this 15`s day of April, 2007. CHANHASSEN PLANNING COMMISSION BY: s Chairman 2 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO." NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, April 15, 2008, at7:00p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Approval for a 13,260 square -foot two-story otfrce building with Variances on property zoned Planned Unit Development, PUD, and located at 7808 Kerber Boulevard -Carver County Service Center. Applicant: Carver County. 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/sery/ i)lan/08-09.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous&i.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, April 3, 2008; No. 4034) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Scott ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Shakopee Valley News, Jordan Indepen- dent, Prior LakeAmerican and Savage Pacer, 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, as provided by Minnesota Statute 331 A.02, 331A.07, and other applicable laws, as amended. LL// (B) The printed public notice that is attached to this Affidavit and identified as No. 7 W was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorpomted as 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 as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkhnnopgrstuvwxyz Laurie A. Hartmann Subscribed and sworn before me on 44 this day of 2008 Notary Public GW P' M. RAbUENZ NOTARY PUBLIC - MINNESOTA .� My Cmssan E)iras Jan 31, 20t0 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 SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.08-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, April 15, 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 Site Plan Approval for a 13,260 square -foot two-story office building with Variances on property zoned Planned Unit Development, PUD, and located at 7808 Kerber Boulevard — Carver County Service Center. Applicant: Carver County. 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/serv/plan/08-09.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on April 3, 2008) SCANNED CITY OF CHONSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 5217 Administration Phone: 952.2271100 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 A 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: 952227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us lullur[i7:7: ►Il` illlu TO: Todd Gerhardt, City Manager FROM: Kate Aanenson AICP, Community Development Director DATE: August 13, 2007 ar-C , SUBJ: Update on Carver County License Center Carver County is pursuing the purchase of a site for a license center. Attached is the article that was in the Chanhassen Villager on July 26, 2007, a draft of a site plan and a location map. g:1pll license inemuemJum.duc 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. Printer Friendly Results Page 1 of 2 s Southwest -NEWSPAPERS ECommunity First! The article you requested is displayed below. County buys land for license center Author(s): Richard Crawford Date: July 26, 2007 Section: News In the not too distant future, area residents will be able to handle vehicle license transactions within the city limits of Chanhassen. Carver County commissioners on Tuesday approved a purchase agreement for land in downtown Chanhassen that will be the location for a second license center. The cost of the 42,250-square-foot parcel is about $403,000. The site is located directly east of Targetandsouthof M&IBankonKerber Boulevard. The county has been working toward a second license center site since 2005. The existing license center in downtown Chaska has been overcrowded for several years and is also in line for renovation. Even while giving unanimous approval to the purchase agreement, commissioners expressed frustration at the length of the process and began lobbying for accelerating a construction timetable. Administrative Services Director Steve Taylor said the process has been delayed for several reasons, including the challenge of finding an affordable property in Chanhassen. When the process began, commissioners set aside $1 million for the project. Taylor said the county has also attempted to examine broader facility needs that exist beyond the license center. Taylor said the county is in the process of hiring a construction manager to help complete a design, cost estimates and a construction timetable for the license facility. Taylor said the cost of constructing a 5,000- square -foot building would be about $1.4 million. There is also a possibility of adding a second floor to the facility to alleviate crowding issues at the government center. A two-story building is estimated to cost $2.2 million. Prior to starting construction, the County Board plans on determining where the additional money will come from to cover construction. Currently, money is available in the county's year-end savings account. County Administrator David Hemze said a funding proposal likely will be brought before the board in September. Mark Lundgren, who oversees the existing license center as director of property records & taxpayer services, anticipates the new license center to http://nI.newsbank.com/ni-search/we/Archives?p_action=print 8/2/2007 Printer Friendly Results Page 2 of 2 generate about $241,000 in revenue in the first year and cover expenses - excluding building costs and utilities - by $14,000. Lundgren said he would expect the financial picture to improve in subsequent years. The most important thing, Lundgren said, is the county can provide better service to residents so there won't be a lot of "grumbling and whining" when they leave. The new license center would be staffed with two full-time employees and three part-time employees in the first year, Lundgren said. The Chanhassen facility will also feature a drive -through window for transactions. The county also plans on expanding the existing Chaska facility and it remains to be determined how the new construction would be scheduled. One possibility is that the Chanhassen facility would be built and serve as the lone license facility while renovation work is done in Chaska. Taylor said he estimated construction could take 9 to 12 months. Commissioner Tom Workman, who represents Chanhassen, said a 2009 opening seems too far off. He and other commissioners expressed interest in opening the facility as soon as possible. Richard Crawford can be reached at editor@chanvillager.com. Technical problems: If you have a technical problem with your account please e-mail newslibrary@newsbank.com. Copyright, 2007, Chanhassen Villager (MN). All Rights Reserved. http://nI.newsbank.com/nl-search/we/Archives?p_action=print 8/2/2007 r:�O Is M&t Bank Site Argeement Ow 1 a PYi Cw � 33 sh�llsy Picha Drive i- 1 Site Study - Chanhassen Carver County Taxpayer Service Center June 20, 2007 Bentz I Thompson I Rietow, Inc. MEMORANDUM TO: Robert Generous, Senior Planner FROM: Mark Litfin, Fire Marshall DATE: April 4, 2008 SUBJECT: Carver County Service Center Request for site plan approval for a 13,260 square foot, two story office building with a variance on property zoned PUD planned unit development and located at 7808 Kerber Blvd. Applicant: Carver County Planning Case: 08-09 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or city ordinance/policy requirements. The state plan is based on available information submitted at this time. If additional plans are changed or submitted, the appropriate code or policies will be addressed. 1.) No issues or concerns at this time MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: March 18, 2008 SUBJ: Site Plan review for: CARVER COUNTY SERVICE CENTER Planning Case: 08-09 I have reviewed the plans for the above project received by the Planning Department on March 14, 2008. Following are my comments, which should be included as conditions of approval. 1. The buildings are required to have automatic fire extinguishing systems. 2. Building 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. One (1) "van -accessible" parking space required 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. GAPIAM2008 Planning Ca \08-09 Carver County Service C®ter%uildingofficialcon=enm.doc N wllvciE aom see (wA ro smLcnw♦1 e- w2nnlN sMo aaaw (rrm ro s]aunwy mem6_Pcme¢ Is" Fnrue sun caa¢ Is' slO.urs Now-aEaa tnam: W/Wl TL aA4 a ADa. MSE mMnMn A.9AME (wA 94C) � COC41E �ay Mn NM 6' W.VM a9Sx QWING, DRAINAGE, AND EROSION CONTROL PLAN C2. RETAINING WAIL NOTES- 2. 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BTR 0725 March 14, 2008 Bentz/Thompson/Rietow SCANNED North Elevation Carver County Service Center - Chanhassen, MN BTR 0725 March 14, 2008 Bentz/Thompson/Rietow South Elevation Carver County Service Center - Chanhassen, MN BTR 0725 March 14, 2008 Bentz/Thompson/Rietow tt` 'New i Location Map (Subject Property Highlighted in Yellow) Carver County Service Center 7808 Kerber Boulevard Planning Case 2008-09 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: March 17, 2008 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: CARVER COUNTY SERVICE CENTER — Request for Site Plan Approval for a 13,260 square - foot, two-story office building with a Variance on property zoned PUD Planned Unit Development and located at 7808 Kerber Boulevard. Applicant: Carver County. Planning Case: 08-09 PID: 25-1500090 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 14, 2008. The 60-day review period ends May 13, 2008. In order for us to provide a complete analysis of issues for Planning Comtission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on April 15, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 4, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company west or Sprint/United) 10. Electric Company (Xcel Eneray or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED JAMES R. HILL, INC. 2500 W. County Rd. 42, Suite 120 BURNSVILLE, MINNESOTA 55337 Phone (952)890-6044 FAX (952) 890-6244 TO: City of Chahassen Planning Department 7700 Market Boulevard, PO Box 147 Chanhassen, MN 55317 WE ARE SENDING YOU: Shop Drawings 0 Copy of Letter FX Attached F—TiPrints =Change order LETTER OF TRANSMITTAL DATE 3/31/2008 JOBNO. #### ATTENTION Bob Generous RE: Carver Taxpayer Service Center Under separate cover via the following items: Plans ElSamples Specifications ^ L I COPIES DATE NO. DESCRIPTION 10 3/31/08 Revsed Site Plan Sets 1 3/31/08 Set of Color Building Elevations 1 3/31/08 8 1/2 X 11 Set 1 3/31/08 CD-ROM of PDF Files 1 3/31/2008 Materials Sample Board THESE ARE TRANSMITTED as checked below: = For approval =Approved as submitted =Resubmit copies for approval F7X For your use =Approved as noted Submit _ copies for distribution EX As requested = Returned for corrections Return _corrected prints = For review and comment I I =FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: These plans are to accompany the previous site plan & variance application made on behalf of Carver County and BTR Architects. Please let me know if there are any errors or omissions. Thank you. SIGNED: �� Ben hartberg CITY OF RECEIVED SSEN MAR 3 12008 If enclosures are not as noted, kindly notify us at once. CHANHASSEN PLANNING DEFT JAMES R. HILL, INC. 2500 W. County Rd. 42 Suite 120 BURNSVILLE, MINNESOTA 55337 �C�44C�G13 OCR 4 ^ C�I�Lv]�44L^Qd Phone (952)f,890--6/044 Fax (952) 890.6244 TO (jA p! L6Qr�/I/f► 1101p? l<rr�, . /yam rr,?l7 WE ARE SENDING YOU 74Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ DATE (� JOB 140L / ATTENTION Jr/� (,C/l�/�%✓i� �/�M/1. II i RE: /f the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION y2 i/ / �4i, CITE OF CHAASSEN EIVED / ry 4,4�r1G MAR 1 4 J, �tr.r✓ .!'•77r. C PtANNIIYU HPT THESE ARE TRANSMITTED as checked below: approval /❑ For your use ❑ As requested For review and comment FORBIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints Ll PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: It enclosures are not as noted, kindly notify us at once. STORM SEWER DESIGN COMPUTATION SHEET Sheet-1-of-1- BKBM ENGINEERS Protect: Carver County Service Center Location: Chanhassen, MN Description: Storm Sewer- 10 year design Pipe Type: RCP; PVC MBalina's n : 0.011 Job No.: 8150 Prepared by: KAS Date: March 13. 2008 NOTE = Structure No. a Trib. A C CxAI Q d Upstream Downstream Length Slope Dia. Rego Val. -full I. Vavel Fran To Area No. acres coat. CxA min. 9dens. c.f.s. Rim Im, Pom Im. ft. % In. I c.f.s. dID ftJsec. min. 1 CBS CBS 0.449 0.06 0.34 0.34 5.0 7.10 2.42 952.50 948.50 952.50 948.14 72 0.50% 12 2.98 3.79 0.32 2 CBS Bx CB4 0.154 0.86 0.13 0.47 5.0 7.10 3.36 952.50 948.14 949.95 946.15 94 2.124 12 6.12 7.80 0.20 3 4 CB3 Cat 0.128 0.57 0.07 0.07 5.0 0.10 0.52 953.20 949.53 953.20 949.20 44 0.60! B 1.11 3.10 0.23 5 ROOF CB3 0.131 0.95 0.12 0,12 5.0 0.10 0.88 954.40 949.65 953.20 949.53 12 1.00! 8 1.43 4.09 0.05 8 CB2 Bx CB1 0 0.00 0.00 0.20 5.0 0.10 1.40 953.20 949.31 953.50 948.80 41 1.15! B 1.53 4.38 0.16 CITY OF CHANHASSEN RECEIVED MAR 1 4 2008 CHANHASSEN PLANNING DEPT SCANNED Print Data/Map Page 1 of 1 PID# 251500090 r _r if 141 bM C rr � F rr tt' e 1 r r _ ete-t-raft hill- ro It jr +.x_, ,4�• r �' I Cnpgvight®2007, CaruarCwnty, Minnesota, �. • r it ,.I ' ±t Legend Parcel Information rCHANHASSEN, erty Address: Taxpayer Information: ` KERBER BLVD CARVER COUNTY uftlrbgr MN CARVER COUNTY GO VT CTR-ADMIN 600 4TH ST E tl wmoaar 11CHASKA, MN 55318 Parcel Properties ,k raialiplialk GIS Acres: 0.96749381 Homestead: N School DistrkC 0112 h/ nrrr+ Iara. Parce[ Location Prcah Section: 13 Plat Informalioo: Township: 116 BURDICK PARK ADDITION DtkrlMl Range: 023 Lot Block-003 Payable Year 2008 Last Sale Information Sak Date: 08/ 162007 EsL Market Value Land: S577100 Sak Prke: 8401403 Est. Market Vat" Building: $0 QoaBfied/llogoalified: UNQUALIFIED SALE Map Created: 3-10-2008 Est Market Value Total: S577100 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from venous City, County, State, and Federal offices- This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is out responsible for any inaccuracies contained herein. http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel_ search/printdatamap.asp7PI... 3/10/2008 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 MI OF (952) 227-1100 To: Mr. Steve Taylor Carver County 600 East 4`h Street Chaska, MN 55318 Invoice SALESPERSON DATE TERMS KTM 3/17/08 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 7 Property Owners List within 500' of 7808 Kerber Blvd. (7 labels) $3.00 $21.00 Site Plan Review $633.00 Variance $200.00 1 Notification Sign $200.00 $200.00 TOTAL DUE $1054.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for April 15, 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #08-09. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI l m ' / § ) � | ' « � ! ,■ ■| || . l......... , 6 , ||. \�- // /�� RI . D m M � j M9 00 M z � 1 1 Elm e rp g •mil m •- E it MEN I��� I}�� jl��'II��I�J�� IIIII I� mf z m4E 11 ?R Iw 1 I..J M.MOl MRf M. .„w L _ Carver R f1I2B/07 M.L.H. oun V v 30' 1 P.E.O. E a. Certificate & Topographic Survey _ o m¢ uaw m ER= qMt / 1<0 Tp11VMN / RO%Ilt kt10W MG �.. le�) yy.-qL�M IEIEI i9--1JIJ�,n«tlw�a.n CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SMARCH !EAR sumEr mcoEma az"rs� pa mosza"� q�n� mcrouriei �LBbWCi CARVER COUNTY Certificate & , SERVICE CENTER I 4 r Topographic CHANHASSEN! MN _ Survey SMA ATE Rgh 14REAR2008 f -MAY 17 irk I il, () I • ilY• �:IIIH 'p PI A D IVE Nis w is= L qqNN�� ra r" sm rrb �.n. r -.• I Enol•r Iran mWmm IwM /k wl�l ANN•••b m/ Y` ^•�/ Carver Con::= " ~.� T � oaoawswc I e•nel•/ • :i mn y 1 r® m.r. •.^�• °"` 5+ •.w. 9umv I e...l.. o.rou•<an ba na: NrAM7 MIN. 1'u30' G O� �- NNNNNN M-6B arsop.rt wwnm w. n I n ,axs 1....11 // WO MCNPWN /RGpCRT RICTOW INC i]LLM rtfu�IE,aI ala-�e,a meN-ma�iwum. 1 CARVER COUNTY SERVICE CENTER 1 CHANHASSEN, MN SMARCbAN 4R E2008 .,.,......,,.,,..m..,.�.,..,v...�.,r..,.m„+., w.. n,..m_...., ,,,.�.... ,, GRADING. �..,... v,i. ,...b., ,,...q.q, ....e... DMIINPGE.M'D EROSION .,.... _,.,, ...,,....,..,...«,.«,...,....,...,.�,,.,m«...«.,...�., ..m..,. OONTROLR r Lkl , m / ED m i r 10 n rJaL hW✓Aq . p p , rwWl rj Iff I PROPOSED BUILDING I HE 954.75 3 UE .. m i� r p m ° .. r � ,,, • .. .,, ,. ,. Off' — 1 16• `. t , • e PICHA DRIVE %t1 PANNG AND GEOMI PIAN 0 ocNrt. tlr.rz / 4,..xwr;a, /�noo,N. 4clo. i c. m nir 4vi DA e w_uv uvi w -1eu er'+¢ lip, CARVER COUNTY " SERVICE CENTER eDra tlom CHANHASSEN, MN SMATAE RCHPipN4REYMEEyy�� G[N&LNWLnanM �.,fewwu:,�,n+.eae�mfrtsaa. � � W� si4 m,rew•�m[.,n n.[w t4se� �m �•y_"�.a II .,.0 nr.i..,MI. r y "SFrWWummel} 4 El. ,.:......... —�--- t A tlNum'nau, Uv4 e' sne. ra,m.e A-1— CFrY OF TYPICAL CURB CBAjBA2l61 A8 AND GUTTER4 2-97 PANNG AND GEOMETRIC RAN I C4.0 CRY OF PIPE BEDDIND CKAKdABCKK P.v.c. a Ae.e. s-ox sxao a:h �o �o wau r,.o•r rw. as tiw�°• CM OF CAAK3Ad96K °OnsRn c N s-sx voi CITY OF PIPE BEDDIND CIABAKCKK N POOR 901L6 4•.7 _ no TlNaraN+w..:w,. Ds Tm _..._.. CII O' SILT CKAKdAd66K FENCE _,) • swo :IUFN/ .IUu AS NnN11fA"1NnFU BY w1Yf(),IICSV/J(CV[E. MV. MODEL/CGxd NOTE a xw rw.na w,iw xw.yy,q CIF! 9F arta NSN CdA18AABAK 51°'°'"' `� �nu%r�,wrsNin wo mwr �/ n�azn� unoiioci ON "Lw� Q9Im�,i/4 NLBdWdSI CARVER COUNTY 1 SERVICE CENTER CHANHASSEN, MN A �nn,::wi vm .., A F �.Mv,nl�n n waamn%:i •� nwnn ..,uJ SECTION AA CBAKKAIAp mr naLo ce Lan /uman SUVh 14'VM mew tim w�a�n CNL DEVAB AAINOTES CITY OF $TANOARO CAAM8A9C8N MPNHO E 2-97 `' 2101 e. �N/ ANNN'•r a ��Np.in u CITY OF CATCH BASIN c0ummu MAViOLE 2-97 1177 jo%t6,051N NANNaL xcnms=e P •M�e'ITY OF swpIANr IWWI�l' CBIAIAB9B� CURB EBE$1RRAMP , 52 5 ;V&5 PAWMFNT m.emmmn 'C'�......••Nor air. Am, OITy DF CAd1A8988I CONCRETE OAUTTER — M.wr' �.-C $-C rO�A A••e r�—.."ANN R CONCRETE lJ �0�906r DRIVEWAY APflON s-W 5207 WN NNI ^ITV OF S'CRN $dNER CBAISiEAi1 CATCH RASN 2-9] JIC1 CRY OF CT01NC11 T E �0URA182 BI neelun TRECEpIX 9ENfZ / YM1O ,NWv59x / RROOENt METOW INC WRuRL 1ei11 Ip-eau PAD av-ie�e ...aY-v.N�.n.em oh}�R�yRyq,(�4 igq`Qr�: CARVER COUNTY SERVICE CENTER 1 CHANHASSEN, MN SMARCH 14R E201 ®ur..r nw •••rr." CN7. CETAIIA NUNOTES F§OTING Pq�pasFo C0NOT0N5 PROPOSED OMINAGE MEA5 HI ING RAIWLC MG'a _ o nrvn; i x� VICINITY MAP SMR AIER RONOCP SUMMARY � pqm •m'1 � �e.nl 0 rRezuRx axrz / mw mouvmx / naRerer reinow me n 'm'[mu Burt m� uxu ., ex-e,w�•n..e. uIWOi .LOC 0}�+l iWrvl CARVER COUNTY N SERVICE CENTER CHANHASSEN, MN w 0 0 m w J SNRCH 14R M WAI RSHEO PIAN _ . I,±1, - \�%!