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CAS-07_AUDUBON CORPORATE CENTER/IDI DISTRIBUTORSNon -Scannable Item Item Description -� rrrrrrlrr�rrrrrrir �rl�rl�r�lr�rrr�r�r�rrrrirrrrr��irl�rrrrl��l� I I I�� Oolder Number Folder Nam® Job Number Box Number r '' a5 * I-: dCOMPACT 092 ReWritable -800 GO -DEPOT -800 463-3768 ficedepoLcom Z Zq. o� c,T-f SvWlmrw. CD-RW 1 2X 700MB IDI PigrRIwYp rot as eo�t s►6�.r 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 Shana N. Conklin David H. Schultz 1380 Corporate Center Curvc Suite 317 • Eagan, MN 55121 651-452-5000 Fu 651-452-5550 www.ck-IaW.eom CAMPBELL KNUTSON Professional Association November 12, 2013 RECEIVED NOV 14 2013 CITY OF CHANHASSEN Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Kim: L , Pursuant to our telephone conversation, enclosed herewith for your files is the original, recorded Site Plan Permit #08-07. Please note that this Site Plan Permit was recorded with the Carver County Recorder on October 2, 2013, as Document No. A 585090. If you have any questions regarding the above, please give me a call. cjh Enclosure 173428v1 Very truly yours, CAMPBELL KNUTSON Professional Association Carole J. Hoeft Legal Assistant Document No. OFFICE OF THE A 585090 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on October 02, 2013 4:30 PM Fee: $46.00 Mark Lundgren 1111111111111111111 County Recorder CITY OF CHANHASSEN SITE PLAN PERMIT #08-07 SPECIAL PROVISIONS AGREEMENT dated April 14, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation,i6b@6F6DffikgKft a Minnesota corporation (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Audubon Corporate Center ls` Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnishes 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 Houwman Architects, dated February 15, 2008, revised March 5, 2008 and April 4, 2008. Plan B-- Grading Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan C--Landscaping Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008. Plan D--Utility Plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan E--Erosion Control Plan/SWPPP prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. 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: Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. c. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. d. The future building expansion shall continue the same architectural detailing of the first phase of the building. e. The applicant shall meet minimum requirements in all bufferyard areas. f. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. g. The applicant shall meet minimum requirements for parking lot trees. h. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. i. The applicant shall use BWSR U8 in all graded areas along the eastern property line. j. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. k. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. m. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. n. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. o. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. p. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. q. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. s. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. t. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. u. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. v. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5A MSFC. w. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. x. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Cl y. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. z. Dumpsters, if placed outside, shall be properly screened. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN BY. l k ram - Thomas A. Furlong, MrC aAND: 4rkdjoy- 'iio;`dd Gerhardt, City Manager DEVELOPER: EDEN TRACE CORPORATION Its VUA- 5 STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 6Pday of 200e, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. k�-✓" t,u�co� — NO PUIdAC KAREN I ENGELHARDT Notary Public -Minnesota MY coffe"Oft Jan 31, Zln0 STATE OF MINNESOTA ) (ss. COUNTY OF I eI ) The foregoing instrument was acknowledged before me this aZ0= day of &+i ( , 2%Zby _Mari I Lt4 a jv6 A. , the President of Eden Trace Corporation, a Minnesota corporation, on behalf of the corporat' NOTARY P • DONNA Mt. U' 'D NOTARY PUBLIC-IINfE$OTA Yy Camm�fiDn E�pnE 7M. 01, S/0 I DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfrlling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be 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 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Sever -ability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless W 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. 10 W 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 25�: day of h-Ar 200? STATE OF MINNESOTA ) (ss COUNTY OF t fly The foregoin& instrument was acknowledged before me this —day off_, 20 CF, by 1psk p t -, the chief manager of table Holding Co. LLC, a Minnesota limited liability caulpany, on behalf company. 01 NOTARY P DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 • DONNA M.LEONARD NOTARY PUBLIC. LINNEBOTA W C� I*M J $1, 2010 woo • 11 i MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT �"�w ".`-1 �-1 LaJQb1��w� 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 fiill force and effect even if it forecloses on its mortgage. Dated this day of o �� . 20 . STATE OF MINNESOTA ) ( SS. COUNTY OF ) Y> FALGUNI S BflAHMBHATr NOTARY PUBLIC-WNNESOTA My Commission Eames Jan 31, 2013 The foregoing instrument was acknowledged before me this ';I-- day of ©QM UQ \ , 20 O by ( i k"'(3`M , i Bank Corporation, on its behalf. J NOTARY P JT�17, DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 ty OS-0-7 Meuwissen, Kim From: Meuwissen, Kim Sent: Friday, September 20, 2013 2:32 PM To: 'Carole Hoeft' Cc: Generous, Bob, Undestad, Mark Subject: Audubon Corporate Center/IDI Distributors Site Plan Agreement 2008-07 Recording Attachments: Site Plan Permit Recording Transmittal 8-8-08.pdf; Letter from CK 11-4-08.pdf; Site Plan Permit Mortgage Holder Consent Recording Transmittal 10-12-2010.pdf Carole, I do not have a record of the referenced and attached site plan agreement and associated mortgage holder consent forms ever being recorded. Could you please review the attached documents and give me a status update? I had been working with Sue Nelson on this for an extended period of time and would like to clear it from my "hold" basket in the near future. Call me if you have any questions. Thanks! Kim MEUWISSEN %P ®CITY CHANHASSEN SENIORR ADMINISTRATIVE SUPPORT SPECGWST 952-227-1 107 KMEUMSSENOCI.CHANHASSEN. MN. US Find us on Facebook 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. 