§;¥,a�mpgg :II � - . A#mr|Q,j.�� u . . '$!: §°�!�`\) M| Iq ®� REu)• �H §q ƒ]§�)\§| :/i ! u—� 4.&!!R�`d•�2;§!K •2� §'§{ � ! if )!)� )! it %7 i/ } | |! r. n e e=P {�} � §| § / O N| |. 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Y CfTY OF Typ�CAL CURB CIANU992r AND GUTTER 2-97 ` 5202 1 NJ.eY�— _ AfL W.y�61 r ens NNN9AND OEMEM RAN CURB &V CUTTER SECIIQN5 1 9 •I IfIY �^ CffY OF PIPE BEDDING E9i99i9899 P.V.0 A A.B.S. 9Kl •- 2203 DOT OF MNI6TEE BECTON XX �9i�8i9999 1IANHOLE /\ ea> slox t y E ,yI lIO MANHOI I I L aww•�- Crt1' ME BEDDING C9i9969991 IN POOR SOILS xsT noI I e 1 TYPICgLgSIINF BEDDING POOR 5015 MYNp� xe..w �Nm y�Yaw, 4 iP. f Yi tra R u c• n �[• �+x Maa.iw. n uu. FENCE P-97 ` 53M iR IXWR KNTZ / bl0 MWPS / ROIERT MEIOW INC 9w N. .eN m. IeYI ll]-�i, le�fl Yf-,eie-sauuneom GR •R9� Nail - ;bb0.3dc~ CARVER COUNTY 1 SERVICE CENTER 1 CHANHASSEN, MN CbA 14RE2008 SMAR MfAf1P00�� w,E qNN. -tl m / r NOTE: �_ _ _ rwvm.erexJ x�..wr.r r.wr+..., nx]•, .0 SECT)ON AA CIVIL DETAU ANDNOMS CI-Y OF CITY OF ttE ROMa cluni99I i10Mp cluu9999 I_IN mazR Ewx / 3 , 0lg5CMF01MEE9MQN PROTECTION OPTIONS �� O STANDARD MANHOLE x-9) ft1lA� °ry �•i�.e. ..n �y CITV OF CATCIf BASIN '�i ca�� NAviOLE j-4) •� S1llf �W, .1T..lN0IJS PAVEMENT cinulm xti) XX+.0 r PEDESTRIAN lillL m CURB RAMP -9] •• S�CYDY�A-A .. mcrTY OF CONCRETE ���806t DRIVEWAY APgON 247 6x9) CITY OF S C2M 3PN' M== CATCH 3ASN 2-97 " JICt rY: ui�°wr. o � MI .rJ�n�1J• M614 CfiY CTHRU TM KL INO _ aW wox MEO[bCX BCX]S / YILO MWPSpI / IN(Xl nX]Ow IxC. 4X49S. 1 CARVER COUNTY SERVICE CENTER 1 CHANHASSEN, MN SHARER 14REM �ii�•'� �Yw� Yrr. WAL.. yY.rXw. INI REB o00omEv® STORMWATER WNOff SWY V ,. .tom ....... _.... VICINITY MAP m r imi&U,k sa �nr•��'ici�aa�c� (REXRPCN BMTZ ip0 MpIVS�pyN/ RRWERf RIVOW INC n pivl vR-uN Ru. ON,; N, m-N,I —. -MIN-1 .. �4 N'A9C 1 �WbR. JN; 1 CARVER COUNTY , SERVICE CENTER N CHANHASSEN, MN SMARCH 14R 2 j w aEE..MyIR. IN WAlERR1FD FIIW {} ' �lam rm, _ _ k [| �| /e : i ) / ; » « ® INY IML;10'rS50 .•. � �[.xeee_ as to .q •o �qa-., �[ Me asinl 3olna_5 r I BOOZ 'f l HONYW M31A3N NY14 311S y 1V� NW 'N35SVHNVHO °—=-----------__ 2, 831N30 MAUS k-�.. A1Nnoo d3AdV3 u PC •Y� uy4 m ([rq m as lnal rw Jw xWbtl 1M39Jtl /tlrMSCNrLL OYn / ilxl6'tlJW3mtl1 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 aff of (952) 227-1100 M=3 To: Mr. Steve Taylor Carver County 600 East 4th Street Chaska, MN 55318 Invoice SALESPERSON DATE TERMS KTM 3/17/08 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 7 Property Owners List within 500' of 7808 Kerber Blvd. (7 labels) $3.00 $21.00 Site Plan Review $633.00 Variance $200.00 1 Notification Sign $200.00 $200.00 TOTAL DUE $1054.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for April 15. 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #08-09. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 553 05/12/2008 Receipt No. CLERK: katie PAYEE: CARVER COUNTY CARVER COUNTY GOVT CTR-ADMIN 600 4TH STREET E CHASKA MN 55318 Planning Case Carver County -------------- --------------------------- GIS List 21.00 Use & Variance 833.00 Sign Rent 200.00 Total Cash Check Change 0.00 280735 1,054.00 0.00 SCANNED VENDOR NO. 19101 • Description SITE PLAN REVIEW/VARIANC PLEASE DETACH BEFORE DEPOSITING 5/09/2006 CHECK NO. 280735 Invoice Number Amount Acct#/Svc Dates Total CASE #08 1,054.00 30-965--- 6630 1,054.00 00w' ti. Solutions for Business • 1-888-876-6126 CARVER COUNTY • CHASKA, MN 55318 CA�RR R CCU !T TAXI= /EfR, GE Y ICE CEI TE , 1008 KERBER SLVE). CI-ANN,465EN, MINNESOTA PROJECT DIRECTORY OWNER LANDSCAPE ARCHITECT Carver County James R. Hill Inc. 600 East Fourth Street Planning -Engineering -Surveying Chaska, MN 55318 Phone: 952 361 1501 2500 West County Road 42 Burnsville, MN. 55337 ARCHITECT Phone: 952-890-6044 Bentz/Thompson/Rietow, Inc. 801 Nicolett Mall, Suite 801 MECHANICAL AND ELECTRICAL ENGINEERS Minneapolis, MN 55402 Gausman & Moore Phone: 612-332-1234 700 Rosedale Towers 1700 West Highway 36 Roseville, MN 55113 CIVIL ENGINEER Phone: 651-639-9606 BKBM Engineers 5930 Brooklyn Blvd Brooklyn Center, MN 55429 Phone: 763-843-0420 SITE INFORMATION ZONPG = RID 1 IC-1 PARCEL 51ZE _ .51 ACRES 42)45 SF IMPERVIOUS SURFACE COVERAGE = 63% PAWING COVERAGE : 42% BASE'W = 3300 1500 GSF = 1 PARKING SPACES FIRST FLOOR = 5b51 / 5W GSF • II PAW G SPACES SECOND FLOOR - 2512 / 200 NSF 13 PAWING SPACES TOTAL REQUIRED PARKING SPACES = 31 PARKN6. SPACES 46 PARKING SPOTS PROVIDED - W HANDICAPPED BUILDING INFORMATION TYPE B OCCUPANCY CONSTRUCTION TYPE - V B FULLY SPRII✓!'LED TWO STORIES - 1/2 BA581ENT SERVICE CENTER OCCUPANCY = 40 30'-6' 14614 2 EXITS BASET1ENT 3j00 GPO56 SF FIRST FLOOR 51,88 GRD55 SF SECOND FLOOR 4712 GR055 5F . 2512 NffT L 5F TOTAL D760 GR055 5F canopy Mdl BAN'\ 4 B6J2 cufb 8 �4rao5urtar&A nm4nc Bwac raTANw MOLL-1 �_ cwb IL11 I I I 111 1 ; I I "Ff""'f' l j /� cacls*B 4rrzN / I SY31 � MifFHt PIMNi I Wp W� s A .30'PKE5 R�1 / N b 'srt�T I I �} I g I FI b M� BBM£IVMlEM I ` rol)1M BLOIXRETdIMYa uMLL � C_ �'' i I b'SBCN 6Tdrc2 fJEE1]L1LL I I w Y � i ,^„ NOOMAR A.YlIfR I w g• $ Elf C Q ♦7 �I '� "° 4 - VICE i CTS CE TER •I m N LM45GF£ NEd i I w w yg 3 Q� I y 5tOP, W x0i BrtER WHS A ^I WCf£IE .P&)N FICNA DRIVE yMountable curb 8 guttef I d\\" {if5t ff.,ge of bit le¢=956.50 exist. builtling 517E PLAN n_- AlJ v". nlde 027717, ?, (,4h FREDERICN BENTZ / MILO THOMPSON / ROBERT RIETOW INC. BOI NICOLLET MALL. SUITE MI . MINNEAROHS. MN 36402 TEL (612) 332-1234 FAY- (612) M2-1813 wwwbV-mOKH S,c NN *AA'R0 W Z<ebW`.i CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN SITE PLAN REVIEW MARCH 14, 2008 CARVER COUNTY 780& KERBER BLVD. CNANHASSEN, MINNE50TA PROJECT DIRECTORY OWNER LANDSCAPE ARCHITECT Carver County James R. Hill Inc. 600 East Fourth Street Planning —Engineering —Surveying Chaska, MN 55318 2500 West County Road 42 Phone: 952 361 1501 Burnsville, MN. 55337 ARCHITECT Phone: 952-890-6044 Rentz/Thompson/Rietow, Inc. 801 Nicolett Mall, Suite 801 MECHANICAL AND ELECTRICAL ENGINEERS Minneapolis, MN 55402 ausman &Moore Phone: 612-332-1234 700 Rosedale Towers 1700 West Highway 36 Roseville, MN 55113 CIVIL ENGINEER Phone: 651-639-9606 BKBM Engineers 5930 Brooklyn Blvd Brooklyn Center, MN 55429 Phone: 763-843-0420 51TE INFORMATION ZONING - POD 1 NC -I PARML SIZE = 91 ACRES 42)45 SF RFERVIOIS SLIRFACE COVERAGE = 63% PARCIWG COVERAGE : 42% BASEMENT . 3300 / 500 65F = T PARCRG SPACES FRST FLOOR = 5AN / 5W GSF - II PAW NG SPACES SECO D FLOOR = 2512 / 200 NSF - I'3 PARKNG 5PACE5 TOTAL REGAIIRED PARCAG SPACES - 31 PAWING SPACES 46 PAWING SPOTS PROVIDED - TWO HANDICAPPED BUILDING INFORMATION TYPE B OCCUPAWY CCN5TRIC7ICN TYPE - V B FILLY SP04CLM TWO STORES • V2 BASE ENT SERVICE CENTER OCCIIPMDY = 40 30'-6- HIGH 2 EXITS BASEMENT 3j3W GPO655F FIRST FLOOR SASS GRO55 5F SECOND FLOOR 4212 GR065 SF - 2512 NET USABLE 5F TOTAL W&O GROSS SF . cargpY Mdl 4 B AN 8612 curb & l/MXfJF£4FE6 NOC4AR BLOOC WEi4NNG WIIL� ST441 fMlb18 B s I PICHA DRIVE jnbuntable curb & gutter 77 first floor of bit e>istbuilding elev.=956.50 curb RINENPIlBR I VIM FREDEPoIX BENTZ / MILO MOMPSON / ROBERT RIETOW INC. !W1 NICMET MALL, SUITE MI . MINNEAPWS, MN 5W2 1 (512) M2-12U FiM (612) 332-1813 ..w.an-acNMecl:.can l(GGtl;QA,?0�(cy Zbe�� SITE PLAN 0 CARVER COUNTY SERVICE CENTER 1 CHANHASSEN, MN SLTB PLAN SITE PLAN REVIEW MARCH 14, 2008 ...' m°i°. •x 1cw ID CO 0--, ® o Ma 7 S exlsf. bolding Bonk conopy / I cl .II i it II I ¢so• o' Ot II ! Qs [ i� I- 1El, ua 1 ti 1 9rP � �. � I p I ❑ i I. ;_ a I �•• I J I ❑ m I it y PROPOSED BUILDING FFE 954.75 L.FE 943.42 i'' m 0 v � 4 �s o ❑ � • uj 1 Lu X Y 1 o• yy El • I I (] B d D7 ' I s 1 PICHA DRIVE G/ 1 \ PAVING AND GEOMETRIC PLAN C4. PROPOSED PLAN SYMBOLS f/rISIMILT.^N LpIIR � � . S.RtY11M6 (MfFOY) pipfptt � LpYAIC wsvwr POIESfRY M MW vu.Nxc sou mua 1R1 WNpfM GMFNG ABBRENATONS gA' GM peLLwwn .I wdI ruv B...en� f} F {{E •Inv Mvlm N.l .1®nniW R RYu. FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 601 NICI%LEe MALL• SDIM Bo1 MNNEAPWS. MN 66R02 TEL: (612) 332-12M FAX: (612) 332-1913 www.ev-.mnit.ctz.Co W ON'A?C,Y m 4 n Nal ale IN KEYED NOTES REYEO Rp1E5 /A[ cntllro B! ® q1 RIN. 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T- .0 wmaa mrus. new xRorw scN1s. nc ro ec R IFET nIX el 1e rm wxe wm norm oIwRR¢ e tl I. c :nr.loSY Tq M—h— Mmrtl m.R. i MnDOT 661E 7 cm�rol. an o1a inner Tq Bf VOl MnOO 72 Mn00T B612 wtw I Fw Fc We O,ly .IN hM1ote 6hw,y., La4 a NeSM 2R 12•R ,e• iq TMTsn WM.M h - - "'+/T'='3'.'•_; � 1- � Canape OFi atl PrLLr 17 10 ae• I T 4F r �• Bltomnom Wrb 6' Shm FormeE CITY OF TYPICAL CURB (MANBASSEY AND GUTTER 2_97 wre w 5203 C RB AND GUTTER TI NS C. N CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 14, 2008 mi ®R.Nw:mx,.a BKBM A9 .gaM,MNe6. 1. Fmrw. (rN9 uso.m BIiB®Y _= Fwn-'.Ilml &BdN bbn.mm wmn vnmw.w JOELW "ER U.ma xo:::ee 19181 o.N wIV2BN BXBMR.Nn No. aim aw.MJh JM oN mnvmM a.aXe 1 PAVING AND GEOMETRIC PLAN v:YNH�Yw.e'P W m[.✓AviYa L�'s,xiu w. FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 a MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—orchitects.com TAXFAEFR SEFRVICE CENTEFR 7aO? < F�5 F� SL ED, CHANHASSEN, �1INNSCTA OWNER Carver County 600 East Fourth Street Chaska, MN 55318 Phone: 952 361 1501 ARCHITECT Bentz/Thompson/Rietow, Inc 801 Nicolett Mall, Suite 801 Minneapolis, MN 55402 Phone: 612-332-1234 CIVIL ENGINEER BKBM Engineers 5930 Brooklyn Blvd Brooklyn Center, MN 55429 Phone: 763-843-0420 LANDSCAPE ARCHITECT James R. Hill Inc. Planning —Engineering —Surveying 2500 West County Road 42 Burnsville, MN. 55337 Phone: 952-890-6044 MECHANICAL AND ELECTRICAL ENGINEERS Gausman & Moore 700 Rosedale Towers 1700 West Highway 36 Roseville, MN 55113 Phone: 651-639-9606 ZONING = PUD 4 NC-1 PARCEL SIZE = .91 ACRES 42,145 5F IMPERVIOUS SURFACE COVERAGE = 63% PARKING COVERAGE = 42% BASEMENT = 3,300 / 500 GSF = 1 PARKING SPACES FIRST FLOOR = 5,681 / 500 G5F = II PARKING 5PACE5 5EGOND FLOOR = 2,572 / 200 NSF = 13 PARKING SPACES TOTAL REQUIRED PARKING 5PACE5 = 31 PARKING 5PACE5 46 PARKING SPOTS PROVIDED - TWO HANDICAPPED TYPE B OCCUPANCY CONSTRUCTION TYPE - V B FULLY SPRINKLED TWO 5TORIE5 + 1/2 BASEMENT SERVICE CENTER OCCUPANCY = 40 36-b" NIGH 2 EXIT5 BASEMENT 3,300 GRO55 5F FIRST FLOOR 5,688 GRO55 5F SECOND FLOOR 4212 GRO55 5F - 2,512 NET USABLE 5F TOTAL 13,260 GRO55 5F SITE PLAN SCALE 1"- 20'-0" CONCRETE APRON I mountob(e Curb & gutter CONCRETE APRON FUTURE MONUMENT SIGN C`GN.gRcy C) 2�W�y � n, -3 CITY OF CHANHASSEN RECEIVED MAR 3 1 2008 CARVER COUNTY SERVICE CENTER CHANHASSEN, MN CHANHASSEN PLANNING DEPT SITE PLAN SITE PLAN REVIEW MARCH 14, 2008 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME ANN VODA SIGNATURE d* REG. NO. DATE aiz 15699 COMM. NO. DATE DRAWN CHECKED REVISIONS FIRST FLOOR PLAN PiroUZINA ELEVATOR MACHINE ROOM i J ELEV. STORAGE IDATA STAIR "1 ELECTRICAL ROOM BASEMENT PLAN n L_J STAIR "1 MECHANICAL ROOM E a CARVER COUNTY SERVICE CENTER FIRST FLOOR 5,681 G8F 545EMENT ELAN 3,388 G5F v 4 SECOND FLOOR PLAN 1/8 I'-m" O FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—circhitects.com y o � n CARVER COUNTY 1 SERVICE CENTER CHANHASSEN, MN FLOOR PLANS SITE PLAN REVIEW MARCH 149 2008 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME //n',',, MN VODA SIGNATURE d4w REG. NO. DATE 0125 15699 COMM. NO. DRAWN CHECKED )OOC REVISIONS FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—architects.com PREFIN15HED METAL COPING FACE BRICK ALUMINUM CURTAIN WALL SYSTEM W/I" INSULATING GLASS SPANDREL GLASS ALUMINUM WINDOWS II II II II II II ---- L--- -_--- -- - - - - -1 j L --lLL- � I I I I I I I I - LL—� L -_-_----�J - LL ---- -Z L- - - _ - - - - - - - NORTH ELEVATION m PREFINISHED METAL COPING FACE BRICK ALUMINUM CURTAIN WALL SYSTEM W/ I" INSULATING GLA55 STUCCO METAL CANOPY ALUMINUM SUN- SCREENS IF I I II � ALUMINUM I e WINDOWSul I I \ METAL LOUVER -- SCREEN AND GATE tiF- E�------------ _-----J PRENNISHED F- - L METAL I J LOUVER -� --- - ----- - - -- - - - - - - ----LTJ SOUTH ELEVATION PREFINISHED METAL LOUVER PREFINISHED METAL COPING FACE BRICK ALUMINUM CURTAIN WALL SYSTEM W/ 1" INSULATING GLASS A-11C dA SPANDREL GLASS ALUMINUM SUN SCREENS ALUMINUM WINDOWS CV MLl ICI\. EAST ELEVATION \� I/SII_II-o" PREFIN15HED METAL PRE METAL. FAC CURT 5YE IN 1--- ALUM t METAL 5PANDRE L- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J V/VV .1.1 . WEST ELEVATION CARVER COUNTY SERVICE CENTER CHANHASSEN, MN ELEVATIONS SITE PLAN REVIEW MARCH 149 2008 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME ANN VODA SIGNATURE d4a a p REG. NO. DATE M 15699 COMM. NO. DRAWN CHECKED REVISIONS Planting Palette: TREES: Rain Garden Planting Palette: I:_ I _:. ► .I: I- Landscave Notes: O Qty. Key Scientific Name Coamion Name Size Root Notes 12 A Acer x freematTii'Jef ersred' Autumn Blaze Maple 25" CaL B&B Full Form 03 B Tilfa mrdata'Greenspire' Greenspire Linden 25" CEEL B&B Specimen 03 C Betula papyrifera R.etef Renaissance Refection Birch 2" Cat B&B chmmp 06 D Populus tremaula Treda' Swedish Columnar Aspect 2" CAL B&B Specimen Qty Key Scientific Name Common Name Size Root Notes 10 H hmiperus Sabina Savor Jtmiper t3 POT Healthy/Full 25 I Taxus x media'Tau6an' Taunton Spreading Yew R5 POT HeaMy/Full 34 J Sptraea japonica Neon FlaW NeQt Flash Spina 1K3 POT Healthy/Full 15 1 K lAroniamelanocarpa'Morton' ImquoisBeauty Chokeberry 02 POT HeaWrylFull 26 L vibumumopulus'Nanum' Dwarf EumpeanCranbetxybush /2 POT Healthy/Full 14 M Diervilla lonicera Dwarf Bush Honeysudle #2 POT Healthy/Full 26 N Symphoricarpos orbicvlatus Red Smwberry 02 POT Hi allhy/Full 104 O Comussericea'lsaniff Isand Dogwood A2 POT Healthy/Full 27 P Weigela florida Tango' Tango Weigela i2 POT Healthy/FuE 18 Q Thuja ocddentaW Tedmy' Tedi ny Arborvitae 6' Hgt Bdm6 Plant 4' On -Center PERENNIALS: Qty. Key Scientific Name Common Name S(ce Root Notes 216 S HemeroralHs'Rosy Returns' Hernero'Happy Rehti ms' } HemetlocalBs r8ape MagLe Rosy Returns Daylily Happy Returns Grape Magic Daylily 71 41 n POT POT POT Eaaa�Mht AOThae Types Listed 208 T Rudbedda futgida'Goldsturan Black Eyed Susan f1 POT Healthy/Full 11 U Sedumix'AutumnJoy Auttmm o Sedum 01 POT Heathy/Full Qty Key SdentificName Common Name Size Rant Nate+ 18 AA Salix purpurea'Nana' Dwarf Blue Arctic WiRow 72 POT Heahhy/Pull 16 BB Andromeda pOhfolia Blue Ice' Blue Ice Andromeda 42 POT Healthy/FLtll Qty. Key Scientific Name Common Name Size Root Notes 91 EE Iris o rmarta t Tm igette' Pink Dwarf Bearded Iris !1 POT Healthy/lia Ziziaamea GoldenAlocazLder i1 POT' Healthy/Full (Provide a balanced mUdure of the Aster novae angtiea New England Aster 01 POT Healthy/Pull listed) plants Liatris hguhstyBs hfeadow, Blazingstar #1 POT Healthy/Pull PRECAST M L1 NOT TO SCALE DETAIL PREMIUM IMPORTED PUNTING SOIL AND MIXED ANNUAL RANTS BY THE LANDSCAPE CONTRACTOR AS PART OF THE BABE BID. T COCOA BEAN MULCH. WAUSAU TILE NSI PRECAST PUNTER Will He FINISH. SET LEVEL ON CONCRETE. FIELD -VERIFY LOCATION WITH ENGNIEER L ARCHITECT. B• FREE4NUINING ROCK INSIDE PLANTER AT THE BOTTOM, WITH Sox. FILTER FABRIC GOVER WEEP HOLE AND IRRIGATION STUB AT BOTTOM, PLAZA CONCRETE. TYP. DRIP IRRIGATION FEEDER UNE. SORE OR SLEEVE t0 RAMIER LOCATIONS AS NECESSARY. LANDSCAPE CONTRACTOR TO INSTALLA RING OF DRIP IRRIGATION BROW THE MULCH LINE IN EACH RANTER ADJACENT 'BANK OPERTY WOOD MULCH BED TO PROP. LINE, 612 CUt / 0C Cur(o & gutter,-_.- ROCK MULCH MAINT, STRIP FROM 3 BACK OF CURB TO WALL FACE. B RETAINING WALL PER CIVIL PLANS. N' SEE NOTES FOR TYPE/FINISH. t.: TURF SOD . PARKIN; LOT PER CIAL PLANS Y DIRECTIONAL SIGN PER SITE PLAN. (4) 3 BENCHES PER DETAIL. (2) BIKE RACKS PER DETAIL. L^J L 6. 14 158 63 T D M T 5 _ (1) WASTE CAN PER DETAIL EDGER. 5 L POLY ED. TV. �LgCAl�.1�C0tgIIr1011q: ••.qoe, ©/i ...........:• •'c\.i: • ♦ •'w'i, ■,■®'�,I:w. w.. rrru•iir'rrr n-•.w •. }uw virarrA. A. w-.. 4, .. ._�. rriii� r.... ,ii0001�e000Ai A `'rr N ..................., �i:�■flypp �:'«`�il��..:' �:".r m ■fir v�iuttrx O II�� ■•.�...w�n7ti�R�,�T.�{IS•O�O�O.O.«i0�0.e�One��'�il ■ v .�■�OIT. '#�iroo e 1PRHI -.-_- ■■ II r a. Q.oa mum al v o o ��-r••i-�•�•s Oy Sit', • a B �y- Os ,t...�.0 Je4. _;�• avi 0 1�• I7]- a•eb. t pw•so.•V• © O © © r0•.. t� 1. Tree saucer mulch to be four inches (4") depth natural single -shred hardwood bark. 2. Refer to civil plan sheets for grading & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 13. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements fisted in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. The landscape contractor shall furnish an Irrigation Layout Plan for head-to4v ad coverage of all turf and shrub planting areas. Use commercial -grade irrigation equipment and provide product cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinate irrigation connection point, controller, backflow and valuing locations with the ardi tect & general contractor. 17. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 18. Precast planters in the plaza area to be Wausau #SL 403, H6 finish or equal. Fill with potting soil over filter fabric and free -draining rock in the base. Set planter level on conaete plaza. Maintain or add a 2" dia. drain hole under the planter in the low -point. Fit planter to receive internal drip -tube irrigation from site system. Cocoa bean mulch (2" depth). Refer to detail 1/Li. 1. WAX ON T KRI PER NAMYACRREA PtiTRI,C1Ms. =E NL REWRTI MNgWrtiE k nSEYai n ask oP"ro r,.,s HIM mwWEn nxL na-ma IRA ROOM Rq 1T. /81llmsnna-Innwcarl¢YRE MM191Y AM tt!•',Yb I"" DNIN rea.[aoXkn lA'. ucllMal[renmolNW.+I MRe.ey' Al$It M��BSMRIt a5YAIX19lfi A0Yt UlNM 112& MM4iIgYaIMITIq .pS WN NOTW COW ML I; fW®NOIxTi.xR�I1(OrJG QIIYYMI IW6C YIR IOU •m IwrvANMc uxux XAN. NOTE: INSIALL'P'-.AINWELL• WITH JARRAH WOOD SEATING AS SUPPLIED BY LANDSCAPE FORMS, INC. (952 89&3230), SURFACE -MOUNT. UN -CRATING, ASSEMBLY, BOLTING AND INSTALLATION BY GENERAL CONTRACTOR SEE SPECIFICATIONS. COLOR STORMCLOUD, FIELD VERIFY LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO BOLTWWN. j)6' BENCH DETAIL (Typ. 4 JYP. SHRUB PLANTING - S NI SIFFAE£ NWXI OPMDX. W0.GGMFRCSBTANt AMiIM M PANT U(P WD HM1 BY t01TO MATER IN PNXI EXPOSED NNAN c m ROMIR NNGI RxSX. IS/5Y p0. HME$ TTREVaRRBKAE FALO-VE FM SOCN? HULA CAP SSTOLL Rm-wan I11CAM1 wm TEL NSAu.IIw. ARII Merin HMO u i" `Ala. uYrY n,l-ns MWN6wH4 mall@ o3KN fRWUP', RI ONRxaNiYW1 nM119.6MaNDIFIMlY[ o9QI PATSPA INEPACY. gAYURo Y; PARMFEIpW(' N!C •®BW SOIL L•1%R me xGE6iL1 WE III a Ip14t1.taw 19.IRi pp6 .0.i6•T qH WF10. W15/1W) �. naAa •rremalYeYlMac DAAwNrr rnx ra LYmR Rq} YwEAQY mw�u�lSOAw�nla �.slmml raEOd,.ARRTNSWPIEI.RVda. FFUR,S.NGM11 xMi➢RJNT M}Ix4 HI9"INF FAOMDW ••RAM WATACE 1e1XfI.INCWtxq AN£Aav,MWWN1[ io �Bn irr� °xni eoLnw.woixsrwAmH mcoANN:Mvx.Aea rasrw�DX. rAAUM �I�i'V1pL FlENxFBn ICfAINN.rrX IAN[9:A/4AlICiTELr •MDxrO xa RTlMx m.K¢.o �R FlWI XErpIATpI, WRING' BIKE RACK DETAIL L1 NOT TO SCALE ON CENTER SPACING AS STATED ON PLAN WIDTH OF HOLE EXCAVATION SHALL EXTEND AMINIMUM OF 6 INCHES BEYOND THE PLANTS ROOT SYSTEM. PREPARED PLANTING SOIL BED B• MN. PER NOTES. Y DEPTH WATERING BASIN MULCH FINISHED GRADE PLANTACCORDING TO PLANTNG DETALS FOR ISOLATED PUNTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. 45' YI.Y,W RY'j1Y a • m • Yx Yll<R-Rwi YR®•➢}g-pYM-ORY-fW,r Ali® 6H RFO.. " sys• iw q'�p� C➢HiAAC10A W 9SRx xq-�AAp9v[ BIM RDWrxG FLOOR WaL[n BEAEttMELT A MS I w KNE Rl�ft W/W CI),CFK N 9Mi t YFU.L _} s}}IYga uYY®m AxD MnAEx room AMD teas¢ NOTE'. INSTA11•PLVNWEW IVI N JNRPAH WOOD ASSJPPUED BY LANDSCAPE FORMS, INC. (952 a]832301 SURFACE MOUNT UNCRAIING ASSEMBLY BOLTING AND INSTALLATION BY GENERAL CONTRACTOR SEE SPECIFICATIONS. COLOR: STORMCLOUD. FIELD BOLTLDOLacAIloxsvaTHLwoscaRARCHrrL-cr PRroR To -0OIYN. NVASTE RECEPTACLE DETAIL NOT TO SCALE MUNMTURBEDSOIL NOTES: _ RAINGARDEN LOCATION, WIDRI, PIPING, ETC. PER CIVIL ENGINEERS PINTS AND SPECIFICATIONS. ALLOWEXCAVATED RAN GARDEN TRENCH TO AR-0UT SO NO STANDING WATER IS PRESENT PRIORToeACIMELNGOPERATIONS, SEE RAN FOR RANRNG LOCATIONS 80ETAL9 zr SECTION AT RAIN GIR RDEN NOT TO SCALE FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN RR 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-orchitects.com 6.3 N •AR0 C �6 �y -3 T OEPTHSINGLESHRED HARDWOOD MULCH. IMPORTED CUSTOM AXED SOIL BLEND OF NI%SAND, 30% LOAM AND 2D%PEATOR COMPOST RACE IN SUBMIT ME • DESIGN HANOTAMFOR PPROV LFLA FLAMERS DMYANG DON APPROVAL PWSnQUAL. 7 RAIN GARDEN MIX OR APPROVED EQUAL. FREEORAINING AGGREGATE, LOOSLY PLACED INSIDE 4m. NONWOVEN FILTERFABRN;, NEW 4' DA. HOPE PERFORATED DRNNTLE (UNDER ENTIRE PLANING AREA A TIEDNTOLOW MW CATCH BASN, PERGVIL PLWS) EXISTINGSIIRLGRADE. NEEP COWALTDN TORN ABBOLUTEMNNIMIM. /.O1 qqqq •l HIM Ir'h'I.I. LIiII . • .li .I. II=11=II=11=11,_A =11 MDTES: SEE PLAN FOR CROSS SLOPE DIRECTION. MAINTENANCE STEW WIDTH VARIES SEE PLAN. MINERAL MULCH MAIN L1 NOTTOSCALE 7YP. PERENNIAL/PL E PERENNIAL / PLUG RANT MULCH PER NOTES. EDGE CONDITION VARIES - SEE PLAN. NOTE: HAND -LOOSEN ROOTS OF CONTNNERIZED PLANT MATERIALS. PLANTING SOIL PER NOTES, 18' MIN. DEPTH. CONTRACTOR PREPARED SUBGRADE ANTING - SECTION CARVER COUNTY SERVICE CENTER CHANHASSEN, MN LANDSCAPE PLAN SITE PLAN REVIEW MARCH 149 2008 James R. Hill, Inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. OTT RD. 42, SAE 120, BJNSMUE, MN 55337 PHONE: (952)890-6044 FAX, (952)8"244 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA INANE UCIEL COOPER SIGNATURE f REG. NO. 18495 A I L1 NOT TO SCALE NOT TO SCALE ROCK MULCH MAINT. STRIP FROM E MECH / EE . L1 BACK OF CURB TO WALL r / MULCH TO 1" BELOW WALL CAP. ROCK MULCH 4 2 N. h4A RAINGARDEN LANDSCAPE ARE III DATE glq 200B / PER DETAIL. E H t IS SEE NOTES &DETAILS. NOTES: / A POLY EDGER..TYP, - 2 HAND -SPADED EDGE AROUND IREONL CROSSOVERUMBSS,co-DOM PLANTING. 3 RAINGARDEN, CONTINUOUS. LEADERS, AND BROKEN OR DEAD BRANCHES. SOME -'4 '.. • INTERIOR TWIGS AND LATERAL BRANCHES NARY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL NOTE' BUDS OF BRANCHESTHAT EXTEND THE EDGE OF / ... 2'. • ,��� .. CONIFER TO RAVE SHREDDED THE CROWN. HARDWOOD MULCH OBE EO FIELD STAKE TREES FOR THE APPROVAL OF THE -•' .. LSE. H UN CONTACT CEROO BALL LANDSCAPE ARCHITECT \ PUCE ROOT SALE 50 THAT BASAL n1RF'•SOD i. • \ WRAP TREE TRUNKS SV NOVA5TH AND I ''N' -' E. SOD.. •• •. '/. 6 pE131• ABOVE SURROUNDING REMOVE BY JUNE 1ST. iUR THE CONTRACTOR IS RESPONSIBLE FOR .,� •• ENSURING THE TREES ARE IN A PLUMB MARK THE NORTH SIDE OF THE TREEMiIf POSITION THROUGHOUT THE WARRANTY NURSERY, AND ROTATE TREE TO FACE ' PERIOD. NORTH AT THE SITE WHEN EVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK RARE ISVISIBLE AT THE TOP OF THE ROOT . .. ... • . BAIT. TREES WHERE THE TRUNK FLARE IS NOTROOT BALL TO SIT ON MOUNDEO .� VISIBLE HALL BE REJECTED. DO NOT COVER Cr)U U TOP 113 OF ROOT BALL ERTHE FROM TOP iD OF ROOT BALL TOP OF THE ROOT BALL WITH SOIL SET TOP MULOR RING OFT. DIM.. D BET. DIAM. OF ROOT BALL FUISHT MULCH - 0 DEEP SEE SPEC PRE FERRED EFERRED IR CTI A ION GRADE 1- D E ON L S PER PLAN. G OR 2N HIGHER IN Y G SOW DRAINING SOILS. RAN TING 901E SEE 9P EC. / IN. HIG H EARTH SAUCER BEYO ND E OG OF TOPSOIL ROOT BALL. 1 3 PICHA DRIVE am- I •)(' CONTACT WITH TREE TRUNK MAINTAIN REMOVEAIWBN TE, ROPE AND WIRE, EAND BURLAP I . TOMAHMNK TREE STABILIZER WCODMULCH.[q NO PLACE MULCH IN s,MINIMUM (2)PERTREE UBGRAIIE THE MULCH WEEO•FREE FOR AFTER FROM TOP HALF OF ROOT BALL -5`<-+rr7oun to ble curb TOMAHAWK TREE STABILIZER STAKES. PUNTING_ & gutter f7 MINIMUM (2) PER TREE IF PLANT IS SNIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, DRAIN SYSTEM IS NECESSARY NOTE FOR DIMENSIONS OF RANTING AREAS SEE CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO FOR HEAVY DLAV SOILS. PLAN SOIL SACKFUL SHALL BE GARDEN BLEND PLANTING HOLE - 4• DIAMETER AUGERED HOLE, SOIL (EQUAL MIX OF COMPOSE, SAND& SOIL) PER PUCE ROOTBALL ON UNFJ(CAVATED OR TAMPED SOIL. TWICE BALL DIlMAET92� DIAMETER DRAIN ROCKCCOVER NOTES. TAMP SOL PROUD ROOT BALL BASE FIRMLY WENT FOOT SCALE IN FEET WIB FIL ER FABRIC. \ 20 40 60 PRESSURE SO THAT ROOT BALL DOES NOT SHIFT, CONIFEROUS TREE PLANTING - SECTION ,o DECIDUOUS TREE PLANTING - SECTION -- -- -- -- -- -- 1 inch = 20 feet L1 NOT TO SCALE L1 NOT TO SCALE LANDSCAPE PLAN LANDSCAPE DETAILS, NOTES AND SCHEDULES: 22494 COMM, N0. 3/I4/08 DATE 34 DRAWN CHECKED REVISIONS L1 c\ \ MH--SAN-- A RIM=9959.27 ,(` \ /NV.-.:947.95 \ C Stoop J 4'ld C 95B 64 J 956 16 sm fj \ 957e \ V Cont. pad '•': w/transformer C� � I O jt 9 6. b +. r1 v 5 b l J_' a I m j N L_ 9.5 I \ (/ I i I{954. I� i Spry �+ \ 957.75 57.67 / ` conC. II I \^ Stoop 5766 ij 953. 95J81.•�• - ' S r-c ' m M=95C.3 onc. -�' .• :.J•. 'd6YINV. 939.< Stoop E K•tV.-9 4.93 a _ 53'S 951.73 _-2 RIM=950.28 j � °�.5`CER -' � 8 INV:W936.35 7 ;I iU canopy c Build Agreerr. "oc. PJ!.rm T'155' Ob cn� y� •95t16 A • 95a36 =940•R • 95227 exist, building Bank • 952, 48 \ • 95333 181.20 963.88 • 96a28 f9 12 curb • 96a56 • 958.71 e PlCfiA D IVE --9Ufm CJU;).C%e !--Urb J.;,t(er o 5M1 ____...__ 0,94 9 ................ 953 -- 5361 r 954.50 9 954.63 956 5524 first floor of bit exist. building e/ev.=956.50 r- Requested By: ` ..............I 96325 282 I 82 961 5 963 /p 96J. 74 r" 5` C!lr „L.t t..+ 962.73 t?c•M=. 1.49 G aw a • denotes iron monument found Certificate & Topographic Survey an Carver Coun p denotes iron pipe set a,.,,a.,,,�„ and marked as shown: oTi� Lot Z Block 3, BURDICK PARK ADDiRON, Carver County, Minnesota Date: Drawn By: Scale: 9 denotes soil boring (by others) G denotes percolation test hole 11/26/07 M.L.H. 1" = 30' (by others) 19 ■ t� 960.34 MH-.SAN r?i,M= 959.82 WV=948.72 956.83 957.49 955. 15 `1 95504 Checked By: P.E.O. Cct RIM= 9 ,54.40 IN'=951.19 956.95 55-37 47.73 957.18 Certificate & Topographic Survey AREA = 42,145.63 SF (0.97 ACRES) LEGEND Sr denotes storm sewer line ss denotes sanitary sewer line denotes gate valve b denotes hy1*ant eae- denotes existing contour x 10Y1A denotes existing spot elevation m denotes telephone box denotes cable TV box II denotes light pole O denotes power pole Q denotes tree E denotes guy wire denotes concrete TREE LEGEND P denotes Pine S denotes Spruce M denotes Maple A denotes Ash PROPERTY DESCRIP77ON Lot Z Block 3, BURD/CK PARK ADDIAON, Carver County, Minnesota, according to the recorded plot thereof. I hereby certify that this survey, web Site.. Revised: plan, or or under report was my direct prepared by me supervision and ' www•ottoassoeiates.awn that I am a duly Licensed Land Surveyor under the laws of the 9 west DIvbIOn St. State of Minnesota. TTO Buffalo, MN Sg313 .- (763��4727 Job No. SSOCIarES Fay (763)8"22 Paul E. Otto Englae= and LMW SW"yW% ice' 1- 0 7- 0432 Date: License / 40062 FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) /332-1234 FAX: (612) 332-1813 www.btr-architects.com n CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 Drawn By Checked By Date 1 REVISIONS 3 14 0a CITY SUBMITTAL 3/2a/os CItY suemr-rAL TOPOGRAPHIC SURVEY V:\08150\Drawings\CMI\08150.C1.O.TOPO.dwg, 3/28/2008 12:36:42 PM C1.0 I GRADING HOLD DOWN TABLE I PROPOSED BUILDING PAD 4" CONCRETE FLOOR SLAB (REFER TO STRUCTURAL) 6" GRANULAR SAND CUSHION BITUMINOUS PAVEMENT 1.5" BITUMINOUS WEAR COURSE 1.5" BITUMINOUS NON -WEAR COURSE 6" MN/DOT 3138 CLASS 5 AGO. BASE 12" MN/DOT 3149.2E SELECT GRANULAR SUBGRADE CONCRETE SIDEWALK AND PATIO 4" CONCRETE SLAB 6" GRANULAR SAND CUSHION RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. KEYED NOTES KEYED NOTES ARE DENOTED BY ® ON PLAN. �1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 3/C5.0. ❑2 INSTALL SILT FENCE. REFER TO DETAIL 1/C5.0. �3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C5.0. ® INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. ❑5 ARCHITECTURAL CHECK WALL, REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS © RAIN GARDEN/INFILTRATION AREA, REFER TO LANDSCAPE PLANS FOR MORE DETAILS. 9. CONSTRUCTION LIMITS SILTATION FENCE X X PROPERTY LINE - - SAWCUT LINE (APPROX.) - - - - - - - - PROPOSED CONTOUR 955 SPOT ELEVATION 8.6 STORM SEWER ->- DRAIN TILE 1E_ CATCH BASIN MANHOLE ROCK CONSTRUCTION ENTRANCE +-! EROSION CONTROL BLANKET (TEMPORARY) DRAINAGE FLOW ARROW ->) RETAINING WALL RETAINING WALL TW59.0 SPOT ELEVATION I BW:59.0 SOIL BORING SR-b s FAPPROXIMATE DISTURBED AREA IS 1.08 ACRES I -al 20' 10' 0 20' 40' SCALE 1w = 20' ABBREVIATIONS _ffL G Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONIC Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation INV Invert LFE Lower Floor Elevation MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 0 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com GRADING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 2. THE BACKGROUND INFORMATION WAS PREPARED BY OTTO ASSOCIATES. CONTACT PAUL E. OTTO AT (763) 682-4727. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVAT O AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS, THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTAC UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 4. PROTECT ALL EXISTING STRUCTURES AND UTIUTIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 6. ALL SPOT ELEVATIONS SHOWN AS 58.68, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 958.68. 7. NO SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. B. HANDICAP PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. 9. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 10. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UFWTY PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 11. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE CITY AND WATERSHED WILL INSPECT THE SITE TO DETERMINE ITS SUITABIUTY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 12. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 13. ALL TOPSOIL SWILL BE STRIPPED AND SALVAGED FOR RE -SPREADING ON THE SITE. SIX INCHES OF TOPSOIL - AFTER COMPACTION- SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. 14. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 15. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS AR: TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND DISC -MULCHED. 16. WINTER MULCHING: A SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC -ANCHORING. 17. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHAL FOR THE EXACT PLACEMENT OF FIRE LANES, YELLOW -PANTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. 18, THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 _ 5930 Brooklyn Boulevard BKBMMinneapolis, MN 55429-2518 ® Phone: (763) 843-0420 ENGINEERS Fax: (763) 843-0421 -�- - wvvw.bkbm.com O 2008 8K8M Engineers, Inc. Al rights reserved. This document is or. instrument of service and is the property of 80M Engineers, and may not be used or copied without prior written: consent. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision: and :hat I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name JOEL W. MANER Signature j+1d frn9 AC License Number 19181 Date 3/14/2008 EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEER AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED, THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL B RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG, INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. 5, FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 6, SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF CONSTRUCTION. 8, DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 9, ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE MATH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS: A ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110 (OATS), OR 100 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE, C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 190 AT A RATE OF 60 POUNDS PER ACRE. D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60-DAY GROWING PERIOD. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 250 AT A RATE OF 70 POUNDS PER ACRE. F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PUN). PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 260 (COMMERCIAL TURF GRASS) AT A RATE OF 100 POUNDS PER ACRE. G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. 11, RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION, WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE AREA TRIBUTARY TO THE CATCH BASIN IS RESTORED. 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY UMITED. THE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH MN/DOT 3885 CATEGORY 2 STRAW EROSION CONTROL BLANKETS OR STAKED SOD. 14. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 15. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AS DIRECTED BY THE CITY AND/OR WATERSHED. BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3/14 08 CITY SUBMITTAL 3/28/08 CITY SUBMITTAL GRADING, DRAINAGE, AND EROSION CONTROL PLAN C2.0 LANDSCAPING 6" MINIMUM TOPSOIL V:\08150\Drawings\Civil\08150.C2.0.GRAD.dwg, 3/28/2008 2:31:52 PM i RIM=959.27 -- WV..=94795 � �• _ Ss-- ---- oop w/t;-rrisf�rr; : e; exist. buildtIng v, I CB #5 5•!Oup it �I R,M=948.88 j in �r 'NV =940. 18 a q 11 _ ^Ay Top Nu: ; iY4 l , s 1929j --- a 1 ~ 1 �� ( -. Ca EX. CB RIM=950.98- a INK=940.38 r I CB 1 RIM-950.,33 I N&W VV ':?39.48 i E /NV=944.93 ' ... I u, MH #4A ST CB RIM. 949.95 (NV.=946.15 - CB .-.-. _ _ _ 75 -------- 6-INCH SANITARY SERVICE Oil 40 10 CB #31 PROPOSED ILDING E 95 .7 HE LIFE 94 .4 FAI Q� CB #2 H # 1 , _ ST T � -5 / - ✓7 _­'L J1.-1t1„ A9;racate Base 3:. PAn']CT acicct 50ronula- barrow 0 Y 0 Course =:I:er llgq: ega4a � Z PrOOT 3149,2H 12 d_ocp w fJ !, -1y S ih-•grade 4" perforota pica Notch May s,.h-gr❑.-e-� ge0tzxtaz vrop f3733, Type 1) for ;p pa al0aarnc-L .� „ A . T: NCt I'EI,,.� �'crfurctcd PVC, or Dual Wall I, sninot'i irtP.^inr �n,rugatcd PE j';1 OruuL --, - 6Cone. :. u•curd d col.::r FIP:7 DCTAII 4 pipe 1. Clearou:s requrr.- of ardln n.;ir:s err as O'rmn -n pinas. 2 S•w,n c3 to '-c ah::an on a3 bui is I, :or all i. tnd`ri4 p0ini== Lo all d•cinc le. 7- J. Openirgs in structure, fc• dralntfle :D be! 'abncoted or care drilled. 4. This de:0.1 :o be used A-e- a• more 0` existing sail slb cja is recessar•;. 1'1 f Y 0= 4" ACE CKANZASSSS DR.A'NTILE NISL''U: nC.TE nxTE Na.. 2�_97 PICHA DRIVE 1 UTILITY PLAN C3.0 y rn Ca - RIM=954.59 INV.=950.59 MM--57C1 Af 7 RM4=96126 1 / INV. =9 6,76 1 f ti' rt I f / t / , r 5 Jet !,r 'h ..;._....-MIY....SAN r i j R/A•l=959.82 �f it if 1' /NV. 948.72 ri t () r I I II -_ CB RI.M=954.49 INV.=951.19 5s---ss- .._.- MH-SAN RA1=955.37 !NV �947.73 24"x_16" slab opening for Namoh rr wpral NOTE: I. t,:ulc: show:, � 1 _Naench RZ290-L castng and a- -- ,,'grate or equal. Wrier irn of 2 maximin of 5 7" RnHfus �� (-LttN f concrete raig:: wi:r Sr! beds of rr.o'tar. 6 :arla. as iar - _ Prr_at:st CCOC.'CtC Cr HDPE adjusting rrigs. -- E" porast rairtxa:ad r:rx,crele :vf<re. Vc'i 12" 1G a '' - Tap of bnr'rel iienlixi InAlow irx- rt1ab t. `;, �0"c flat top eace sealed with 2 beads of Rcmnelt or equal. Varies `~� All 'osIIts in manhole to how, 4'-0" ---Cr•'K�q -ubbe: caskets_ '1P• _._. __... Feces: eoncr^tc sic:iar - Marlolz steps, Neenah R'981J ar 5" -h - nqur:, 16' o.o.. A":M;num stews - t 7ochcuscs she. be c-x+tad or bath the auts:de and inside. -ad d 1 No blhek stnuctires are ol:awed. i - �- Mui•rtr sate #hfc,"1ess, 6" for 14' de3:t. I m ease thxkreSs I" for 'ir)' - E" en_ 4' of A-Kh jr*;qlo^ than 14', t - and reinforcz wlf i G`Kb" 10/10 rnuaa. SECT {?P_ ` No _rai holes CITY OF CA -^I• -I 3A SIN TIII CRASBASSSN '�V ;NH�uh:�P .`.Et15FD: I -00.1 -0311 34 CATE: 9. 1C)4 =LATE NO.; r. : VILE YaN :33 1Gb 1 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS � I - PROPERTY LINE - - SAWCUT LINE (APPROX.) - - - - - - - - WATER PIPE --F-� DRAINTIL.E ---�--- STORM SEWER >- SANITARY SEWER -�-- RETAINING WALL MANHOLE CATCH BASIN SANITARY SEWER CLEANOUT • DRAINTILE INVERTi3:$il ELEVATION / 0 CB Catch Basin CONIC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FIFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCH Schedule 20' 10' 0 20' 41 SCALE 1' = 20' KEYED NOTES KEYED NOTES ARE DENOTED BY ® ON PLAN. �j STUB 6-INCH DIP COMBINED FIRE AND DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT PIPE SIZE, INVERT ELEVATION, AND LOCATION WITH MECHANICAL CONTRACTOR. CONNECT PROPOSED WATER SERVICE TO EXISTING 6-INCH WATER SERVICE STUB AT APPROXIMATE INVERT ELEVATION OF 950.80. ACTUAL INVERT MAY VARY AND THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO THE START OF CONSTRUCTION. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑3 STUB 6-INCH PVC SANITARY SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING AT INVERT ELEVATION OF 949.79. COORDINATE EXACT PIPE SIZE, INVERT ELEVATION, AND LOCATION WITH MECHANICAL CONTRACTOR. ® CONNECT PROPOSED SANITARY SERVICE TO EXISTING 6-INCH STUB AT APPROXIMATE INVERT ELEVATION OF 949.00. ACTUAL INVERT MAY VARY AND THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO START OF CONSTRUCTION. INSTALL THE SANITARY SERVICE AT A SLOPE OF 1.0% TO WITHIN 5-FEET OF PROPOSED BUILDING AT INVERT ELEVATION 949.79. COORDINATE EXACT PIPE SIZE, INVERT ELEVATION, AND LOCATION WITH MECHANICAL CONTRACTOR. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. CONSTRUCT NEW MANHOLE OVER EXISTING 33-INCH DIAMETER STORM SEWER PIPE, REFER TO STORM SEWER TABLE FOR INVERTS AND ELEVATIONS. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. © INSTALL 8" SCH 40 PVC ROOFDRAIN LEAD TO WITHIN 5-FEET OF BUILDING AT INVERT ELEVATION 949.61. �7 INSTALL 6-INCH DIP 45 DEGREE BEND WITH THRUST BLOCK PER DETAIL 2/C5.1. © INSTALL 6-INCH SDR 35 PVC 45 DEGREE BEND. �g CORE DRILL EXISTING CATCH BASIN TO RECEIVE PROPOSED 12" PVC PIPE. GROUT SEAL AROUND OPENING. SEE STORM SEWER TABLE FOR DETAILS. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. t0 INSTALL 6-INCH PVC SANITARY SEWER CLEANOUT. REFER TO DETAIL 2/C3.0. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 11 INSTALL 4-INCH DRAINTILE PER DETAIL 3/C3.0. DRAINTILE SHALL DRAIN INTO BUILDING SUMP. REFER TO MECHANICAL PLANS PRIOR TO CONSTRUCTION FOR EXACT LOCATION AND ELEVATION OF SUMP PIT. 12 INSTALL SUMP CATCHBASIN. REFER TO DETAIL 4/C3.0. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 13 INSTALL 4-INCH DRAINTILE INTO LOWPOINT CATCHBASIN. REFER TO DETAIL 5/C3.0. UTILITY NOTES: 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET, FOLLOW ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS. 4. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE. 5. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN, 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN. PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHALL BE SDR 35 PVC UNLESS NOTED OTHERWISE. B. STORM SEWER PIPING SHALL BE SDR 35 PVC UNLESS NOTED OTHERWISE. 9. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY: 1. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. STORM SEWER TABLE STRUCTURE STRUCTURE DIMENSION NEENAH TOP INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION E. 948,46 +MH #1 60 R-1642 953.50 W. 948.46 N. 948.80 41 L.F. OF 8" PVC PIPE 0 1A5%, CB #2 S. 949.27 CB #2 48 R-4342 953.20 E. 949.53 8 L.F. OF 8" PVC PIPE 0 1.00%, BUILDING SERVICE N. 949.27 44 L.F. OF 8" PVC PIPE 0 0.60%, CS #3 Ce #3 48 R-4342 953.20 S. 949.53 EX. CB #4 EXISTING EXISTING EX. 949.95 S. 946.15 N. 946.15 53 L.F. OF 12" PVC PIPE 0 3.22%, MH #4A MH 4A 48 R-1642 953.19 S. 947 N. 947,86 86 56 L.F. OF 12" PVC PIPE O 0.50%, CB #5 CB #5 48 R-3290L 952.50 S. 948.14 N. 948.14 72 L.F. OF 12" PVC PIPE 0 0.50%, CB #6 CB #6 2436 R-3290L 952.50 S. 948.50 " INVERTS TO THE EAST AND WEST FOR THE EXISTING 33-INCH STORM SEWER ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. ALL PIPE LENGTHS ARE ROUNDED TO NEAREST FOOT AND ARE MEASURED FROM CENTER TO CENTER OF STRUCTURE. FILTER FABRIC MN/DOT 3733 �+ TYPE 1 6 COARSE FILTER AGGREGATE MN/DOT 3149.211 � a a PERFORATED DRAIN TILE PIPE REFER TO MN/DOT n THERMOPLASTIC DRAINTILE PACK PIPE 3245 PROPOSED GRADE 6" TOPSOIL (PERVIOUS AREAS) _ _ -- CLAY CAP FOUNDATION WALL BACKFlLL V. GRANULAR MATERIAL HAVING LESS THAN 40% PASSING THE NO. 40 SIEVE AND LESS THAN 5% PASSING THE NO. 200 SIEVE. ELEVATION VARIES FLOOR SLAB FOOTING FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com �G N *A,,? � <c l O l_rl 26 �y CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 14, 2008 5930 Brooklyn Boulevard BKBM Minneapolis, MN 55 20 2518 ®. PS E11Ki/NEERS Fax: (763) 843-0421 -- www.bkbm.com C 2008 BKBM Engineers, Inc. NI rights reserved. This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision: and thus I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name JOEL W. M�pAIER d Signature ilik, License Number 19181 Date 3/14/2008 )POSED SURFACE - PROVIDE BRASS CLEANOUT CAP OR PLACE A 1'X1' SQUARE STEEL PLATE OVER CLEANOUT TO PROVIDE FOR LOCATION 6" RISER BKBM Project No, 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3 14 08 CITY SUBMITTAL 3/28/08 CITY SUBMITTAL 6" X 6" WYE BRANCH UTILITY PLAN C3,0 V:\08150\Drawings\Civil\08150.C3.0.UTILITY.dwg, 3/28/2008 2:30:47 Fr, C:if?C, pc�'iv— YtItnon.S"Ormer exist. b";,`af;rfg Tm-get 41 r F ,a -ems c- 7 1 I' I) -1 1 �� II it II (I I �! I/ I( I� !I c �I .y canopy 1 91 1E ''II5.0'— exisi. budding / r if I I f ;. 1 it /fJ curb -- .2 � &rl:u:c _. ❑2 PROPOSED BUILDING FFE 954.75 LFE 943 42 130, R5.0' 24.99'.' L"J .- /A 260. 'f R5.0' ❑1 141. ro. 26.0' I ® • ha'r.. 10 10 ^.• 6. 9' 1 Q. 7 � . I 1 — R10.0' © 12.0 a ❑ 5.0' IT]26.6' i / ❑9 15.0' ,' 26.0' Eil -- — — -- — — - -------- _..__..--------- -- — 1% low R 15.6' ° 14.5' 1 < • g i PICHA DRIVE -1 r S+Jr.+'riOU^<<LYiiB curb cil guf ier 14.5' f;! ! f' / tl 1 r 1/ r f i i r� a I 1 f PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS SAWCUT LINES (APPROX.) — — — — — — — — PROPERTY LINE " CONCRETE PAVEMENT PEDESTRIAN CURB Al RAMP PARKING STALL COUNT 1 1' Y HANDICAP PARKING �C\ ABBREVIATIONS BLDG Building BW Bottom of Wall CONC Concrete ELEV Elevation EX Existing FEE Finished Floor Elevation LFE Lower Floor Elevation MAX Maximum MIN Minimum R Radius TYP• Typical KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. �1 INSTALL 8612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 2/C4.0. �2 INSTALL BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C5.1. FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 0 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com 441 r*i , 3� INSTALL CONCRETE WALK- REFER TO DETAIL 5/C5.1. REFER TO LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING. ® INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 3/C5.1. Q INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 4/C5.1. RANS ORM R PADS WITH BARRIER WALL. REFER STALL CONDENSER/ TRANSFORMER e� 20' 10' O A �^ 20' QT O �7 INSTALL MOUNTABLE CURB SECTION. REFER TO DETAIL 2/C4.0. SCALE 19= 20' �6 INSTALL VALLEY GUTTER. REFER TO DETAIL 7/C5.1. �9 LANDSCAPE AREA. REFER TO LANDSCAPE ARCHITECTS PLANS 10 INSTALL TRASH/ RECYCLE PADS WITH BARRIER WALL. REFER TO ARCHITECTURAL PLANS. GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED OTHERWISE. 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 4. FOR PROPOSED BUILDING LAYOUT REFER TO ARCHITECTURAL PLANS. 5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY, 6, NO PONDING OF WATER WILL BE ALLOWED WHERE NEW PAVEMENT MATCHES INTO EXISTING PAVEMENT. 7. ALL PARKING STALLS, EXCEPT HANDICAP STALLS, ARE TO BE 9 FEET WIDE BY 16 FEET LONG UNLESS NOTED OTHERWISE. 1/2"r� ( 3"r Top Bitamirloua Material f 2 r r -�3 31ape ( 3 4" per Ft 01 WIDur Concrete Cum and Getter �16" 32r 1/2 , /� Tap Biturnintw3 Moterld a'r { J 14 L.-' �,- ._ a = ate rf MnDOT e612 Ccnorete Curb and Gutter NOTE: k I + Ea' Use Only with Private Drlvawaye, Pcrkir^g Lots, or Madions. 12"R-i 1 t5" Top 81turoinous M*teriol --_, - c -- .- SURMOUN i ABL.E Concrete Curb and Gutter 171/2" 101/2" r O" = OPurniraus BltUFrt'nous Curb Surface 6" Shoe Formed I CITY OF TYPICAL CURB 03ANBAS121 AND GUTTER :Q 7-97 DATE: n 97 PLATE NO. 1AMEt 303_5203 CARVER COUNTY SERVICE CENTER CHANHASSEN5 MN SITE 1149 REVIEW8 BKBMPS I ) MN 55 20 2518 ENGINEERS "— Fax: (763) 843-0421 — www.bkbm.com C 2008 BKBM Engineers, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. 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, Print Name JOEL W. MAIER Signature 1 V License Number 19181 Date 3/14/2008 BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3 14 08 CITY SUBMITTAL 3/25/08 CITY SUBMITTAL PAVING AND GEOMETRIC PLAN V:\08150\Drawings\Civil\08150.C4.0.PAV1NG.dwg, 3/2812008 12:35:15 PM FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 0 MINNEAPOLIS. MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com G N •ARcNy � rn IS 3 n n rrlax.,• a _-- S-eT Posts 247 in crounc , 76 Ties CARVER COUNTY Vote: Sl; fence LILY l�riac- specifications, scurcr- ?ol mafte sli:.ed woven i monatlament, 36"fide fastened to h l steel T-Postc with ,3(.501b) tensile strength plastic zio ties per 9 p SERVICE CENTER 1 t + + + + + + + - + + + + + �iJ � t 7 5 f #tince r6WriYmwod sit + r—^� + h- +++t++ -r Embedrnent 0 r 3 ^� T-P.-s'- (NI --chile liced� + + 4-- - +r' F. + L i ,. MNteria! `• G O' 'OQ �. EROSION CONYR0.1-- + 4 + + ,1 ��Rr' + -r I �I- n Foy Depth U�i� �FN(_F 1 _... + + , ,.y J +..,;_ + + + _ IticremIercts ;iy�.) ~. (7(7 , O 7, \_ -il.T>� FA$?C CHANHASSEN, MN - f . oC_ oC)_pi . 5" fay Depth _ , i / t f Frunda ion {D 7U Ci _ L'1CrgmRr tR i7x3.)i / / : / .' t /� If Rcgl.lired �.� " -' t, CJ�CJ `(l� Ca.T, (see .1a=a ] 6 M�NIMliR4 fN-s Ti ..� O0 Ors �0�e)" Type 2 silt fer:.c N the scale as type I w[`) hrsy 5�as inslullW, as per detai. diameter°ufplpcts"de 1" - 2" WASHED POCK--� 1>I�f oQ '� Type 2 to be used to pratcct all wetlands. "T � � �\,A 18" MJNI'4UU CUT OFF BERIV / r p tK TO MIN MIZE R'1NOFF FROM SJTE SITE PLAN REVIEW n C7•rt=a• - • - liax or stmw sal Ca. ,. A soils Ett4tree• will be required to e foundation :Ile d�J:h o`. the pipe f ccordi !on -. • ', � `-%�-? ,'' ;...,m o a ei,„ trauq ..b �.e t.2C l�r u.Iry.t MARCH 14 2008 emhedrl mcteil if needed. ripe foundation r ntt i ai shci as in accardan;.a as •= "J�' 'f •' ' wJ,l1 rkNDDi 3,h9.2t? caurso Filter aggregate. •,,;. =_= J•?--'rnp.l.ar.�„w5.6xsrds. 2. P.v.G. budding ,hall be MND01 .5149,2D seeot groiulcr borrow with 1009� —' -' �[F TICS ; � - 3gmavfih.UsIiA0R.-a l.ua,eI. � sC.ANin n 3 4" uieve, hrl:.t itx;s liuln 1GY. 't��ln c Nr). 1Gr_t .Sieve. NOTE: -If T!T.Z FARMC S.HAI l PI ADFD UNDER ROCK 3. A.B.S. 5adding shall Da lANL,r.7J 3149.2A select granulcr borrow with 100% � -TO STOP MUD MIGRATION THPOUGH ROCK. ' nnssinn n ./4' si"e- oril Inns than 20% passing a Nn. 200 siwe I?T'i'O ^QLMOL r' - CITY OF ROCK I T �, C 7 _ -_ . 59W Brooklyn Boulevard SILT — Minneapolis, MN 55429-2518 _ CITY OF PIPE BEDDING; �� SS CONSTRUCTION BKBM � Phone: (763) 843-0420 QA���S � P.V.C. A.B.S. ENTRANCE ,,. �� � �� FEN(�E ENGINEERS � Fax: (763) 843-0421 www.bkbm.Cam R�V'ED_lI-ie 7AYe: A ATE NO.: REVIg-1•14 r)AT=r PATE N4.: .0: DAr PLArr ND.: 2-97 5301 2-0? � J Sl 2�97 NAMC:393302 f9 C All rights �re er ed. ngineers, Inc. 2203 FIt. R. NAMT: 3a3_.534a wMt:::IE3 22C:: This document is an instrument of service and is the property, of BKBM Engineers, and may net be used or copied without prier writter• consent. 5 TYPICAL PIPE BEDDING FOR PVC _ 3 BERMED ROCK CONSTRUCTION ENTRANCE 1 SILTATION FENCE C5.0 NO 0 SCA T C5.0 NO 0 SCA C5.0 NoTTCA hereby certify that :his plan, specification, or repor, wos 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. Print Name JOEL W. MAIER T Signature i• S=DIMF-NT TRAP AS MANUFACTURED BY 1"' diameter rock fester License Number 19t81 WIMCO,LLC.SLiAKOPEE, MV. Date 3/14/2008 Ax wNaai or srrTt muam.crox. s7n tongs ;tuAwlele uLP Mawtn uato Na _ _ t,� - _Jsa fr1NDOT 31 3.2P, crw,m,.0 twsmn r�ur _ atr„ . O t t .. - - -. ''. � �. .' _ KT.' Dr.1il. H441Y iiRSTIPt a(a _ _ 'CnU or �arr9i5' ' - •:�-, -. -. 1 - I • ` _ xa am uaa - avu wev a,m ,ar.�nr sanmme. rtew xx rnlltwcx Tale sr c1uW azaT u. a a n.w 148« MUM VARMAW -Art 594 4* O 15• tIM Sl=; S ARE PER MGDEL;#CG23 C "�`c'` —The- bettnrn Of the tench shall ae -- ... _........_. _ - ...- j NOTE; eKjcxw a shaped to fit the pipe oarrel !art 0' lecst 50%or the outside. diameter BKBM Project No. 08150 see Silt fence per MNDOT Y 4' Diak12 fin t _.. rs `� �_„,, specifications, sou -co 200, AREA INLETwTH Drawn By ETL 1 CJT AN SHAD > �x'nTE / "Die ,Denote outside 0-#We*wsw machine sliced woven r� t !'d 5PRf,NG LiNr, / c K JitN'tesi=.r °' P+Re .,� w'aAPA6Yrwr mOT,OfJlpmt�nt, 36 wide foateried to steel T-Pasts f t Checked BY JM {� I with 3(iip t ten strength — plastic zip tips pe- Iva ¢' mlin'^+a^ >.l Date 03/14/2008 L T-Pose.(rnochine sliced) ,- when ex:afrg 4nil _cnditi0ns r:re not acr_-ej:,_able For aackf.11 ond,/art campnctiart 4' In D e aye :one, pipe bcddinq and hac<til" -tall he used as ohown noove. REVISIONS a, I 2. A sails engil wail be ret)•r;rel{ Fu ueterrnine the depth cf the pipe RENFCRCING c•"" 1�" f:,undctinr embedment Tnatorlo! it needed_ Pip foundc'tian mntWlnl shall 1 RUNOhT t 3/2e% a CITY SUBMITTAL be yccor-denc'e with F.lN17L7T 3149.2'-I r-aurae filtc• agc:rcgnta. r xrlr.Aorsawc.. NOTE: FILTERED WATER Clean filter media after each rain event and replace if 'titer is clogged with Remove debris/sediment from receptocle after each rein event. SECTION AA CIVIL DETAILS AND NOTES CITY OF STANDARD C I �Y OF w CATCH I J3As NOFF ig MINI --TEE SECTION CITY OF PIPE BEDDING CS ���S S :SEDIMENT TRAP Cif FRS B LT ROAR RI ,. MANHOLE nLTtr<ARrzic ,�, ICI POOR SOILS ROUSED: OAI E: I'LA L RV._ 'v DATE: PUTS ND.. ItEW9Ebt-ae PATE: i Pl NO.: 1-0¢ 5302A —01 530? T -x_: NAtdt: VJ9 2�L:! �_� ���� FL'JI!i-rY 1_g BATE: PL1'[< ND.: A 2-97 2201 ftie.rw�te; _.I........._.._ ....... Fit Maur, 393_MD1 6 MINI —TEE MANHOLE 4 TYPICAL PIPE BEDDING POOR SOILS 2 INLETS SEDIMENTATION PROTECTION OPTIONS C5.0 N A N 5.050 rC5, V:\08150\Drawings\Civil\08150.C5.0.DETAILS.dwg, 3/28/2008 12:34:47 PM FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com Vnriabla • 1/2 "EXPANSION JOINT W/ 5' min. �'"4•. G R FULL DEPTH JOINT FILLER. _xused A r sppate ?err Manhole Carting and Adpusttnq 60' O.C. IIr_... ..j / Surface. f7 N"at Fpoxyp NOTE: -� 41J i Glue Aggrardcte. L 7cte Shsar: IJ, p � Ring {See %foie ?_110) °'3000 °"Or��°" � _ .. �1... � 3/8" WIDE x 1 3/8" / o'�oco oL°,0 0, \, '0s i� S _ DEEP TOOLED JOINT / oo°c °o c \ Da'Y F 6 � _ i=rorids 7Att Barrier an ai' sani#a-y °_a r -° �, c3 T--__._ .. � � sewe" manhole see plate 2.031 /(Tysp.) - ,+ uno° I o'ur ur, ry H r �/�• �`\ - CONCRETE SHALL BE FIBER REINFORCED / a ° • o a o o _ T o' a ifi o 0 0 WITH 1-9 2" LONG POLYPROPYLENE / o°caa DaOCO° '-G jJJ 1, ,, �� / FIBRILLATED FIBER AS MANUFACTURED BY !- ;y�ooaco o�a`caa - , ���II�i�II-; r I �f FORTA CORP. t - ate° o ° o oY` ace o. Gust ` iv Manhole steps, Nconal R1981J I I 8 �a v m 3 n 1 0': ec i°r a` F oar or AI4m'num. 1a"' on center. , �, stops Shall f,n oCwlslrea^ 4" CONCRETE WALK-�a�i�l _ ��{_ I CARVER COUNTY I f •r n I m.n. x �. Side U:ltcss , n_ Diama:a Is �`! , j-I- L/1sU 4 u 1$ or Lager �l �% 6" GRANULAR BASE h1CfiE 3 REFER TO SPECIFICATIONS Max. sloe 10-1- I L Opliar r,o be T e ` + p 1 Less liar oicewcr5 f . - -All joints in manh0 a to have / �.y r_ . . "�• r +� Tr 1 of ,, � ., ^ing rLLv'K goskc•_. r! Cur': / Trel1 Vv7dth, A Maximum of 2 Short Mce'thalc /\/� /\/�- /\/� / " LrJ �` �' Ca.utL.�tt u:rs:ing I ����\ / \ 6 i rrld gore. N++..n-rh 4'-.0" i Ri,err. to he Lsed Drr•ntly T t Cfeiaw Carle Seatian /XX� 471� R32RC-I_ or rye:r' G a:e to x 2" belaw SERVICE CENTER 1 /� :/ COMPACTED SUBGRADE ltion each Pi e shdi be cxt# out flush REFER TO SPECIFICATIONS Vgrioble radius aurL .t7x, / cuter Grc9. ,! )° wf F Inside -ace of wall. 5' 4 min. u' /r Side ofsrcatc:-bosfr, Vol iIiIN ._- �.-...._r f ?recast caner^_te ru- � /r a r----' ::•-DPE edjual r:nys•^�\ i 1 ;cp cif Curb SECTION E-B -...- r Varies T P; 5 CONCRETE SIDEWALK CONSTRUCTION TYP. Note All Pedestrian Ramps -4" r`ini1 um of <2', - - - -" .: i yeea9t Inverts Uust be 12 of G5.1 N C l�t na .:one:reLt-- max;--tc s� '�aries C H A N H A S S E N, MN ;<:• / care�tc adju.�mcnt 24" x 36" Pipe Diameter and Benches 1" Par Ft. } / rrorn�t x, r ngs :-1owec with 1 ' ' _ k/.R.MUM S3opcd 2" Toward Lhe invert or Fatter to 1,:%' bee of marta- '- o - 11 Mlrimum thickness of precast base is t :,c.w .rn an^h Met N) J , out 6" for 14-' dcop or lose, and tncrccus;3 1" h thirkr,'�a fn� erh:r3` 4' of depth ^� -� F- b' t.`.f'c canCrr.-t! .^.allay l,l •1de 't greaser than 1 to --l� c:i the col de. /' / -- . 6• 6" Concrete C-au-cd o shall -h 4" Glass 5 Ba3C a ouxd or. both '.hr-- r ^ - r-np IJOTL: SEC I'JI _A-rti, Curb Guitar ` Kpansnn Joint rsidty c,na cu'Sica. SE i 1 JI� 1, Kor-in-seat rrr-nhc4e or e uci considered acts t-ble dternate. TACK COAT PER MN OT 2357 IF REQUIRED ^"T q P r WEARING COURSE PER � ( } �-- � -- 2. All dog houses S11cll be g'DUted On inside and outside. MN/DOT 2360MVWE4 CLASS 5 AGGREGATE (100i CRUSHED), N' "ES: .. 'When the manhole or catch basin structure is corst-ucted NOTES; Steps shall be p:omdec :"I all cote:'. oasin/rrorho°etc and sto,;n se -war r?anholbill ousfde the :,rovefed roadwaya witless post and sin PER MN/DOT 3138 COMPACTED TO AT M Lieu of the Above Irectment. -.he "on'.ractor ct ilis Option, After Normal Conr ata 2. Castln to be x-al' =_noosed 1n Concrete curb snctior. SITE PLAN REVIEW p 9 NON -WEARING COURSE PER LEAST 100% STANDARD PROCTOR DENSITY. Finishing, May Embed A. , re cte, Meetin, the Requirements of Spec. 3137 CA--70 3. No black strur"tla-esl:: 2008 / R shall be installed text to the rfa hale. MN/DOT 2360 MVNW3 9 y 3- y 3 a P ti i.tteJ d MARCH 14 L 0 0 V Notified to T007 et the Materiel 1/2" to S/8 in Size, in the Green r'oncrete. the ,. No woad shims are per:nal,9 to 1t•c cdjaulc g •:nya- r 1-1/2" Embedded A39ragate Shull Protrude at Leacl 3/13' Above the Concrete Surface. The �_V a 1-1/2" Exposed Aggregate may be Lightly Rinsed to i'lash Mortar off at t. •u•a •, T12 IN. . • •" a CITY OF I �. ITY 0 \. c- +r CI'T 'I` F STANDARD (.' - _ _ EI D('�ESTRIIAN �� �/�,�1J � _. -''wER J I.'^SNL1,11~l GRANUOLARtSUBGRADE (PER SPEC} �IIIIIIIIIII MIN.�ti'������ vlJf-'�D �,'`1�� ,s..1: •z! IvrL1�1.i1'I ri,'LI,••J�N ' 44 C ASSS 1 M A N H 0LE - - - - = CHAXSASSEW -1 r� j\�,\\%/\\X/\�j\Xj\�\ /\\ RcAS=J:1-3a1-IIJ4 IJA:_: PLr-E hn,1 '}I- !s YC+115E@:2-e7r1-�33,1'- 4 DA'E ��� Po.A:F.. Na.: t tJI \ /�/\/\/\/\/\/\ �.\ ` RE.+ISE�:1-00, =..C,3 G,TE: 2- J7 PI ATF N7.: 3.f.� .. Yn \ \ \ \ - 97 52' 5 -- ssso Broad Boulevard /��/\�/��� Fx= NAME:3 s .6zt fiE N; uF: s�+_31 Dt BKBM _ Minneapolis, MN 5542>}2518 'ILE NAN11- 83. 10 i. COMPACTED ECIFI ATI - Phone: (763) 843-0420 REFER TO SPECIFICATIONS ENGINEERS Fax: (783) 843-0421 www.bkbm.com 8 STANDARD MANHOLE 6 BITUMINOUS PAVEMENT 3 PEDESTRIAN CURB RAMP - ADA ACCESSIBLE 1 24" x 36" PRECAST CATCH BASIN C:, ?008 HKHM Engineers, Inc. C5.1 N0 .1 C5.1 NOT TO SCALE G5.1 all rights reserved, This document Is an instrument of service and is the property of 8K9M Engineers, and may not be used or copied without prior written consent. hereby certify that :his plan, specification, or repot, was prepared by me or under my direct supervision: ❑rod that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name JOE,,L W. MAIER Signature's% License Number 19181 1. Shape of back of cwtress R11TTR: SS DIMFN IONS__ sj4" per t4ac may very m Ian as 'ou'ee -- _„• -- - U 45 0' B Date 3/14/2008 Z4'x36" slab• open'r,g -or Neenah against 4irrn Ltr1d s:u'hCd SIZE 2 i f2' _ _ l EE -- '- ------ BEND E _ , D'me lsion C1 C2,C' shDllc SG D1"0 62 2 8E 9 f " -- �1 i R3290-L cr cauc :8 5 _ „V-S- Ht i ow lar:le enough to make MIN. 2.07" GRNJE_ _.-- - "�'" _ angle o equal to or Io,ger T 3° 1'-5" 11`-5" 2'-1„ 1'_Q• 2 _a• 2 -fir, '. .. _. thnn'. 12" 1'.• 0»r 1,-,O„ 3`-4" 2`-0" 4-9" 2'-3" I I I NCT-: g'CtP St O,An -, e. a n a u x x x I Remove _ `- :,•- � �^: �.T.- _--'! 3. D'mension At,A2,r� shou:d 18 3' Ct2-•C, 3--10 3--0 8-2 3 -9 - . `' -- !• ' Ae a-- _ .. b4. Q� G'-1jC C1S �•03SIble , , r , r, r r, I CrDNR ''' :: %J. yY -5' 2'- '-8' 6-e j J 1, _-1; /--7 4 �.-. wthuut iricrferi r with 2s wnRP Expansion Joint = _ - __ \ 1 ! Expansion Joint < 1 © - .:�.� y-�-`_;�'..:..: .r:'::::::::.. MJbolts. 24" +'-a" s'-t"I6'-10, 0,_10• �,_S» I: �'}�-.sass. .. .. .......... .. :�� 1t� � :.............................. _ _ _____ 3,:" - - •9-.3" 6-0 1T-O.6.•-;J.' fJeerah R32g0-L cast'ng and vP -- �- I 5. P ece polyvthglcna bol,weon / -grate or 329;I. E" x C. Welded . 1/ 2" Conere_e pavement concrete Rr aloe.. -- �i J/ire A!ESl 3" b•, At bend3 a f'ttir.g5 ti.nil _ be restrained w'th Me-'rnhr c r" Clus, S .ease In_Ijenfol fn rprcn '- 0 I tAtrlmun, of % Iroxi'-a1:'n of b---2" :;-` thrust restrcirts or acuol BKBM Project No. 08150 FL A. -- Ti utter _ _ s - See note 4 G" Conc. corer --cuncrete adJuskrner rngs wl.h flail -;--= P gutter t beds of mcitar. �':'-;�", A out F_:.: • SECT CAP.' A -A. e - Saw note 4 1 '� i _. -: - _ �- liracgst ccncrate or '-' ` No Sode Drawn BY ETL HUhE adju flag rirgo. A -flow s. 1 ° - A ~�" � 6" precnvt rein orced co:norete slag. 24' RESICENRAL T � 4`� " - ---`�• 703 of ha-ral settler under too s:cb 2^` IND'JS r� to: novc Sat :op edge under 'o s TR AL,/CDMME?CiAL Checked By )M t ! 2 boars: of Rcmnaic °- :c�1al, - 1 All jofnts i^ manhole to hove - : s -� Right ai Way -- - __ - A 'q.'a ,.•o' A Ya'Ic. 0 r ng nlnhcr gns.a-.•n. 18" Y Date 03/14/2008 LBG1£t Cls':> y Cat_t-��..�� �. 4 tI - B518 guru 3 Gutter 4 -C Precost Concrete sect'on I 1» 11: t\t A /f ` _ u. NOTES: vac ,/ t .,- , w :_ - �¢ / _rtuminous ct PLAN 4s°BENDS REVISIONS Doncouse:. s:1011 be grad led an - :- . - - , .� " ry �? fl � PLAN 90' BENDS 3 14 08 CITY SUBMITTAL both tiro o., tsldc crd fralCc ! o:. >.:. .' o,- qqq e v f -,.v '�� - --rY 3/28/06 CITY SUBMITTAL -_� 7. No bl:>ak strc.e;l+Irts: are cl-oxac• '.-�. 'q'e - ' .e - --�-" v7 ``-mow. }T- Manhsole steps, Nee -oh R1981J or '----^T-_..-..._ ..__.- " vu�ale s - Su ems+ equal, 16' o,c., Alu-n;rurr. slie;;6 #4 REBAR ® O.C.+ 1` df�prrsved. SECTION A -A 3.6" Contraction A 11 Px C Max. SDac+n +r Ex ensign Join! 1 g P YP) 1 C01JCF.ETG 58-IA_L €dtjl�:CW2 _ n 1<=:: a7in;m:lrn slob :hie;<ne ,s, 9" fo• 14 'Jrilay '%t;or 0 8' IN CONTACT 'A1TH --de--Inch. Inrrn^..^,r. thi krnaa 1° f ' 'iNIS QUADRAN- Aeach 4' if depth greatte- than i NOTES: �N OF PIPEand raei:Crca wth @`ry 14/10 Imesh• 1. 1/2" Preformed 'pint filler material - AASHTO M213. Ha Srnle^2. No Contraction Joints in Cross Gutter. ' CIVIL DETAILS .,rout bottznT o` mcr•1o•e to 112.. 1. Refnfa•ce Vdlev Gutter and Triangular Secticns with 6' x 6" 1J6 Melded Wre. Mesh. rTl.LxrNr, n+ar-RAl. SEC .T.ION. dfarrlutur at pi�0 wid c sou 2, t":n' ,ie.tnn Inhrt final: be 1/.3 the Repth of S1nh tINGSiURBEO F•Aitti� ,r:d+l ;" t,:w„r:� Inw!"I wNC,R=TC AND NOTES 3. Bab rrlata.+s P:ivfr,rJ Ser,tion to the ziyht-ni-"'/nyr is the Some as yE+ RCN A -A PLAN 27 112, HrNDS CONCRETE Stress !'acing Seat'an. " CITY OF VALLEY CITY OF CITY F CATCH I �A�aIN CHA�t�A SEA r ;- t CONCRETE CITY OF CONCRETE CHANHAS+SHH ' V ,A `� � 0 L E GUTTER C HANHASSEN DRIVEWAY APRON CWHAS321 THRUST REVISED:2-99 DATE: 2-97 PLATE NO: 5206 RG+Ia'::J;1-00, 1-03 OAY3': PLATE h'0.; r, L XW%LD-:.-UV . 2-ot DATE: /y rLATE NU-: rr•�ry .xi '�-Cf{� .7 f�j J FILE WME: 3333_5206 2-97 G, 207 REVI'aEO: AA7 ���� PL•\:E 40.n '��06 F' N,i61L 3S 1' FIIF N=F-393-5A7 WrME: 393_1002 9 CATCH BASIN MANHOLE 7 VALLEY GUTTER DETAIL 4 CONCRETE DRIVE ENTRANCE 2 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS L5, G 5.1 NOT TO SCALE C 5. JJ NOT TO SCALE ,1 G 5.1 NOT TO SCALE V:\08150\Drawings\Civil\08150.CS.O.DETAILS.dwg, 3/28/2008 12:34:16 PM 6' ) , 675 --_- ._-..._..Mh _-__.------- INV x 960.28 IA x 96✓,55 ' x y.. x 958. 7 4 E u " x 95103, ' 1. \ \\ / x 95012 f t� "✓� % tn•, "' x 952.48 \\ \ \ �Ce'• x °49.67? q' � 5.3.3.3 "s '`, PP r/ x 951.16 x -933 -9; wo x x _7.51.20 r ; ,452,114 RiM=949.95 III lNV. =946.15 I r '9 \. 4 ------J - t.. r`c...._ST --- sr ----- , 1 EXISTING CONDITIONS C6.0 1 =20 EXISTING DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 10-YEAR 100-YEAR 1 0.00 0.89 0.89 t 2.65 4,87 2 0.00 0.08 0.08 0,23 0.42 TOTAL 0.00 0.97 0.97 2.88 5.29 VICINITY MAP V:\08150\Drawings\Civil\08150.C6.0.SWPPP.dwg, 3/28/2008 2:31:28 PM CB R;M=954.59 INV. =950, 5,9 F,r.153 i� ��f I , y52.114 EX.fCB / ~ i I I 1 #6 /15 1 1� �; . I ; ; '/1 ° r ,. CB R!M=960;25 INV. -956175 9611. 960.56 eE-- _ \y X .:`gyp ✓ti...il �� % =a SB-f No Budd -menty�-' T1?t? 04, and 7 5 -4 & PROPOSEIV:$UILDING`, FFE 954.75\�'\ X " j > , LFE 9-43,.42 `\ t •` 11 ,sr t 4• , Sf-� Y n. rjd CB Rtif=949.95 hVV, =946. 15 STORMWATER RUNOFF SUMMARY 2-YR STORM (2.75") RUNOFF (CFS) 10-YR STORM (4.20") RUNOFF (CFS) 100-YR STORM (5.95") RUNOFF (CFS) EXISTING SITE 1.14 2.88 5.29 PROPOSED SITE 2.93 5.05 7.64 2 PROPOSED CONDITIONS C6.0 1 =20 X T_5P, PROPOSED DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.75") 10-YEAR 1 (4.20") 100-YEAR (5.95") 1 - 0.40 0.12 0.52 1.77 2.94 4,34 2 0.13 0.00 0.13 0.52 0.80 1.14 3 0.04 0.10 0.14 0.26 0.55 0.92 4 0.06 0.12 0.18 0.38 0.76 1.24 TOTAL 0.63 0.34 0.97 2.93 5.05 7.64 INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, DRAINAGE EROSION CONTROL PLAN AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTOR'S VEHICLE. NOTE: THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN OWNERS SIGNATURE, PAY FEE, AND SEND IN THE NPDES PERMIT APPLICATION. PROJECT NARRATIVE THE 0.97 ACRE PARCEL SITE IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF PICHA DRIVE AND KERBER BOULEVARD IN CHANHASSEN. THE EXISTING AREA IS PERVIOUS AND DRAINS TO THE SOUTH WEST TOWARDS PICHA DRIVE. APPROXIMATELY 0.08 ACRES OF THE TOTAL PROJECT AREA DRAINS EAST TO KERBER BOULEVARD. BOTH PICHA DRIVE AND KERBER BOULEVARD DRAIN INTO AN EXISTING 33-INCH DIAMETER PIPE. THIS PIPE CONVEYS STORM WATER TO AN EXISTING STORM WATER POND. THE PROPOSED PROJECT WILL INCLUDE THE CONSTRUCTION OF A SERVICE CENTER BUILDING, PARKING LOT FOR THE BUILDING, AND SIDEWALK ALONG THE EAST, WEST, AND NORTH SIDES OF THE PROPOSED BUILDING. THE TOTAL NEW IMPERVIOUS AREA THAT WILL BE ADDED TO THE SITE WILL BE APPROXIMATELY 0.62 ACRES. A MAJORITY OF THE STORM WATER FROM THE SITE WILL BE CAPTURED AND DRAINED INTO THE EXISTING STORM SEWER. TREATMENT FOR THIS STORM WATER RUNOFF HAS ALREADY BEEN ACCOUNTED FOR FROM PREVIOUS PROJECTS IN THE AREA. STORM WATER THAT DRAINS OFF SITE WILL BE COLLECTED VIA EXISTING CATCH BASINS ALONG PICHA DRIVE AND KERBER BOULEVARD AS DESCRIBED ABOVE. 01 m Uj I W Uj Y N8-- RIA,-f-954.59 hVV.=950.59 CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES PROVIDE TEMPORARY PROTECTION OR PERMANENT COVER FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER, CURB AND GUTTER, CATCH BASIN, OR ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE WITHIN THE FOLLOWING TIME FRAME: THE TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED ON: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 21 DAYS DITCHES THAT CONNECT TO A SURFACE WATER MUST BE STABILIZED WITHIN 200-FEET FROM THE EDGE OF PROPERTY OR WITHIN 200-FEET TO ANY SURFACE WATER WITHIN 24-HOURS. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24-HOURS AFTER CONNECTION TO A SURFACE WATER, SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY '.. UPGRADIENT LAND DISTURBING ACTIVLfIES BEGIN. FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com • Aft? c C\ti n -1 �6 � 9�� • -3 � CARVER COUNTY IN1 SERVICE CENTER CHANHASSEN, MN 20' 10' 0 20' 4�( SCALE IN = 20' ABBREVIATIONS BMP Best Management rac ice FFE Finished Floor Elevation LFE Lower Floor Elevation NPDES National Pollutant Discharge Elimination System POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE DISPOSED PROPERLY; COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS WASTE STORED (SECONDARY CONTAINMENT, RESTRICTED ACCESS) AND DISPOSED IN COMPLIANCE WITH MPCA REQUIREMENTS. ,EXTERNAL WASHING OF VEHICLES LIMITED. RUNOFF CONTAINED AND WASTE PROPERLY DISPOSED. NO ENGINE DEGREASING ALLOWED ON SITE, FINAL STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMP'S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: SITE WATER DISCHARGE DUE TO CONSTRUCTION DEWATERING OPERATIONS SHALL BE MONITORED FOR SEDIMENTATION AND TREATED PRIOR TO DISCHARGE TO PUBLIC STORM SEWERS. TREATMENT OF DEWATERING DISCHARGE MAY BE ACCOMPLISHED BY GRAVITY BAG FILTRATION. AGENCY CONTACTS CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT 1591 PARK ROAD CHANHASSEN, MN PHONE: (952) 227-1300 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MN 55155 PHONE: (651) 296-6300 SITE PLAN REVIEW MARCH 141 2008 5930 Brooklyn Bouleverd Minneapolis, MIN 8KB� c Phone: (�) 8843-0420 MI 18 IL m Fax: ('783) S4343421 -- www.bktnrr.Corn CC,) 2008 BKHM Engineers, Inc. All rights reserved. This document is an, instrument of service and is the property of HKBM Engineers, and may not be used or copied without prior written, consent. I hereby certify that :his plon, specification, or repor was prepared by me or under my direct supervision and that I om a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name JOEL W. MAIER Signature License Number 19181 Date 3/14/2008 BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3/14/o8 CITY SUBMITTAL 3/28/08 CITY SUBMITTAL i C6.0 FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL SUITE 801 MINNEAPOLIS, MN • 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—orchitects.com I ELEGTRIGAL 517E PLAN f5 5GALE: o' 20' GENERAL NOTE5: A. CONNECT ALL LI&ff FIXTURES ON THIS SHEET TO PANEL WICATED VIA TIME CLOCK B. INSTALL TYPE 'M' LIGHT FIXTURE ON A TYPE 'A' BASE SEE POLE BASE DETAIL 2Q5. C. INSTALL TYPE W LIGHT FIXTURES ON A TYPE 5' BASE SEE POLE B46E DETAIL ZeS. STUB A I -INCH EMPTY, GAPPED COIUUIT WITH PULL 5TMNS 150 BELOW GRADE FROM ELECTRICAL ROOM OUT TO fV RE 516NASE LOCATION. LABEL GONDIIIT. 2. STUB A I -INCH EMPTY, CAPPED CONDUIT 5'-O' OUT BEYOND BULLAN616" BELOW 64ZAM FROM ELECTRICAL ROOM FOR FUTURE PARKINS LOT LOON&. LABEL CONDUIT. 5. LOCATION OF PAD MOUNTW UTILITY TRAMFORI.6t . REFER TO FEEPEIR RISER 0IA6RAH IA=4J FOR ADDITIONAL INFORMATION. 4. LOCATION OF EIILDINS MOIMTEO CT CABINET AND METER TO FEEDER RISER DIAGRAM UE4.1 FOR ADDITIONAL INFORMATION. 360 H16H TYPE 'A' �� IT 40 H16H TYPE 5' I v 2'-0' MIN. 6+•O' MIN. I'1110 An Dior ANCHOR BOLT SPAGINS DE EMNED BY POLE MANFACTU EIZ III 4#4 N 4>t4 v>3Nr. ws• cause 0 v t 64 TIES AT 16' OL. THROU6H DEPTH OF BASE Q ANG+iOR BOLTS F.B.O. �Im ff�"m N 2 POLE BA5E DETAIL ES 5GALE: m O' NO SCALE TAXPAYER CARVER SERVICE COUNTY CENTER CHANHASSEN, MINNESOTA ELECTRICAL SITE PLAN oore Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Roseville, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 79676 A I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY NE OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: D. LANE HERSEY SIGNATURE DATE UC. ND_ 12419 79676 COMM. NO. 04-15-08 J. SROGA DRAWN S. SCHROEDER CHECKED REVISIONS FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—archltects.com I ELEGTRIGAL 51TE PHOTOMETRIG 5GALE: Om I ��G N •ARcy o � m �d Y Yoe - v CARVER SERVICE COUNTY CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 s Dore Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Roseville, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 79676 I HEREBY CERTIFY THAT THIS PLAN, SPECIFlCATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: Q. ANIE/H�i/MEY SIGNATURE kAl't- ' "�f�tp DATE 03-28-08 UC. Na 12418 DATE J. SROGA DRAWN S. SCNROEDER CHECKED REVISIONS 0 TAXFA'rEFR GEFRV CE CHANHASSEN/ MINNE5OfiA OWNER Carver County 600 East Fourth Street Chaska, MN 55318 Phone: 952 361 1501 ARCHITECT Bentz/Thompson/Rietow, Inc. 801 Nicolett Mall, Suite 801 Minneapolis, MN 55402 Phone: 612-332-1234 CIVIL ENGINEER BKBM Engineers 5930 Brooklyn Blvd Brooklyn Center, MN 55429 Phone: 763-843-0420 SITE INFOFR_I'1ATICN LANDSCAPE ARCHITECT James R. Hill Inc. Planning -Engineering -Surveying 2500 West County Road 42 Burnsville, MN. 55337 Phone: 952-890-6044 MECHANICAL AND ELECTRICAL ENGINEERS Gausman & Moore 700 Rosedale Towers 1700 West Highway 36 Roseville, MN 55113 Phone: 651-639-9606 ZONING = PUD 4 NC-1 PARCEL 51ZE = .91 ACRES 42,145 5F IMPERVIOUS 5URFAGE COVERAGE = 50% IMPERVIOUS SURFACE COVERAGE = 64% (WITH FUTURE PARKING) PARKING COVERAGE = 3(0% PARKING COVERAGE = 42% (WITH FUTURE PARKING) 5A5EMENT = 3,300 / 500 65F = 1 PARKING 5PACE5 FIRST FLOOR = 5,681 / 500 G5F = 11 PARKING 5PACE5 SECOND FLOOR = 2,512 / 200 NSF = 13 PARKING SPACES TOTAL REQUIRED PARKING 5PACE5 = 31 PARKING 5PACE5 36 PARKING SPOTS PROVIDED - TWO HANDICAPPED 8 FUTURE PARKING 5POT5 I=0 � �./ TYPE 5 OCCUPANCY GON5TRUCTION TYPE - V 5 FULLY SPRINKLED TWO STORIES + 1/2 BASEMENT SERVICE CENTER OCCUPANCY = 40 30'-&II HIGH 2 EXITS BASEMENT 3,300 GRO55 5F FIRST FLOOR 5,&88 GRO55 5F SECOND FLOOR 4212 GROSS 5F 2,512 NET USABLE 5F TOTAL 13,260 GRO55 5F SITE PLAN SCALE Vz 20'-0° ■ I I I i VfRj�E-THRU SIG� canopy I I BAN LANpSCAPE AREA t MODULAR BLOCKIe''E 11+NG FALL — — — <_= ONE WAY �' curb & gut CUSTOMER PARKING 24 SPACE5 MODULAR BLOCK RETAINING WALL \ti0 curb cu PROPERTY LINE ' a /ENTRY ONE WAYo FROM 15TREE IN E E E 0 E IIIIII■■■■ I1I7■■■ o® °LI■■■G7 DI\ l■■ C■i7 - - - 1 Q �ti. TRANSFOR IER — — — Ris, — — — — — — — — — — ONE WAY z 5 r\ 1ouuTAAAeLE cu�B 0 n � TT` RIZED\VEHICL ti PARKI s ONI_ SIGN = TY LINE e'-6" STOP'/ 'DO NOT ENTER' S(GN5 11 TYR 1/ e dge of bit �- CONCRETE APRON FICH74 table curb & gutter DRIVE s First floor building eIev.=956,50 exist, CONCRETE APRON N— L� U AY— FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 0 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—architects.com �`GN.gRc�i 4 o r,, n Zd Cry N CARVER COUNTY SERVICE CENTER CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED MAR 1 4 2008 CHANHASSEN PLANNING DEPT PRINTED MAR 14 Z008 JAMES R. HILL INC. SITE PLAN SITE PLAN REVIEW MARCH 149 2008 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME ANN VODA SIGNATURE V✓w�� --` REG. NO. - I5699 DATE 1 COMM. NO. DRAWN CHECKED REVISIONS CARVER COUNTY SERVICE CENTER FIRST FLOOR PLAN I/O =I'-m BASEMENT PLAN O SECOND FLOOR PLAN cm O FREDERICK BENTZ / MILD THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—orchitects.com CARVER COUNTY SERVICE CENTER CHANHASSEN, MN FLOOR PLANS SITE PLAN REVIEW MARCH 149 2008 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME ANN VODA SIGNATURE d*,W vrl- REG. NO. DATE UL 1560A COMM. NO. DATE DRAWN CHECKED REVISIONS PREFINISHED METAL COPING FACE BRICK ALUMINUM CURTAIN WALL SYSTEM W/ I" INSULATING GLASS STUCCO SPANDREL GLASS ALUMINUM WINDOWS W/ CAST STONE SILLS I IR` I I I I I I I I I I ---- J -- -- _ -I L LL -1 L— J S--L----------I---�-----------� NORTH ELEVATION PREFINISHED METAL COMING FACE BRICK ALUMINUM CURTAIN WALL SYSTEM W/ I" INSULATING GLASS �-- ��I� -I= STUCCO METAL CANOPY ALUMINUM SUN I r — T — I SCREENS I I �� I I I I ALUMINUM I K I WINDOWS W/ CAST I I I STONE SILLS Ail' I I - - - - - - - - - - - - - - - - - - METAL LOUVER SCREEN AND GATE i � � r _ IJ _ L (-_------- PREFINISHED J � — — — — — — METAL J� LOUVER �� - I F- �LT SOUTH ELEVATION PREFINISHED METAL LOUVER PREFINISHED METAL COPING FACE BRICK ALUMINUM CURTAIN WALL SYSTEM W/ I" INSULATING GLASS STUCCO SPANDREL GLASS ALUMINUM SUN SCREENS ALUMINUM WINDOWS W/ CAST STONE SILLS PREFINISHED METAL PRE METAI FAC CURT SYE IN Al -Ur METAL SPANDRE WINDOU� STC FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-orchitects.corn Qj oCHOm n IJMV ] JCINI EAST ELEVATION L-I -- - - - - - - - - - - ---------J .,,,. ', I. WEST ELEVATION 11,31110743 CARVER SERVICE COUNTY CENTER J_CHANHASSEN, MN ELEVATIONS SITE PLAN REVIEW MARCH 14, 2008 I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME ANN VODA SIGNATURE (/✓wV REG. NO, DATE ato II COMM. NO. DRAWN CHECKED REVISIONS 40 96.125 ■ ■ 963.34 Cert i i ca e 964.91 964.16 exist. building ► r "P 964 Bonk ' 282 rn 11 962 o1°jCb 8� 64.J1 canopy 964.25 �Oh ■ 1.72 _ M. 964/ 1.60V0� .. A59 98�66 y6254 0 o ra is A,44 -sro r ::'. 7 9e1s2 5.1 .=945.2 ,%BB _• S 961 \ WIN .-953.43 ° 6T 6J6 96 96J.74 '�i •' r- 8 of n •�' cur cut c\ 8 P m � t � B612 curb & utter � � esSurvey �\ MH-SAN S8574'11 E' 217� -STORM 9627J \ RIM=959.27 �x`r /RO =956.76 \ \ INV.=94Z95 a 6 ' 96 C \ C. J Stoop shrubs `.•a..: 95d64"U 95476 RIM- 0.25 6 +� h 961 961.49 C \ 958.1 INV.=9 .75 J 967 . 960..28 95� .96Q56 U p / 96R 960.34 L \ , I 957.6 966 \ v conc. pad N C _\ w/transformer 957 N p C/ .956. pr J\ \ a I ^ N g5 R M= 959 82 65 N yh 1N V.=948.72 SB-6 sSe.eJ t6 s 0 N SB-2 S \ o ' 9 .95an No Build Agreement 'D rw 9 AREA = 42,145.63 SF (0.97 ACRES) I \ oc. Num h / `lv 2 T11551 084, 1G l .9e, and T75496 a 957.49 / � a 85J.77 r j . 954. -49 E I J- `i�) 954. 53 -951 ee - C� LEGEND -950.53 S8-5B ,ouj `O r� 7 \ \^ a. 9 • 950. 2 ,p 956.15 A) J o �i Sr denotes storm sewer fine 95 . s5z4s . 951J3 `� G �\ ss denotes sanitary sewer line "e�'99sr.1e 1 X denotes gate valve \ 957.75 7.67 . 949 70 s � - cB � �••� '� , � � denotes hydrant conc. 1 =940' s � StoopDN denotes existing contour 57.66 V.=940 8 6 95504 x 10aA denotes existing spot elevation \ ..• ' 27 CB m denotes telephone box .,....•' .° _ .,,. 95a Ben ma kr R/M=95459 TI TO = 50.59 Nut CB denotes cable obox .:•....: ••.. ,�. 10" TO 8 .° sr R1M=954.49 denotes light pole ,,•• y4 v19 yen sr /NV.=957.79 :: •a,. , , ,. '� 0. ,� sr o � O denotes power pole ", "r•' .95r.z0 .951.11 .951.40 sr Br 0 "�+ '9sxs7; •, ..+ i 0 k Dry Q denotes tree • :• _ 7•..: :.: •1, ` 14 CB � S895 20"W 181.20 97 . b'�y10� k ry� �� E- denotes guy wire i.' 'y..... = 4§'95 it +tr v+. denotes concrete ° ,'_r •' : .'. V.=946. 15 614 5212 94 9f' d� P1C A D IVE TREE LEGEND r" : .:...'; ; � •.., : O MN-SAN •t' '' ''' �t ' !� 0 �M=950.3 surmounts /e curb &gutter R!M=955.37 P denotes Pine .. .,� .;, ti INV.=947.73 Z Stoop .'. E INVl=9 4993.48 • 61 I 957.1s S denotes Spruce 5,1.15 950,g4 9 p5{_50 M denotes Maple 951.7J g54 95ae2 51.20 °� 19 A denotes Ash S 95 0, , s 51 CB J, RIM=950.28 955 51.61 / \ a fNV=945.68 ,� 95 B546J 8557{ L l l '9`? i952 5 24 955.66 \ �i �ry T5 first floor 60 4+ 5of bit efev.=956.50 `J s exist. building \ CB RIM=950.70 INV=936.35 rr 5222 Vl "-z \ PROPERTY DESCR/P71ON Lot 2, Block 4 BURDICK PARK ADD/170N, Caner County, Minnesota, according to the recorded plat thereof. Requested By: Revised: I hereby certify that this survey, Web Site: • denotes iron monument found plan, or report was prepared by me Certificate do Topographic Survey on or under my direct supervision and www.ottoassociates.com O denotes iron pipe set orra14J43 that I am a duly Licensed Land and marked as shown: OTT oosz Lot $ Block 3, BURDICK PARK ADD/770N, Carver County Su veyor under the Minnesota. laws of the 9 West Division St. Date: Drawn By: Scale: Checked By: TTO Buffalo NN 55313 Ph: (763)682�{727 esva. denotes soil boring (by others) Carver County, Minnesota SSOCIATES 0 denotes percolation test hole 11/26/07 M.L.H. lotyy-�� = 30� P.E.O.r�.E.O. Paul E. Otto Fax.(763)68Z"35Z2 1-07-0432 (by others) p Date: License it 4006z Engineers and Land Surveyors, Inc. FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com W � o r1, CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 Drawn By Checked By Date REVISIONS 3 14 OS CRY SUBMITTAL TOPOGRAPHIC SURVEY V:\08150\Drawings\Civil\08150.C1.O.TOPO.dwg, 3/13/2008 3:58:14 PM C1.0 GRADING HOLD DOWN TABLE PROPOSED BUILDING PAD 4" CONCRETE FLOOR SLAB (REFER TO STRUCTURAL) 6" GRANULAR SAND CUSHION BITUMINOUS PAVEMENT 1.5" BITUMINOUS WEAR COURSE 1.5" BITUMINOUS NON -WEAR COURSE 6" MN/DOT 3138 CLASS 5 AGG. BASE 12" MN/DOT 3149.213 SELECT GRANULAR SUBGRADE CONCRETE SIDEWALK AND PATIO 4' CONCRETE SLAB 6" GRANULAR SAND CUSHION kV`nNM0 11STT ' M I V 8 ' ► 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. 1❑ INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 3/C5.0. �2 INSTALL SILT FENCE. REFER TO DETAIL 1/C5.0. ❑3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C5.0. ® INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. ARCHITECTURAL CHECK WALL, REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS © RAIN GARDEN/INFILTRATION AREA, REFER TO LANDSCAPE PLANS FOR MORE DETAILS. 0 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - SILTATION FENCE X X PROPERTY LINE - - SAWCUT LINE (APPROX.) - - - - - - - - PROPOSED CONTOUR 95 SPOT ELEVATION 8.6 STORM SEWER DRAIN TILE �E-F CATCH BASIN MANHOLE ROCK CONSTRUCTION ENTRANCE EROSION CONTROL / BLANKET (TEMPORARY) DRAINAGE FLOW ARROW RETAINING WALL RETAINING WALL TW:59.0 SPOT ELEVATION BW:59.0 SOIL BORING SB-6 [APPROXIMATE DISTURBED EA IS 1.08 ACRES 191 20' 10' 0 20' 40' SCALE in = 20' ABBREVIATIONS BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONC Concrete ELEV Elevation EX Existing FIFE Finished Floor Elevation INV Invert LFE Lower Floor Elevation MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-crchitects.com •ARcy fT1 GRADING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 2. THE BACKGROUND INFORMATION WAS PREPARED BY OTTO ASSOCIATES. CONTACT PAUL E. OTTO AT (763) 682-4727. 3. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 4. PROTECT ALL EXISTING STRUCTURES AND UTIUTIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 6. ALL SPOT ELEVATIONS SHOWN AS 58.68, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 958.58. 7. NO SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. B. HANDICAP PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2R. 9. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 10. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 11. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE C17Y AND WATERSHED WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBUC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 12. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROK. THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 13. ALL TOPSOIL SHALL BE STRIPPED AND SALVAGED FOR RE -SPREADING ON THE SITE. SIX INCHES OF TOPSOIL - AFTER COMPACTION- SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THiRE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. 14. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL. FOR SITE LROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY DAMAGE TO ,ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 15. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND DISC -MULCHED. 16. WINTER MULCHING: A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION, MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAUUC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC -ANCHORING. 17. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHAL FOR THE EXACT PLACEMENT OF FIRE LANES, YELLOW -PAINTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. 18. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 -o_ 5930 Brooklyn Boulevard lis, MN 55429- BKBM PhoneMinne�63) 843-0420 2518 ENGINEERS = Fax: (763) 843-0421 www.bkbm.com © 2008 BKBM Engineers, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEER AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED ONLY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF CONSTRUCTION. B. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCI"ION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS: A ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN BOX COVERAGE. B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110 (OATS), OR 100 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE .A SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 190 AT A RATE OF 60 POUNDS PER ACRE. D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60-DAY GROWING PERIOD. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 250 AT A RATE OF 70 POUNDS PER ACRE F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 260 (COMMERCIAL TURF GRASS) AT A RATE OF 100 POUNDS PER ACRE. G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH WINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE AREA TRIBUTARY TO THE CATCH BASIN 15 RESTORED. 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH MN/DOT 3885 CATEGORY 2 STRAW EROSION CONTROL BLANKETS OR STAKED SOD. 14. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 15. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AS DIRECTED BY THE CITY AND/OR WATERSHED. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name JOEL W. MMAIER Signature License Number 19181 Date 3/14/2008 BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3 14 O8 CRY SUBMITTAL GRADING, DRAINAGE, AND EROSION CONTROL PLAN C2.0 LANDSCAPING 6" MINIMUM TOPSOIL V:\08150\Drawings\Civil\08150.C2.0.GRAD.dwg, 3/13/2008 3:58:50 PM MH-SAN -..-- _ _ 3. 3 R/M-959.27 W INV.-947.95 cone Stoop 1 II i i i ! I ! 1 _ I 1 i II i I� cone- pad - II w/transformer 1 13 II 1 I � I I exist. building Target li ✓ i, I I 1 � I , II I ti I 1 II I 1 I I l � / 1 C13 A05' X, I I t2 13 II �!I I I I 1 / y 1 I I 1 ! i t Ir 1 II Goner Stoop I ❑ i ! I CB II I ' In ' INV.=940.18 , . :. - Benchmark: • .. . ' e... ',• ..° �. Top Nut Hyd. ° *� Elev.=953.94 o :, (N.G.V.D. 1929) eon ° CB �! RIM=950.98 •.:, i°', .. .;..° INV.=940.38 "'► .. 'N ° i a • ` •� . �' CB • + 4. s: RIM=950.33 N&W INV.=939.48 E INV=944.93 D / CB RIMV. IAINV.60.25 ,956.75 CB RIM=949.95 INV.=946. 15 PROPOSED BTU' ILDING FFE 95 .75 LFE 943.42 l I.�,O" L hg;regate Base �;. PA nOCT scb__l :_: ranula- borrow O ✓ 1. rrJr53 =::er !1gq.'!gah] 2 0 - A+nDaT 3140,211 o �y 12" d-cp u <U li dfrAl �'- C;ny S iIn-•grcde 4" perforoter. pipe Nolnh .I:iv geotextte v,-ap (3i33, Type 1) tot:)Po �)lacarnc^L -'crforctod PVC, or Dual Atoll sn oat'i irte-ior n•n,gatcd PE pipe. 211 F IF'_ DCTAIL 1. Clearouts requl•r.- at owdln:� -.Ar.R or as e'oye. -ei FAn❑g. 2. Swin Lee Lc br. sh::.vn :xt as bui*s forall cnd-u4 p9int: Lu all d'alpcle. J. Openir gq in Gwoctuo to, drokltlle :o be-abnoated or roro drilled. 4. This deia-I :o be aced rre- 2 c, inorc o= sxiW-rg soil sub cac is recessary. J CITY 0- - CHANHASSEN �_NILU:-'DC,-'01, f-G4 . ITr. 2 -s7 ,Lc K"_393 5232 6' Con--.a"eurJ tal.::r 4" `iJH-SERF ACE DP,A'NTILE r-hTE rl0_ NCH SANITARY FBI CB #2 I.�,O" L hg;regate Base �;. PA nOCT scb__l :_: ranula- borrow O ✓ 1. rrJr53 =::er !1gq.'!gah] 2 0 - A+nDaT 3140,211 o �y 12" d-cp u <U li dfrAl �'- C;ny S iIn-•grcde 4" perforoter. pipe Nolnh .I:iv geotextte v,-ap (3i33, Type 1) tot:)Po �)lacarnc^L -'crforctod PVC, or Dual Atoll sn oat'i irte-ior n•n,gatcd PE pipe. 211 F IF'_ DCTAIL 1. Clearouts requl•r.- at owdln:� -.Ar.R or as e'oye. -ei FAn❑g. 2. Swin Lee Lc br. sh::.vn :xt as bui*s forall cnd-u4 p9int: Lu all d'alpcle. J. Openir gq in Gwoctuo to, drokltlle :o be-abnoated or roro drilled. 4. This deia-I :o be aced rre- 2 c, inorc o= sxiW-rg soil sub cac is recessary. J CITY 0- - CHANHASSEN �_NILU:-'DC,-'01, f-G4 . ITr. 2 -s7 ,Lc K"_393 5232 6' Con--.a"eurJ tal.::r 4" `iJH-SERF ACE DP,A'NTILE r-hTE rl0_ NCH SANITARY FBI CB #2 r♦ ! I �\ II - i \ A CT-^T VV All 1+MH #1 ST- 11 ST / PICHA DRIVE 1 UTILITY PLAN C3.0 1 =20 1 1 I 1 f 1 1 1 I 1 1 i' Fh.1ia9-� PLAN v 6' Cane. eo:ier -I 4� Varies :5. 4, 0» 'ryP h! .26 76 / �r r/ r i' 1 -MH-SA RIM=959.82 INV.=948.72 I I I -- CB I RIM=954.49 T ST `\ INV.=951. 19 ce D_ RIM=954.59 y ~' INV.=950.59 r MH-SAN RIM=955.37 INV.=947.73 25"x36" slcb cpenfns for Nccnah i237.E�-I. cr elp,ul NOTF: I. i,: atr ifinw:t _Naench RZ7296 cast jig and grate' or, egaol. A•!ini-r irn of 2 m.uximun of 5 concrete ❑d"u�.msid rin3:: Wij. S11 beds or nnc-ter. - _ Prr-ccst=cncrctc cr -+ HDPE vdjustin3 ri:rgs- -'_- U, P*acmt roirfoiveid roru.rele .Hfar. •'"+.._ 7Ap r:f h:YfA Re^liohi hpfrnv ir)f' `duff `n 10"r firt top e,ra sejed with 2 becds of Rcrrnek-ar equal. .111 oirt; it mcnhcle to have "O"•ring -ubher ro=_Nets. - - ^-•• P•C CaS] eaner?tC 5^JC7i aY --Mat.)ole steps. Neenah R'951J or 1n, p, r,., 01i',:mioum $teas ' aapf4JCd. - �xha�scs sf-a hr. -,,,%tad or both .!� the autaide cnd iaside. No black :tructares are clawed. F Miri-r�r eab 6" for 11' deo.r, lnc ease th:ckress I` for 1+1❑h 4' e1 dApth grrnh• thrin 14', and remfolcs w111 o"xE 10/10 rnaaii. SENT df .-.. Nn :'rrii r hdcs C,'IT Y OF CA ^I 1 3AS114 CHANHASSENI�111HHSUM-P FzalS-F.o I-00,1 n_�1 .".4 GATE. FLAT-` 1Q.'10 4 °ILE YnN 3� iC4 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS PROPERTY LINE - - SAWCUT LINE (APPROX.) - - - - - - - - WATER PIPE DRAINTILE ---�--- STORM SEWER SANITARY SEWER RETAINING WALL o0.`70 MANHOLE • CATCH BASIN SANITARY SEWER CLEANOUT • DRAINTILE INVERTi3 ail ELEVATION KEYED NOTES N CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCH Schedule 20' 10' 0 20' 40' SCALE 1" = 20' KEYED NOTES ARE DENOTED BY NO ON PLAN. ❑j STUB 6-INCH DIP COMBINED FIRE AND DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT PIPE SIZE, INVERT ELEVATION, AND LOCATION WITH MECHANICAL CONTRACTOR. CONNECT PROPOSED WATER SERVICE TO EXISTING 6-INCH WATER SERVICE STUB AT APPROXIMATE INVERT ELEVATION OF 950.80. ACTUAL INVERT MAY VARY AND THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO THE START OF CONSTRUCTION. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. STUB 6-INCH SCH 40 PVC SANITARY SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING AT INVERT ELEVATION OF 949.79. COORDINATE EXACT PIPE SIZE, INVERT ELEVATION, AND LOCATION WITH MECHANICAL CONTRACTOR- ® CONNECT PROPOSED SANITARY SERVICE TO EXISTING 6-INCH STUB AT APPROXIMATE INVERT ELEVATION OF 949.00. ACTUAL INVERT MAY VARY AND THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO START OF CONSTRUCTION. INSTALL THE SANITARY SERVICE AT A SLOPE OF 1.0% TO WITHIN 5-FEET OF PROPOSED BUILDING AT INVERT ELEVATION 949.79. COORDINATE EXACT PIPE SIZE, INVERT ELEVATION, AND LOCATION WITH MECHANICAL CONTRACTOR. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. CONSTRUCT NEW MANHOLE OVER EXISTING 33-INCH DIAMETER STORM SEWER PIPE. REFER TO STORM SEWER TABLE FOR INVERTS AND ELEVATIONS. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. © INSTALL Be SCH 40 PVC ROOFORAIN LEAD TO WITHIN 5-FEET OF BUILDING AT INVERT ELEVATION 949.61. �7 INSTALL 6-INCH DIP 45 DEGREE BEND WITH THRUST BLOCK PER DETAIL 2/C5.1. ❑0 INSTALL 6-INCH SDR 35 PVC 45 DEGREE BEND. �g CORE DRILL EXISTING CATCH BASIN TO RECEIVE PROPOSED 12" PVC PIPE. GROUT SEAL AROUND OPENING. SEE STORM SEWER TABLE FOR DETAILS. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 10 INSTALL 6-INCH PVC SANITARY SEWER CLEANOUT. REFER TO DETAIL 2/C3.0. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 11 INSTALL 4-INCH DRAINTILE PER DETAIL 3/C3.0. DRAINTILE SHALL DRAIN INTO BUILDING SUMP. REFER TO MECHANICAL PLANS PRIOR TO CONSTRUCTION FOR EXACT LOCATION AND ELEVATION OF SUMP PIT. 12INSTALL SUMP CATCHBASIN. REFER TO DETAIL 4/C3.0. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 13 INSTALL 4-INCH DRAINTILE INTO LOWPOINT CATCHBASIN. REFER TO DETAIL 5/C3.0. UTILITY NOTES: 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS. 4. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE. 5. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN. 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN. PROVIDE MECHANICAL JOINT iESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHALL BE SDR 35 PVC UNLESS NOTED OTHERWISE. B. STORM SEWER PIPING SHALL BE SDR 35 PVC UNLESS NOTED OTHERWISE. 9. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY: 1. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. STORM SEWER TABLE STRUCTURE STRUCTURE DIMENSION NEENAH TOP INVERT PIPE LENGTH, DIAMETER, SLOPE &NEXT UPSTREAM STRUCTURE IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION E. 948.46 *MH #1 60 R-1642 953.50 W. 948.46 N. 948.80 41 L.F. OF 8" PVC PIPE 0 1.15%, CB #2 S. 949.27 CB 12 48 R-4342 953.20 E. 949.53 8 L.F. OF 8' PVC PIPE 0 1.00%, BUILDING SERVICE N. 949.27 44 L.F. OF 8" PVC PIPE 0 0.60%, CB #3 CB #3 48 R-4342 953.20 S. 949.53 EX. CB #4 EXISTING EXISTING EX. 949.95 S. N. 946.15 946.15 94 L.F. OF 12" PVC PIPE 0 2.12%, CB #5 CB #5 48 R-3290L 952.50 S. N. 948.14 948.14 72 L.F. OF 12" PVC PIPE 00.50%, CB #6 CB 16 24x36 R-3290L 952.50 S. 948.50 FUTURE CB 60 R-3290L 952.16 EX.E- EX W, 944.69 944.69 .EXISTING 33" RCP PIPE * INVERTS TO THE EAST AND WEST FOR THE EXISTING 33-INCH STORM SEWER ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. ALL PIPE LENGTHS ARE ROUNDED TO NEAREST FOOT AND ARE MEASURED FROM CENTER TO CENTER OF STRUCTURE. FILTER FABRIC MN/DOT 3733 N TYPE 1 6" COARSE FILTER AGGREGATE MN/DOT 3149.2H a PERFORATED DRAIN TILE PIPE REFER TO MN/DOT THERMOPLASTIC DRAINTILE PACK PIPE 3245 PROPOSED 6" TOPSOIL GRADE (PERVIOUS AREAS) ___--- CLAY CAP FOUNDATION WALL BACKFILL GRANULAR MATERIAL HAVING LESS `! THAN 40% PASSING THE NO. 40 SIEVE AND LESS THAN 5% PASSING THE NO. 200 SIEVE. ELEVATION VARIES :r FLOOR SLAB FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 554-02 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com C-1`G 'AR 0 m Z� �y 3� CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 5930 Brooklyn Boulevard BKBM Z=Minneapolis, MN 55429-2518 Phone: (763) 843-0420 ENGINEERS = Fax: (763) 843-0421 --- www.bkbm cam © 2008 BKBM Engineers, Inc. MI rights reserved. This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. I hereby certify that this plan, specification, or reportwas 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. Print Name JOEL W. MAIER Signature A♦ 4 License Number 19181 Date 3/14/2008 OSED SURFACE PROVIDE BRASS CLEANOUT CAP OR PLACE A 1'X1' SQUARE STEEL PLATE OVER CLEANOUT TO PROVIDE FOR LOCATION RISER BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 RIEVISIONS 3 14 LIB CITY SUBMITTAL 6' X 6" WYE BRANCH UTILITY PLAN C3.0 V:\08150\Drawings\Civil\08150.C3.0.UTILITY.dwg, 3/13/2008 3:59:21 P.-, Stoop cone. pad- w/transformer exist. building Target conc- •'' Stoop / • • Q b •: 1 ♦ Q yW Q p , conk ° o •• qYAl. �> p. d. -. • > Q •Q exist. building Bonk lcanopy c ° Q i� 1 Ir II ' II 1 3'IL�'��iJ 6.4' 10.4L'_If] I UM IrI 11 i ' 11 26.0 \\\\ I . •'• R14.5' ` 22.6'Ell LLJ R14.5' ' •. ' 14.5' 1 I i r r I 1:;> surmountable curb & gutter 1 1 9 curb cut, �.• -.: Q'C. . �'-B672 curb do gutter e • 141.6' --- - - .3 - ---- --- - - , 1 3 \' 152 5' ❑2 2 0' \ � � 22 7 \\ / 4 . 14.5 .4' 2.9' 18�5' 59 .1' 'I I � �'!• l� 195'Mf 5 .. I. 14.7' / f 4 �� I 21.T R7.0 20.4' 7 1 2-0' .4 .. 15.4' 6 6.6, ❑9 7.0' R ... / �1 • 3 . . B.S.3 •j �C -19.0• f . •' .a..' r �• r ' �'. ` a 8. R7.7 4 .?`.. a +• . ..•0•., R9.8' s �... TYP. o 3. L I 4.2' �g 5-0'- ° TYP- m Fil PROPOSED BUILDING HE 954.75 R9 fol LFE 943.42 j1p F0TURE C \ \ \ \ \ .• IIII II . •7-� -I J/ \\ O O. PICHA DRIVE FULL CURB HEIGHT CONCRETE GUTTER j ••' c I1 � MJ I j w W I TOP OF CONCRETE CURB 3' TAPER SECTION IN GRASS; 10 FEET WITH ADJACENT WALK; UNLESS NOTED OTHERWISE 1 /2" R. PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS SAWCUT LINES (APPROX.) - - - - - - - - PROPERTY LINE - - E PAVEMT PAVEMENT PEDESTRIAN CURB Al RAMP PARKING STALL COUNT 1 1 HANDICAP PARKING ABBREVIATIONS BLDG Building BW Bottom of Wall CONIC Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation LIFE Lower Floor Elevation MAX Maximum MIN Minimum R Radius TYP. Typical FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com Gi`G N • A) 00 r*1 bra n. �� y KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. Q1 INSTALL B612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 2/C4.0. 1 20 INSTALL BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C5.1. 3� INSTALL CONCRETE WALK. REFER TO DETAIL 5/C5-1. REFER TO LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING. ® INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 3/C5.1. ❑5 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 4/C5.1. 20' 10' 0 20' 401 © INSTALL NOSEDOWN CURB SECTION, REFER TO DETAIL 3/C4.0. �7 INSTALL MOUNTABLE CURB SECTION. REFER TO DETAIL 2/C4.0. SCALE 1° - 20' INSTALL VALLEY GUTTER. REFER TO DETAIL 7/C5.1. �9 LANDSCAPE AREA. REFER TO LANDSCAPE ARCHITECTS PLANS. 10 INSTALL TRASH/ RECYCLE PADS WITH BARRIER WALL. REFER TO ARCHITECTURAL PLANS. 11 INSTALL CONDENSER/ TRANSFORMER PADS WITH BARRIER WALL REFER TO ARCHITECTURAL/ MECHANICAL PLANS. GENERAL NOTES: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED OTHERWISE. 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 4. FOR PROPOSED BUILDING LAYOUT REFER TO ARCHITECTURAL PLANS. 5- FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY. 6. NO PONDING OF WATER WILL BE ALLOWED WHERE NEW PAVEMENT MATCHES INTO EXISTING PAVEMENT. 7. ALL PARKING STALLS, EXCEPT HANDICAP STALLS, ARE TO BE 8.7 FEET WIDE BY 23 FEET LONG UNLESS NOTED OTHERWISE. - _ ' `nJ 4 per ft n _ a - I 18" 1/2'r .Top Bituminous Material 1 I_ WDOT e`18 S:oncrete Curs and Gutter 1/2"r P Bituminous Material s ry `a s r 3,/4' I WDOT 061? +' ,,• Cenerete Curb and Gutter ' •"- ` NOTE: 8" i �12, I 1=or Use Only with Privets Driveways, - - Parking Lots, or hAediors. P8•"R �JJJJ 12aR� f 16" - '_ + iv It 17 1/2.. 10 1/2" za' Ell'. 2-97 4" 8' 1 1 f8'r 6g„R 1 Top Blturninous Material T SURMOUNTABLE Goncretc Curb and Gutter CITY OF CSANHASS311 DArE: "-97 Bitummous Cu-b 6" Shoe Formed TYPICAL CURB AND CUTTER PLATE NC.' �J2n3 CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 -� 5930 Brooklyn Boulevard BKBM Minneapolis, MN 55429-2518 Phone: (763) 843-0420 ENGINEERS Fax: (763) 843-0421 wvvw.bkbm.com © 2008 BKBM Engineers, Inc. NI rights reserved. This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. I hereby certify that this plan, specification, or repart 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. Print Name JOEL',W. MAIER � Signature f 01•. License Number 19181 Date 3/14/2008 BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3 14 OB CRY SUBMITTAL PAVING AND GEOMETRIC PLAN C4,0 V:\08150\Drawings\Civil\08150.C4.0,PAVING.dwg, 3/13/20083:59:54 PM FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN a 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-crchitects.com �4 wARcti o � rr1 26 �y 03 a - S:ed T Posis 2e in crounc , Nate j 76 Ties CARVER COUNTY Sl: ren- DLi ItNQC- specificoUorls, malta-e sliced worerl monoflament, 3o''vrlde fa3tened to �F r, -Compoc:ei may` tiv steel T-PoskE '''till 3(50q�) tensile _ .I strength plT tic zio ties per SERVICE CENTER Ut ckfi l E Y G" #tin. Depth of st: + + + + + + - .t. - + + -' + + + •t. G 1 T-P 5': (M= h11e sIICFd} W + + -_ _—T EMbedment �u��{j� l feecmemisdnrd- - . + + +^� }r + + + + EROSION O(G.�7C7�C„_)• r��\ Rr 'T C(71 + + n" Pay Depth F..N(FTYPE 1 0000'-, C+ + +J++ + _; + + + + ��0-+ fi' PdyDepth Frundazion 0i-C) .-- C H A N H AS S E N , MN 1,ncrvl irnFrts (TXI.) J/: / t J J If Rcataired } y yfj p r V (see Va_e tr PA:NIMIIhq DPPT i?�0`O �0.�� ,7 c�a�, laq e "D " Denotes a t :de ,\ 0 Gr �1 Ty e 2 silt forrx l3 the some as tyke I with hay bolas insldled as per 1e#ai. 1 ' - 2 1;PSH=D ROCK--/ ��� , o� . anarnetar bf p;pa �ti Tv 2 to be. used to protect all wetlands- 18" MINIV.UId CUT OFF BERb'. l� n J 4t,h11 L TO IJIN MIZE RINOFF FSOM SITE--1 i SITE PLAN REVIEW N UfCa ,j.. j,.r.- lagy ar Strux Bn162. 2008 / R 1. A sails Engtree- wili be recp'lmd to de:ermfre :Ile d�:h of the pips foundntion ', ;?;,• r...>oa a:,. °La,4rwq e1.1.5 g211.6 V. ry.a MARCH 14 L 0 0 V emhedment mcteriol if needed. Pipe four,dotinn matr,ial shod ae in accordan�a wi.h hANDOr 31 h9.2t: cluroa filter aggregate. y hke .b ,m mJr 66"4"de f 2. P.V.G. bcddfng oholl be YNDOT 3149.2f3 seect granulcr borrow with. 10D% - - �[F TICS '�. _„fir_ 4n." 1. b: id 0h a np-ae�I4ruaNW. IsC-4Girt{] n 3/u" sieve, 4rld teat Liven iCi pa9sing c NO. ton .sieve. NOTE: I . TP.Z F,A3R!C ,` fql OF PI ACr= f? lJftif)F_Fi fiOCK 3. .AAS. aaddlnq�shcll de MN00f 31M13.ZA select granulcr borrow with 100% L - TO STOP MUD MIGRATION THPOUGH SOCK_ pnusinr n .3/4 Styr. n-0 IrSs than 20% F-nssinq a Na 200 sii .I?O`_i f,N ON, ILN F 2 5930 CITY OF evard CITY OF ROCK Cl T)' 0 - SILT : c Minneapolis, Myrt N551429 2518 PIPE BEDDING �. ` ' C�A��IASSE CONSTRUCTION G� H�s FENCE BKBM_ ENGIIVEERS Faxn(763 848�201420 CBA HRSS� P.V.C. 6 A.B.S. ENTRANCE �, — www.bkbm.com Rc �I.F-D:1_-38 DATE, P o7a NV.: CC fiFVISF,n:2-37. 3-02. I-93.1-I3 ndT-: PLATE NO.; •� r,n FID: 0Ar`.: PLATC ND.: 2-97 5301 2- C 7 J 0l f ©2008 BKBM Engineers, Inc. 2-97 220B nLr nwMr;3ss�Tot All rights reserved. FlLF 14AMi. 393_.:,3DD wMt: o:3_211:5 This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. 5 N PICAL PIPE BEDDING FOR PVC BERM D ROCK C NSTR TION ENTRANCE C5.0 SITTATIOAN LE FENCE C5.0 C5.NOT TO SCALE 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. Print Name JOEL W..MMAIER Signature 5_ORIENT TRAP AS MANUFACTURED BY x 1" diameter rack filter License Number 19181 WIMCO,LLC.S-iAKOPEF, MN. Date 3/14/2008 '� � - � earrxvmK�Na ssRlalew " 1 '`- _ _ Sal • '. -.', . - - '� - Asa .+nut OF 9 L lDt 0171ae. 9M 6aarOrl NlAw11BLF "a vmv m ov NO r1 _ -11^ - a Bc ,� IJ3e MNDOT 31 .0, -A - Axe mrumuc.L ws.mr me _ am^. nr."4. WtN can . NQ ;- 1 _-vYcnuar 3orror. (r LrD� ozmwuenpa r. V - '->, :. 4 : -I. - N C!E 1414 - bsNi s,i�Y &a NFiN saN� m qw " M- W VIC WINAN IWL !i F1' y-• �' L _ ... l _ .. _ _ .. knam arC4rLOw a It 5.94 tie O 15' lrwa S1--S ARE PER I I uL° ; _ lC CIPr1\��/ is 4 z I MCDEL#CC-23 Q —The bettorn of the tench sha'1 ::a 1 shaped to fit the pipe e die for a- f NOTE; of CnD outsll� dlornster BKBM Project No. 08150 4. IaeNM Si t Felice per MNDOT -1 0 e Gia+i2" ' in. `+ aar�» _�,, speClflCtl4nS, 50U'CS 200, `EA INLET WTH Drawn By ETL CUT AN ' 1� "Did' Denotes out3ide 18 - AP W aw machine sliced woven rah HA3F r \ P0 5Pmonofjlament, 36" wide _ 'FtLUt: LiN= l :liul'ier o: pqx A -- - � �--�----- - fas#erled to steel T-Pasts Checked By JM (^� with 3(t pe- strength ZIP - plastic zip ties peIg a' m1li+nan p„I Date 03/14/2008 T-•Pas:-(moahine sliced) I ....-.. L.._.—....e Na Fs: REVISIONS — 1. 7rhan es-•.y �d di rrn[tens r:ra r� not aeptaVle 'or �ackfal and; ar cti Campaart sii I;) the wipe gone, pipe bedding and bac<tll '-tall he used as clown ancve_ + s t♦ oe Cm SaOMITTAL 2. A sails eriglreer will be rerl.dred to ucLemirne the depEh cf the pipe / �'r REItifCRCCJG c'.. 1U" f• uridctidn emhedrnar.t motcrlo! It needed. Pipe foundctfon rinnterial ahatl ti' RUNOFF p - ar xvF+rr " ------'-"'' be nceDrdcnce with MN1707 3149,2'-i courac fltc' 09srogoto. ` ----�••I earr-�arcc- , NOTE: FiLTEREED WATER Clean filter media after each rain event and replace if =alter is clogged with sediment. h /� Remove debris/sediment from receptacle after each rein event. SECTION AA CIVIL DETAILS AND NOTES CITY OF STANDARD C I _Y OF CATCH 9AS N CITY OF OFF ROAD C8 MINI MJEE ANHOLE CITY CIF PIPE BEDDING C �A S� SEDIMENT TRAP CHIZA1111 LILTLH �ARRIEIR IN POOR SOILS :D: OA1C: 2-97 PLA t NO.: 2102 w _ RfvlsFn, OATfi: (� PLATE NO_ REVIS'Eb:f-04 °per` : P4A7E NO.: IArdt: ^J3 ZIVl. FEVIS=IY I'SpTF-, PIS\-E F1D.: 1 —04 5302A 2�0' 5302 1-98 2-97 220toJE.iynleE: 9.3 _. I . ............_ . ...... _.—...-_-----.... -._.. FLLE 1_mt 393_3201 FY 6 MINI—T MANHOLE 40 N PICAL PIPE BEDDING POOR SOILS 2 INL S SEDIMENTATION PROTECTION OPTIONS NOT TO SCALECC5 V:\08150\Drawings\evil\08150.C5.0.DFTAILS.dwg, 3/13/2008 4:00:42 PM f FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com dnriabn. GN •AR 1 2 'EXPANSION JOINT W < FULL DEPTH JOINT FILLER./ I A5' nin. rxposad Agg-agate Pump 60, O.C. % Surface. Do o. Fpoxy NOTE: � Mo.nhole Casting and Adjusting ! Glue Aggregate. L ,ate Showr: Ring (see Plaie 7110} a c, o c a c ] y 3/8' WIDE x 1 3/5' °c° 00000 \ `mpI = y Frovid• LEI Barrier on al' •onito, DEEP TOOLED JOINT / ppae o°oo°o \ m rY 1-- .1( - A5 Y sews- monhde(see plrte 2:Q91 1/8' / 0 0 l a 40 a . \ 1yS - -�- "- �- ��n• 3i11� CONCRETE SHALL BE FIBER REINFORCED / a o I u a o 'r T FIBRILLATED FIBER AS MANUFACTURED BY Ja °oar°r 0 a a��o° N y U LONG WITH �{F-{1�� �• - 1 �a o 0 0 0 .r . 1 J 7 -ace a; C.IJ:1~ - ! I'I 1� (Y FORTA CORP. / �`- L _ yl1 < Ld p°rec=ior a` Fo+� L /// Manhole steps, Nccl7aI Rt981J �� e f -� 1� ,K w i I i-.J e or Alum num, 16- on cantor. F• ' �" r ,r Steps Shall he nn Downstrea•-1 <_ I 4" CONCRETE WALK--�,a-'�-- �� , CARVER COUNTY / Side Unless Pic Diama:e- Is i' LAN y- ) tT r' 18 or Larger 6' GRANULAR BASE Nt=•rE rrhh U ^nin, To Eie e REFER TO SPECIFICATIONS Max. slope 1C: t i'uLessp liar7 Sicewr. R `' r' L A I', / - - - All joints in manho c to have _ 'C' -og rLbEr_-r gaskets. \ \ \ \ /\ \ \ /\ / Top of Cu t � o' Trail Width. L �I -A Mar.imam a'. 2 Short Manhole Ali v�/�j/� /� /� /�\/� /� //zr $, 5' i:u.i.f1L•�`u� 4:Jt;�irlg - 4'--0" R.isern to he Lsed 7're.-lly\��\��/��/� S rna grnre N+amh { Below Cori_ Sec Lion �/. �, ��. �� T $° R329C-I_ or L. :x: -� gu-ter to sc ' EeIOW 1 SERVICE CENTER I / COMPACTED ECIFI ATI 3" radio curt• :r:+x, f 5' 'ro c7r de. � Pipe shell be cut out flush: REFER TO SPECIFICATIONS Vcr(oble 5' 4' min. 5' S' T �. 5' 'ransltion each "! J. wi:h inside 'ace of wall. -� sda of cta'r_basin. oL-z' 9' 8 ecast -anc-etc nrPr -DPE i'Al lnc dny r - N A. ;op cf Curb _ SECI IQ J E-Q _ _ T5 CONCRETE SIDEWALK CONSTRUCTION TYP. -_:Varies ".;:>, z, :,•i,. .:.;>:' '•.:, N Note: All Pedestrian Rams 51_4" WhIn,um of z-2", - d "/2:" Pretast Inv=rtS Uust be 7/2 °f C5.1 P max .mum a` 5 2" �_� Varies �r Pipe Diur7:eler and Benches In ']C r:r}Incrr•le corc-ctc aCjusmrni 24" x :i6" C H A N H AS S E N, M N F °I° od 2" Toward the Invert or F gtter �. 5" J 1" Par t- rn3s Aowerr with 1/4"--� '�P'.rnet _'•' t1N•.:Jl1M / P to 7, �° l7ec of morta- 1 Mlr.imum thickness of precast Dose is r i�r.we.nn .nrh rxtd n ell 3° 3rou: t'('t r.❑nr:ree anllnr 6" for 1ccp or lose, and inrrro:03 _ + I" in thiakr<:"as to, evrrry 4' of depth c 4- d{ T-- gree-er than 14•'- - -t- _L 0" Concrete L'c hr_wses shall be � 4" Class 5 B-Mc a-au-ed nn both thr. - r,5 p hCTC: _ ~�" - .orb & Guttor^xpnns'nn Joint r;idt c..n auaiaa. J C� i JI Y SE4_. uN__a_. A. 1. Kor-n-seal mrnhcle cr equal considered acceptable olternate. WEARING COURSE PER TACK COAT PER MN/DOT 2357 (IF REQUIRED) "" 2. All dog belies shall be g-outed an inside and outside. MN/DOT 2360MVWE4 CLASS 5 AGGREGATE 100R CRUSHED). NO -ES! 3. 'Ahen the manhole or catch bcsfn structure is corst-ucted ( ) NOTES: Steps shall be wovlde_ :n all Cate,". and xt0y,^-I server r±anholea ou:arde the ..raveled roadwo o witness ost uric si PER MN/DOT 3138 COMPACTED TO AT In L(eu of the Above Irectment. ,he 0ontractar ct ilis Option, After Normal Conarate 2. Castln to ce ¢c:al' e• .wad In concmte ^orb uncik}r. SITE PLAN REVIEW y P NON -WEARING COURSE PER LEAST 100% STANDARD PROCTOR DENSITY. Finishing, May F-mbrd A3g eycte, Meeting t re Reauiremerits of Spec. 3137 (A 70 3, No black Str ctl res}c.'e allowed. shall he instnllsd next to the man •ale. MN/DOT 2360 MVNW3 / .. MARCH 149 2008 ulocified to 10L'� et the Meterk;l 1/2" to SIN In Slze, In the Green ''oricrete. the No wo:,d shRari are perrnaleJ tp •lf•o cdjualir g -'ny;:. SECTION_ 1-1/2' Embedded Aggregate Shall Protrude of Leo L 3 1�' Above the Concrete Surfoce. The ' Lxpased Aggregate may be Lightly Rinsed to Wash Mortor off of t. 6' MIN. y C I T Y O F S TA N D A R C) MN/DOT 3149.2E SELECT =III=III=III=1 I(=III=III=1 12- MIN. V- CITY 1 CB E D E S TR I AN ,' ( i `'ITY �f= c = �1 q„ !p lj�� S (rye = 1=I 1=III=1 I-1 I I- I-1 I �� J /r - CYf7A�■A �1��■1 M A ICI H 0'L� GRANULAR SUBGRADE (PER SPEC) - - - BA�gASSE� vu Ra 1 �.�ti, P � CHANHASSEN CA FC1-1 R •A S' N REVISED:2-97,1-'03.1 -i14 4 // / \ Rc^^/15-]' 1-38. -174 14r a: PU.'E. An.' _ DATE Fi.A�NO.: .� _ \�/ / / / / �� `�-(�� ��:5 REwse��:t�-eD, _G3 C/+TE:: ✓I ATf. N�.. \ v \ �- J' t u' I -�� 5930 BrtSoldyn Boulevard FILE W+NE:3^a3. 101-9�� \�\\/�\\//\\�\\ '1L= NAME: 393.521@ VILEW;t r393-3101 BKBM = Minneapolis, MN55429-2518 COMPACTED SUBGRADE REFER TO SPECIFICATIONS = Phone: (763) 843 0420 ENGINEERS Fax: (763) 843-0421 www.bkbm.com 8 STANDARD MANHOLE 6 BITUMINOUS PAVEMENT 3 PEDESTRIAN CURB RAMP - ADA ACCESSIBLE 1 24" x 36" PRECAST CATCH BASIN Q 2008 BKBM Engineers, Inc. NOT TOC .1 5.1 NOT To CALE C5.1 All rights reserved. This document is an instrument of service and is the property of BKBM Engineers, and may not be used or copied without prior written consent. 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. Prim Name (JjOE,L,W+.Mq�AIER Signature tN A .. License Number 19181 . Shape Of back of bu: re3s Ft r Op�c A' par fw. may vary ae Ion as •ou-_'c Date 3/14/2008 -� 24'x36" slat oaen'ng 'or Neenah v` against firm ur7dis:u-bed r�IPE 2`17, " BE. 45 D O' B / EE Z 2 NO ' BEN 9 END R.329O-L cr taLa ;gar ,1. earth, r SIZ 8+ ._.1..61..,. ...B2- - G? j B� \--_-..:• .. _... . _.. _� D mansion C1,C2, 3 shook 1 -$ ! 1 -$" i -0 1 -$" ?' 1" 1'-B" ow be large enou - to make G 0�, GRALIF_ r -r "-` angle �) aaunlgto or lu yen 3" 1+-5" V-5„ 2'-1„ 1'-5- 2-d 2:-0" //Ir- .._I `• � �I I\ ,�,--_.� - -r.�f: - - than ts'. 17. 7'�'+J' 1-1D' 3-4 2-D 4-9 2-S" NCT ' g'Cte she+,l'1 Remove --L - -�-r': _ •o -fit^ 3. Dmensiorl Al AZ A.'. Sflawd x a i ' r _ 16 3'--O 2'_.Ci" 3' 10' 3'--0" 6'-2' 3'-6 r :. l be as arc as possible „ Crown • -;� .►-�'�:•:-, - �- -- -- ` i 10'. 3•_3' t'_A" 5'_6' 3',.4" $'_�. L -C. J - w'},ruuL it orfeiii' wlLh 45' WARP)Expansion joint • ,� .. \ \\ Expansion joint ( I p - .��-� - MJ bolts 24" 4'- -7 S'-0" l6' U 3r_ l7 D._S. 5:_C,.. - ;' _% =' e. 0 v e.G' M'1nrr'riurr, C." i r':. is - Neenah R329C-L cast'nq and yr r ' - := �I L 5, P coe polycthylono bclwech _ grata fir rc.l 1. E" E" Nelaad 7 t, 2" Concre.e pa✓em t corerelP Arrhf . VAre Mesa 3" E. AI bonds S, ftiir95 ^nll ! �'_.: f" Clcs: 5 Sass In-_Idental to rpron be restrained W'lh NP•.,oUlgc I lJrrlmuni of 5. Irax'r-1um at 5---2" s -'' 'hruat restrr.irts or scoot BKBM Project No. 08150 F'''• TIP gutter � -Sec nets 4�� 4 uric- co;armconcrete adjustrrirrt +rigs rvr.h h:,l - <- S=[��,�Pr k h beds of mortar. ;.,: ! A out r - e - see nor« 4 _-_"1'r cast -citrate or •- No Scde Drawn By ETL +'- HOPE GdjU9tlri[d •ir'gc. A rfIOW d �i 6" precast rein'or Cad <wicre'e s'las. j4' RE51Ec'111'R.AL -oo of barrel sectior under tap scb 2 INDUSTRAL/CDMME?GAL _, °'_- _` ! Checked By JM =i- +-, to nova ict --op edge aoc:ed aritl- = -'- 1 2 b^ace of Rr-nnaA or :caal. All jarnts in rriar'loln to have _ - - : " - Ri3ht-o( Way A _ ?+-''� � "''� Date .n 5: ,-1 \ia•io,. 0 r-nq runhnr gns.a�-n. " . ..._ ._.. ... .. ....i._...----. _ ....... .... .... . . . 1, - --- V. a ����- i - � 18 � 4 I -.�- 8518 (,ura 3: Gutter- �`..._ 03/14/2008 I�recaat concrete sectorr GLt-ry- 11 P ° w t]OTES: ,50 , , REVISIONS r I � a _F" DO0i<]<4se8 snoll be gro0i9d on :- �- ��tib i{urninaus PLAN 4E BENDS ti \ PLAN 90' BENDS 3 14 oe CRY SUBMITTAL oath o )-k3 Ir crd i:slcc 4 �? i a...- - ?:.� =: 6" 9�ec -_ _.__. No l>I:>❑k sfn.caartf; <Ae c:ioAwc,` ',i vci-inuie See nose Mann-cle steps, Nee -oh R1981J or + - s" equal, 16' o.c., Alu-nr:urr sees #4 REBAR 03.5" O.C. (f „ � approved. SECTION A -A GontrcctiDn Lointc A T \ e:- 1 ° ten.:� ' i , Max. Saac rg Cr Expcnsion Joint (typ)-'-1 CONCRETE ' HA_L tat - ^ �rlin;rTarn slrn -hic.ve;.5, B" for 1d' Vr-lioy but:cr (2 8' IN CONIACT'h1TH -- ':D2 j 7111S QUADRhN- C7TG-it depth. In rrerse thl-areas 1 f;v I� each 4' cf deed- greats- than 1', NOTES: PLni I OF PIPE and reinforce w th C"r,G" 10/10 mesh. 1. 1/2" Preformed joint filler material - AASHTO M213. 2. No Contraction Joints in Cross Gutter - Grout t>attzm or mcrnoie to 1/Z. 1, Reinfa-ce 'Jolley Gutter aril Triangular ScoUcns kith B" a 6 J6 Welded Wire Mesh. UNG51ukBE0 FA3D1 � SEC PON. diarno,ur• at pi>i; uil.1 au i; 7, t :n ,^neon .ant'; Surd: bn 1/:S thA Opnth of Slnh AND NOTES :mrnL e l ^" -w•:i inv:a•I 3. B;lurflillMJ3 pnVirly S:aaiari to II-M Sight-al-AkAy< i:: the iarr�' os tiEC'RCN A -A. FLAN 77 1/9' HrIl CITY OF CONCRETE sere.. Paving Seaton. CITY OF "�i TC'� 3,� =�1 N VALLEY r.' k,• CITY OF CONCRETE � CITY OF CONCRETE CUNBASSEN ` VA��-IOLL CBA��AS9��' PLAT6 ND, GUTTER OBANIA1111 DRIVEWAY APRON _ MAINSA1SE1 THRUST REVISED: 2-99 DATE: 2-97 520G ,.� -�,, BLOCKING RG'U'C9:1-00, 1-03 DrSTV: PLATE NO., r., <4 'Cl• JG VV ISLYSLC:1-7YF:. 2-07 r} ;j r FILE NAME:393_5206 DATE: rLRTE rVV RWsED! DATe': 2�97 PL.NTE VD+ 1002 F' E Hh61C:3 3 31:J2 L r '� 1 J_�� c- L. J FILE NAIAE• 393 3ia7 - I'I L_ Ndl•Aa: 393�'l0:.2 _. _.._._ 9 CATCH BASIN MANHOLE 7 VALLEY GUTTER DETAIL 4 CONCRETE DRIVE ENTRANCE 2 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS U51 1NOT TO S �.1NOT TO S C5.1 NOT TO SCALE • 1 NOT 7U-95U- V:\08150\Drawings\Civil\08150.C5.0.DEFAILS.dwg, 3/13/20M 4:00:22 PM 57.63 963.6E . 6, 961- 6 ❑� 962 67 9 9 963 'd Cc .21 �cv i RlM=960 5 / V i -•,-�,,,,"� 67)3 '----'-..-__ INV.=956.75 1 QC - x 960.28 I0Fy/ 9s �/ I I tr'9S,y t x 953,17 x 960.56 x �_ 71 x 958.77 `ass` 953 x 951 3 x 97 i 'II x 95D, 53 sus`'; 2 z 950. Z o+ 131 rT` N x 952.48 x 949:67 0 53.33 s`rs qy0 x 951. 16 = 95 .9 7 / x 950.36 ss4 J x 951.20 CB RIM=949.95 INV.=946.15 52.27 9`S.P x 951.11 x 951.40 � ST 1 G CONDITIONS C6.0 1 =2° EXISTING DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.757 10-YEAR (4.20") 100-YEAR (5.95'� 1 0.00 0.89 0.89 1.05 2.65 4.87 2 0.00 0.08 0.08 0.09 0.23 0.42 TOTAL 0.00 0.97 0.97 1.14 2.58 5.29 'aua tt��;q x - . sW r =. t,. f.w•w r"'� r �"1' E". g .s � take Dv F Map Cite C2008 N�4YE0 alTelcAtias VICINITY MAP y CB N RIM=954.59 INV=950.59 E, - At 1111111 L952J14 963.68 Cl 963 7Y V. u z 96. / �v CB � RIM= 960 �V. ,�T3------�_ INV =956 TS O x 960.56 I WA 4+�---. No Build • - - - - /' �0C.•' I I 7�• - j • ; + r. 54 ■Il t 7'1'D1 C DIN .53 r IUj LU t r •, l I I x 952.48 \2 III � V LO .:ram+ �d����i'•� - _ I ti• �I It I I ofm as ' CB RIM=949.95 INV.=946. 15 STORMWATER RUNOFF SUMMARY 2-YR STORM (2.75") RUNOFF (CFS) 10-YR STORM (4.20-) RUNOFF (CFS) 100-YR STORM (5.95'� RUNOFF (CFS) EXISTING SITE 1.14 2.88 5.29 PROPOSED SITE 2.88 5.01 7.61 2 PROPOSED CONDITIONS C6.0 1 = PROPOSED DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2 75-) 10-YEAR (4.20") 100-YEAR (5.95") 1 0.42 0.18 0.60 1.91 3.27 4.90 2 0,13 0.00 0.13 0.52 0.80 1.14 3 0.04 0.09 0.13 0.25 0.52 0.87 4 0.03 0.08 0.11 0.20 0.42 0.70 TOTAL 0.62 0.35 0.97 2.88 5.01 7.61 INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, DRAINAGE EROSION CONTROL PLAN AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTOR'S VEHICLE. NOTE: THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN OWNERS SIGNATURE, PAY FEE, AND SEND IN THE NPDES PERMIT APPLICATION. PROJECT NARRATIVE THE 0.97 ACRE PARCEL SITE IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF PICHA DRIVE AND KERBER BOULEVARD IN CHANHASSEN. THE EXISTING AREA IS PERVIOUS AND DRAINS TO THE SOUTH WEST TOWARDS PICHA DRIVE. APPROXIMATELY 0.08 ACRES OF THE TOTAL PROJECT AREA DRAINS EAST TO KERBER BOULEVARD. BOTH PICHA DRIVE AND KERBER BOULEVARD DRAIN INTO AN EXISTING 33-INCH DIAMETER PIPE. THIS PIPE CONVEYS STORM WATER TO AN EXISTING STORM WATER POND. THE PROPOSED PROJECT WILL INCLUDE THE CONSTRUCTION OF A SERVICE CENTER BUILDING, PARKING LOT FOR THE BUILDING, AND SIDEWALK ALONG THE EAST, WEST, AND NORTH SIDES OF THE PROPOSED BUILDING. THE TOTAL NEW IMPERVIOUS AREA THAT WILL BE ADDED TO THE SITE WILL BE APPROXIMATELY 0.62 ACRES. A MAJORITY OF THE STORM WATER FROM THE SITE WILL BE CAPTURED AND DRAINED INTO THE EXISTING STORM SEWER. TREATMENT FOR THIS STORM WATER RUNOFF HAS ALREADY BEEN ACCOUNTED FOR FROM PREVIOUS PROJECTS IN THE AREA. STORM WATER THAT DRAINS OFF SITE WILL BE COLLECTED VIA EXISTING CATCH BASINS ALONG PICHA DRIVE AND KERBER BOULEVARD AS DESCRIBED ABOVE. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES PROVIDE TEMPORARY PROTECTION OR PERMANENT COVER FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER, CURB AND GUTTER, CATCH BASIN, OR ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE WITHIN THE FOLLOWING TIME FRAME: THE TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED ON: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 21 DAYS DITCHES THAT CONNECT TO A SURFACE WATER MUST BE STABILIZED WITHIN 200-FEET FROM THE EDGE OF PROPERTY OR WITHIN 200-FEET TO ANY SURFACE WATER WITHIN 24-HOURS. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24-HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com <v�GN •ARcy Q -{ m M 20' 10' 0 20' 40' SCALE 1" = 20' ABBREVIATIONS BMP Best Management Practice FIFE Finished Floor Elevation LFE Lower Floor Elevation NPDES Notional Pollutant Discharge Elimination System POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE DISPOSED PROPERLY; COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS WASTE STORED (SECONDARY CONTAINMENT, RESTRICTED ACCESS) AND DISPOSED IN COMPLIANCE WITH MPCA REQUIREMENTS. EXTERNAL WASHING OF VEHICLES LIMITED. RUNOFF CONTAINED AND WASTE PROPERLY DISPOSED. NO ENGINE DEGREASING ALLOWED ON SITE. FINAL STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70R DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMP'S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: SITE WATER DISCHARGE DUE TO CONSTRUCTION DEWATERING OPERATIONS SHALL BE MONITORED FOR SEDIMENTATION AND TREATED PRIOR TO DISCHARGE TO PUBLIC STORM SEWERS. TREATMENT OF DEWATERING DISCHARGE MAY BE ACCOMPLISHED BY GRAVITY BAG FILTRATION. AGENCY CONTACTS CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT 1591 PARK ROAD CHANHASSEN, MN PHONE: (952) 227-1300 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MN 55155 PHONE: (651) 296-6300 CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 149 2008 _ 5930 Brooktyn Boulevard B/(�� _ Minneapolis, MN 55429-2518 (� Phone: (763) 843-0420 ENGINEERS Fax: (763) 843-0421 www.bkbm.com © 2008 BKBM Engineers, Inc. All rights reserved. This document is an instrument of service and Is the property of BKBM Engineers, and may not be used or copied without prior written consent. 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. Print Name JOEL W. »M1AIER Signature /� J License Number 19181 Date 3/14/2008 BKBM Project No. 08150 Drawn By ETL Checked By JM Date 03/14/2008 REVISIONS 3 14 08 CITY SUBMITTAL WATERSHED PLAN C6.0 V:\08150\Drawings\Civil\08150.C6.0.SWPPP.dwg, 3/13/2008 4:01:08 PM Planting Palette: TREES: Rain Garden Planting Palette: Qty. Key Scientific Name Common Name Size Root Notes 08 A Am x freeman+ leffemed' Autumn Blaze Maple 2.5" Cal. B&B Full Form 04 B Tilia mrdata'Greenspire' Greenspire Linden 2.5" Cal. B&B Specimen 08 C Betula papyrifera'Renei Renaissance Reflection Birch 8' Hgt. B&B Clump 05 D Pima abies Norway Spruce 6' Hgt. B&B Full Form SHRUBS: Qty. Key Scientific Name Common Name Size Root Notes 10 H Jumperus Sabina Savin Juniper #3 POT Healthy/Full 25 1 Taxus x media'Tauton' Taunton Spreading Yew #5 POT Healthy/Full 37 J Spiraea japonica'Neon Flash' Neon Flash Spirea #3 POT Healthy/Fuld 15 K Aronia melanocarpa'Morton' Iroquois Beauty Chokeberry #2 POT Healthy/Full 30 L Vibumum opulus Nanum' Dwarf European Cranberrybush #2 POT Healthy/Full 13 M Diervilla lomoc ra Dwarf Bush Honeysuckle #2 POT Healthy/Full 24 N SymphoricaI orbiculatus Red Snowberry #2 POT Healthy/Full 71 O Comus sericea Tsanti' Isanti Dogwood #2 POT Healthy/Full 27 P Weigela 0orida Tango' Tango Weigela #2 POT Healthy/Full 10 Q Thuja occidmtah, Techny' Tedmy Arborvitae 6' Hgt. B&B Plant 4' On -Center PERENNIALS: Qty. Key Scientific Name Common Name Size Root Notes 194 S Herrero a� $asy Returns' Hemerocallis'Happy Returns' Hernerorealli4'Grape Magic' Rosy Returns Daylily Happy Returns Grape Magic Daylily #1 #1 #1 POT POT POT Mi Of x Ot A0 Three Types Listed 198 T Rudbeckia fulgida'Coldsturm' Black -Eyed Susan #1 POT Healthy/Full 11 U Sedum x'Autuam Autumn joy Sedum #1 POT Healthy/Pull c� z 0 I 5 M 'LJJ V fY Q I— -.'----- RAIN GARDEN SHRUBS: QLY. Key Scientific Name Common Name Size Root Notes 18 AA Salix purpurea'Nana' Dwarf Blue Antic Willow #2 POT Healthy/Full 16 BB Andromeda polifolio 'Blue Ice Blue Ice Andromeda #2 POT Healthy/Fvll RAIN GARDEN PERENNIALS: Qty. Key Scientific Name Common Name Size Root Notes 91 BE Iris gecmanica Tmagette' Pink Dwarf Bearded Iris #1 POT Healthy/Full Z12ia allied Golden Alexander #1 POT Healthy/Full m� v`ree of tam Aster novae angBea New England Aster 91 POT Healthy/Full plants listed) Liatris ligulistylis Meadow Blazingstar #1 POT Healthy/Full ADJACENT BANK ERTY ;61c' curb &gut W $OfJI �/BYM • v -b -i �. - y • - .. i, -.. ,.TURF POLY EDGER, TYP. 18' ROCK AMINT. STRIP. o RETAINING WALL PER WAL PLANS. 1 ` : SEE NOTES FOR TYPE/FINISH. B 4 PARKIN LOT PER CIVIL PLANS '.`.,• "f' (1) !PASTE CAN PER DETAIL DIRECTIONAL SIGN PER SITE PLAN. (4) :i BENCHES PER DETAIL 1 (2) BIKE RACKS PER DETAIL 1 25 1} .. B a-- curb .F IRIS s, ulwwE�-.,. 1----- ---M .. bwEMbw wwwu♦ " �'' o .-.,........ .ia�a,;pr.�s_as�a.11�caraael, © ; ::. �::::::�■�■■■�■SIC! 1 .. .:. . ,, ::� ...::-1a•�.eeeee:eeoo: 0 0 I,ovO;ee.•.---• \t —7I ��- �®' \Illly •Mrwwwwwi•wwwww w•wwn: O ��ya1��;��=:a 11■t`.i�����1.11a1..i �i■■■®■®111 �O'Oa) •` /�# Mw-v' N•w N,w•Nn w-AE•aH�M•l: � k0 `�:: 17■ ■■1■�=,1��G,w'seeo'oa.eooeeu:L Li u �� .. M•.•: �- 1 ■ OC si ao.�iooaso �I ..1 MAW. 1 • 1 II , l�la m� d m � m a••.q �(1) WASTE CAN PER DETAIL— ROCK MULCH • • 1' 1 C i © Vie:= �p I...�i t�4 WA 0 � •elr�l �� © I�A •• °CA l� Iw�i\R�i����T�f•��r+�t; Ilan ._ �-L .... I� oil0111� VA ,,' w�'w—C' � er�i J' �� 1 •1 1 1! '1 l� mill PICHA DRIVE IQ 5*4rfnountable curb & gutter SCALE IN FEET 20 40 ai 1*1 Landscape Notes: 1. Tree saucer mulch to be four inches (4") depth natural single -shred hardwood bark. 2. Refer to civil plan sheets for grading & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified 4. Plan takes precedence over plant schedule if discrepancies in quantities exisL 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these defrciences to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. AnI acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and discase/pest control. 13. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process 16. The landscape contractor shall furnish an Irrigation Layout Plan for head -to -head coverage of all turf and shrub planting areas. Use commercial -grade irrigation equipment and provide product cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinate irrigation connection point, controller, backflow and valving locations with the architect & general contractor. 17. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 18. Precast planters in the plaza area to be Wausau #SL 403, H6 finish or equal. 18" of potting soil over filter fabric and free -draining rock in the base. Set planter level on concrete plaza. Maintain or add a 1" dia. drain hole under the planter in the low -point Fit planter to receive internal drip -tube irrigation from site system. I j sew m bs-r W Ae .a t WILD IL FOOMIX a MR m KNISM 1wE%'IMRlV4 ML.� NP.aiL l A9)oEY 1 na• app Soren. wliE !NY lMtlBw-lfaeelWR-!#abNif• w1glM i1BwYf wS�wi9Oilwlw.11 LEA[ �A,Ew I�Ee..Fraewwruw sirw� sasRe�Nriius w%e �° - NOTE: INSTALL't': A WELL" VATH JARRAH WOOD SEATING AS SUPPLIED I,,' LANDSCAPE FORMS, INC. (962898-3230), SURFACE -MOUNT. UN -CRATING, ASSEMBLY, BOLTING AND INSTALLATION BY GENERAL CONTRACTOR SEE SPECIFICATIONS. COLOR STORMCLCUD. FIELD VERIFY LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO BOLT -DOWN. �6' BENCH DETAIL (Typ. 44 Ll J NOT TO SCALE ON CENTER SPACING AS STATED ON PLAN WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 8 INCHES BEYOND THE PLANTS ROOT SYSTEM. PREPARED PLANTING SOIL BED V MIN. PER NOTES. S' DEPTH WATEMO OMIN MULCH FINISHED GRADE PLANT ACCORDING TO PUNTING DETAILS FOR ISOLATED PLANING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. �TYP. SHRUB PLANTING - SECT[ L1 NOT TO SCALE NOTE: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE NO MULCH TO BE IN CONTACT WITH TRUNK PUCE ROOT BALL 80 THAT BASAL FLARE 18 V ABOVE SURROUNDING GRADE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TREES ARE IRA PLUMB POSITION THROUGHOUT THE WARRANTY PERI00. 4- DEEP - SEE SPEC G SOIL- SEE SPEC. —I TOMAHAWK TREE STABILIZER STAKES. -� MINIMUM (2) PER TREE, IN I_ DRAWN SYSTEM IS NECESSARY 1 IP FOR HEAVY CLAY BOSS. V DIAMETER AUGERED HOLE, ., '.—�! J IJ F 42" MIN. DEPTH. FILLED W1 WC T14X.LE BALL ^•.. Jam- DIAMETER DRAIN ROCKCOVE . R It '.AL LDVMWWiC ��DGr( Wf W FILTER FABRIC. B CONIFEROUS TREE PLANTING - SE L1 NOT TO SCALE r✓ 'r, .� l e d. e R Y I.FE 01EE# w�Mbm iiilw OFSCNGKUP. LNG oaernorx Ee Mc PNamoeO iww{bt/wlt•.eElwwlbl�l It,E �.I.YISI.N.1NIE PAlblf PRESET PfNpN� PIf PG6i1O1 EN @ �° �'ehdrinr �e "Dp,�q!pG43lmml .a MINIMUM ails CM,, �R�Ms,N�N,�usFaPn9r e.neVEfmMS NGaa M69IDI.9WFltEMW1i �NQURG.A98ablY. NNOW0.ff, a]LiNGMq IM9fN:ATIpV 9t WRR•GIOI �Ea'BFIGipa. � IBTINEW. FI9D VE P1R ICry,IRiB IIf IL LW L9'MF!ANIIFG! RCdfl IO IE OMLC PALL Nb4lAT0.V. 'YRING' BIKE RACK DETAIL NOT TO SCALE ♦aYp-bpY OII[11. l�. r« 2P.2S`-- -24 mata.r..r- I.�Ir.. 'Cori ` sja`s • • "' ��,-Irirw-b,r-rwr-Ar-bar rM..r .saw i�r=r-r•b.lefli iaaaarM,W1atAAFV O-WM�H a.1Q Malilb �.. •� Lrr Is value uw!ma ilea L[1°6rx .. I�r..r� ND Etwa moor Ie raulTr. NOTE INSTAL'PLANWELL' WITH JAINUH WOODAS RPR- O BY IANDBCAPE FORNe, INC. acoi w INSTALLATION BY SEE SPEC130LTNGPlS NCOLOR: STORM SYUOF GENERAL. CONTRACTORYLOTBEE SPECIFICATIONS. ARCHITECT ECT PR RTO. FIELD BOLT -DOWN WITH LANDSCAPE OSC•PE ARCHREGT PROR TO BaT-Owen, NOT TO SCALE NOTES RAIN GARDEN LOCATION. WIDTH. PIPING, ETC PER CALL ENGINEERS PLUM ANO SPEOIFICATIpS. ALLOW EXCAVATED RAN GARDEN TRENCH TO AR -OUT SO NO STANDING WATER IS PRESENT PWORTO aACKFIWNG OPERATIWS. Sff PLVI FORPIANTING IOCATIOV6 i OETALS. 'ECTION NOT TO SCALE 2 FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332- 234 FAX: (612) 332-1813 www.btr-orchitects.com •ARc� 0 Z6 �y ?DEPTH IMPORTED CUSTOM MXEO SOIL BEND OF 50%SMD, 30%LOAM ANDM%PUT OR COMPOST. PLACE IN I2•-tY UFR, HAND -TAMPED. SUBMIT MDI DESKWN SHOP DMWWOPoRAPPROVALPLAMTED 11-i MIN GARDEN MIXOR APPROVED EQUAL FREE-DRANINGPDGREGATE, LOOSLY RM.ED INSIDE Nox NONWOVEN FILTER FABRIC. NEW 4' DA HOPE PERFORATED DROWN TILE FINDER ENTIRE PLANING AREA B TIED INTO LOW POINT (ATCH$ASI N, PER CALL PLANS) EXISTING SU&GRADE KEEP COMPACTION TOME ABSOLUTE MINIIAJ L DEN AREA NOTES'. SEE PUN FOR CROSS SLOPE DIRECTION. MAINTENANCE STRIP WIDTH VARIES, SEE PLAN. MINERAL MULCH MAINT L1 NOTTOSCALE NOT TO SCALE NOTES: DO NOT HEAVILY PRUNE THE TREEAT PLANIB PRUNE ONLYD BROKERER UM AD BRANCHES. LEADERS, AND BROKER OR DEAD BRANCHES PRUNED; TWIGS AND UTERM BPANCNES MA PRUNEDD;;BUM HOWEVER THAT EXTEND MTHE OF BRANCHES THATFEND TO THE ED THE THE CROWN. FIELD STAKE TREES FORTHE APPROVAL OF TI LANDSCAPE ARCHITECT WRAP TREE TRUNKS BY NOV.IERI AND REMOVE BY JUNE IST. MARK THE NORTH SIDE OF THE TREE IN THE NURSEnY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE BET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN HIGHER IN SLOWLY DRNNINGSOBS. WOOD MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK MAINTAIN THE MULCH WFED47 EE FOR AFTER PLANTING NOTE FOR DIMENSIONS OF PLANTING AREAS SEE PLAN, BOIL BACKFI L SHALL BE GARDEN BLEND SOIL ( EQUAL MIX OF COMPOST, SAND & SOIL )PER NOTES. t, -- -- -- -- --�-- \\ 1 Inch = 20 feetrr -- -- -- - - 11 II PRELMINARY LANDSCAPE PLAN LANDSCAPE DETAILS, NOTES AND SCHEDULES: 3 A' -I' DIA NATURAL WASHED MVERSTONE ROCK MULCH 617 PROFESSIONAL POLY EDGER WITH STAKES EVERY Ir. VALLEY VIEW DIAMOND OR EQUAL. FINISHED GRADE PITCH SUB -GRADE TO DRAIN AWAY FROM BUILDING WALLS 8 CURas. PERENNIAL I PLUG PLANT MULCH PER NOTES. EDGE CONDITION VARIES - SEE PLAN. NOTE: HAND -LOOSEN ROOTS OF CONTAINERIZED PLANT MATERIALS. PLANTING SOIL PER NOTES, 18"MIN. DEPTH. CONTRACTOR PREPARED SUBGRADE &NTINf, _ CFC_TI(1M EACH TREE MUST BE PLAITED SUCH THAT THE TRUNK FLARE S VISIBLE AT THE TOP OF THE ROOT BALL TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DD NOT COVER THE TOP OF THE ROOT BALL WIM BOB, MULCH RING / FT. DIM, MIN. SFr. DIM. PREFERRED 41N. HIGH EARTH SAUCER BEYOND EDGE OF ROM BAIL. — TOMAHAWK TREE STAN ZER STAKES. _ MINI (2j PER TREE, I _ REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP ;III ,I FROM TOP HALF OF ROM BALL IF PUNT S SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL. CUR THE WIRE BASKET IN FOUR PACES AND FOLD OWN B IN. INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOB AROUND ROOT BALL BASE FIRMLY WRR FOOT PRESSURE 80 TART ROOT BALL DOES NM SHIFT. CARVER COUNTY SERVICE CENTER CHANHASSEN, MN LANDSCAPE PLAN SITE PLAN REVIEW MARCH 14, 2008 James R. Hill, Inc. PLANNM / DMERS / SURVEYORS 2eD0 NI. Cn. Rn 4Z SIE IM Dw■+•Lt, UN 55337 PHONE: (952�9t1-81114 FAX (952)M4244 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME .I. COOPM 6`�"-i SIGNATURE S±�_V REG. NO. 18495 DATE W-2006 271�94 COMA. NO. J/ppILY C8 DATE ol'TLN/� DRAWN is CHECKED REVISIONS L1 FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr—architects.com r r I ELEGTRIGAL 51TE PLAN EI 5GALE: o' 20' GENERAL NOTES: A. CONNECT ALL L16HT FIXnJR£5 ON THIS SHEET TO PANEL INDICATED VIA TIME CLOCK- B. INSTALL TYPE 'M' L16HT FIXTURE ON A TYPE 'A' BASE. Sff PULE BASE DETAIL 2IEI. G. INSTALL TYPE W 1-1614T FLXTLW9 ON A TYPE V BASE SEE POLE BASE DETAIL 2EI. STUB A I -INCH EM Frr, CAPPED GON PUIT WITH FILL STRING IB' BELOW 6RADE FROM gU'LTRICAL ROOM Off TO RJRIRE SI6NA6E LOCATION LABEL CONDUIT. 2 STUB A I -INCH EMPTY, GAPPED CONDUIT 5'-0' OUT BEYOND BUILDING 18' BELOW 6RADE PROM ELECTRICAL ROOM FOR RnURE PARKDI6 LOT LI&MN6. LABEL COHWT. 36' HI6H TYPE 'A' 40HISH TYPE V 2 'MN 6'-0' MIN WIN 23 mililEolilml vT4 464 TIE I� of BASE. p `ANC.HOR BOLTS F.B.O. N 2 POLE BASE DETAIL EI SGALE: O' NO SCALE 7 N •ARcti o010m Z6 ry a(,o, -3� CARVER COUNTY SERVICE CENTER CHANHASSEN, MN SITE PLAN REVIEW MARCH 14, 2008 oore Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Roseville, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 79676 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY UCENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: D. LANE HERSEY SIGNATURE DATE UC. N0. 12418 CDMM. NO. DATE J. SROGA DRAWN S. SCHROEDER CHECKED REVISIONS 0.2 2.__0.2 '0.3 '0.3 0.2 +0.2 PROPERTY LINE 1.3 t2.7 '5.5 Y6.8 '4.4 '2.1 1.2 +2.0 '0.9 � I +�.4 '0.6 +1.1 +2.0 '3.7 6.2 +6.9 +4.9 '2.8 '1.9 +1.6 '2.1 +3.5 '6.0 '6.9 +4.9 '2.6 ; i '1.4 + 2 € +i D.5 + + 0.8 + .1 + 3 +F .1 + 4. + + + 1. 1. + 2.1 + 3.1 + + 4. + 4.1 j + + 1. + 3 +I �.8 + + 1.1 1.6 + 2.6 + 4.4 6.4 + 6.8 - 5.4 + + + 3.5 2.0 1.7 + 2.3 + 4.0 + + 6.0 6.6 + 5.2 + I 3.2 i + 1.4 + .3 ! i i1. +1.6 '2.0 '2.4 2.9 3.3 +3.3 +2.9 '2.2 '1.6 +1.5 +1.7 +2.2 +2.8 +2.9 +2.5 I +1.8 1 +1.1 i I +1 3.4 +I 2. + 2.6 + 3.3 + 2.7 ( : + �i 1.2 1.1 + 1.2 + 1.5 + + 1.6 1.5 + 1.5 + i 1.1 0.7 + .5 'IA. I + . +4.1 '5.1 +2 .1 + 5 + .3 + .0 + .0 + .0 + .0 + .1 ' .0 ' .9 +0 I i + 3 5.5 6.4 3 + 6 b O + .3 +. ! ' . +5.5 6.4 +3 '1.9 +1.1.2 u 12Q + .5 + + '4.1 '4.9 2.6 7 '0.4 +0. +5.2 i I a + 4 + �.+ :,�2. 2.6 + 3.0 + 1.9 2 + + + + 5.2 + + 5.8 2.1 p I ❑ 0 ' + 3 +h. + +2.2 '2.0 1.6 1 - - 0.4 z.3 +11_ + +2.3 +2.4 +1.7 1 i SERVICE .4 + + +3.3 4.0 2.2 3 CENTER I + 3 p� $ + +4.9 '5.7 +2.6 4 ! b I + .2 + +5.5 '6.1 '2 01 GONDENR + '4. +5.3 '2 8 1. ' W/ 5GRE , TRA51-1 ! RECYCLE 7 GATE + W/_ 5Cr�EENRK, ..._ ...I_-. -.. ._...._.___......... �-:., i + 3.3 5 2.7]2 + 3.6 + 2 + 4.4 + 5.4 + 3. T..GATE----._....._..-------...__...-------_.....-------== -., . _..._..II�_..11 __._........____._... ._...._...._._._.____............_ __..._......-..__..__.__..__._..-__._.____..___.___._-..........__.__._.._.._._ __._._.....__.J 1.1 TRAN5FORMER 1.5 1.i 6 1 .2 „ 7 % N', F.ARKIN \ % 'J.1 + 0.6 + +0.7 0. + 0.8 + 0.6 '%. 0.5 I' FIGHA DRIVE i1 ELEGTRIGAL 51TE PHOTOMETRIC PLAN :I SCALE: no N ENTRY FROM FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 801 NICOLLET MALL, SUITE 801 MINNEAPOLIS, MN 55402 TEL: (612) 332-1234 FAX: (612) 332-1813 www.btr-architects.com ��\G � •A Rcti o -F7 J'FT n. 3��y CARVER COUNTY SERVICE CENTER CHANHASSEN. MN SITE PLAN REVIEW MARCH 149 2008 e Mechanical and Electrical Engineers 700 Rosedale Towers 1700 West Highway 36 Roseville, Minnesota 55113 (651)639-9606 FAX 639-9618 Project No. 79676 0 1 HER®Y CERTIFY THAT THIS PLAN SPECi1CAIION OR REPORT WAS PREPARED BY ME OR UNIJER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED ENCIEEt UNDER THE LAWS OF THE STATE OF MINNESOTA VT D. LANE HERSEY:/' D e DAZE ✓ *LJc. ND_ 1241E DATE J. SROGA DRAW, 0'.60 REVISIONS Non -Scannable Item Item Description C f=older Number Folder Name Job Number Box Number 4,0.4 YNikw tvw-. mi", m tAtos 52xI700MI I ;;•,: .