10/12/10 08-07 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 10/5/10 08-07 Mortgage Holder Consent (Community Bank Corporation) to Site Plan Permit 08-07 Audubon Corporate Center/IDI Distributors THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return M For Recording ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints REMARKS Sue -Per my 10/12/10 email to you, attached is the mortgage holder consent from Community Bank Corporation to be recorded with the site plan agreement. COPY TO: Mark Undestad, Eden Trace Corporation d enclosures are not as noted, kindly notify us at once. SCANNED 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 fiill force and effect even if it forecloses on its mortgage - Dated this :V' day of d tl� STATE OF MINNESOTA ) COUNTY OF� ) ( SS. The foregoing instrument was 20lO,by (1r):lk% -M DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 20t�. ---------------- FALGUNI S BRAHMBHATT NOTARY PUBLIC-MINNESOTA [e::kly CoT issm E*Wes Jan 31, 2013 acknowledged before me this day of ©CtID bQA , NOTARY P SCANNED 0'ir . g Meuwissen, Kim From: Meuwissen, Kim Sent: Wednesday, September 29, 2010 2:55 PM To: Undestad, Mark Cc: Generous, Bob Subject: FW: Audubon Corporate Center/IDI Distributors Mortgage Holder Consent from Associated Bank Attachments: MORTGAGE HOLDER CONSENT PG 13.doc; Site Plan agreement.DOC Mark, Can you please call me at your earliest convenience about this? We still need this document in order to record the site plan agreement. Thanks! Kim NfEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAI LTC): KMEUWISSEV @CLCHANHASSEN. MN. US ©Rid us on Facebook From: Meuwissen, Kim Sent: Tuesday, December 15, 2009 10:58 AM To: 'Mark Undestad' Cc: Generous, Bob; 'Nelson, Charles' Subject: Audubon Corporate Center/IDI Distributors Mortgage Holder Consent from Associated Bank Mark, Attached is a copy of the site plan permit for Audubon Corporate Center/IDI Distributors along with the mortgage holder consent document (page 13) which needs to be executed by Associated Bank. Please have the mortgage holder consent document executed and returned to my attention at your earliest convenience. Thanks! Kim NfEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAI LTO: KMEUWISSEN@CI. CHANHASSEN. MN. US Meuwissen, Kim From: Meuwissen, Kim Sent: Thursday, May 13, 2010 3:21 PM To: 'Sue Nelson' Cc: Generous, Bob Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Attachments: Site Plan agreement.DOC Sue, According to my notes, the referenced site plan permit was never recorded because we were waiting for Mark Undestad to obtain a mortgage holder consent from Associated Bank. My last conversation with Mark on this subject was December 15, 2009. At that time he asked me to email him the site plan agreement and consent form, which I did. To date, I have not received the executed mortgage holder consent. In discussing this matter with Bob Generous today, he suggested I contact you to determine if it would still be necessary to record the site plan permit because a Certificate of Occupancy has already been issued for the site; however, Phase II of the project has yet to occur, and the site plan agreement references both phases. Please advise as to whether I should continue pursuing obtaining the required mortgage holder consent from Associated Bank. I have attached a copy of the site plan permit for reference. Thanks! Kim MEUWISSEN CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAILTO: KMEUWISSEN@CI.CHANHASSEN. MN. US ©Fills US on -� Facebook 1 �d :i�' 2 4q c r\ - ax Meuwissen, Kim From: Meuwissen, Kim Sent: Tuesday, December 15, 2009 10:58 AM To: 'Mark Undestad' Cc: Generous, Bob; 'Nelson, Charles' Subject: Audubon Corporate Center/IDI Distributors Mortgage Holder Consent from Associated Bank Attachments: MORTGAGE HOLDER CONSENT PG 13.doc; Site Plan agreement.DOC; image001.jpg; image002.gif Mark, Attached is a copy of the site plan permit for Audubon Corporate Center/IDI Distributors along with the mortgage holder consent document (page 13) which needs to be executed by Associated Bank. Please have the mortgage holder consent document executed and returned to my attention at your earliest convenience. Thanks! Kim MEUW/SSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAI LTO: KMEUWISSEN@CI. CHANHASSEN. MN. US ©Find us on Facebook ia---iS�-o¢9 34-I-0-70?- ca-C L vrvc_ iceu dd Vim - As-�cry a,v"d .vw— f� Z,mu..P S PA beZwL Meuwissen, Kim From: Meuwissen, Kim Sent: Tuesday, December 15, 2009 10:23 AM To: 'Mark Undestad' Subject: FW: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Attachments: image001.jpg; image002.jpg; image003.gif; image004.gif Mark, Could you please contact me as soon as possible regarding this site plan permit? Thanks! Kim MEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAIL TQ:KMEUVVI SSENC-)CI. CHANHASSEN. MN. US ©-- Find us on Facebook From: Meuwissen, Kim Sent: Monday, November 02, 2009 3:34 PM To: 'Mark Undestad' Cc: Generous, Bob; 'Sue Nelson' Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Mark, We are still waiting on the mortgage holder consent from Associated Bank in order to record the Site Plan Permit for Audubon Corporate Center/IDI Distributors. Please contact me at your earliest convenience to discuss and resolve. Thank you for your immediate attention to this matter. Kim MEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 IAI LTO: KA1 EULVISSE:NCDCI. CH.ANHASSEV. MN. G'- Find us on Facebook From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Monday, November 02, 2009 9:24 AM To: Meuwissen, Kim Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Hi Kim, Sorry it has taken so long to respond, but I have been out with the flu since Friday, Oct. 23rd - today is my first day back. This one is still in my "on hold" pile, so I can only assume that it hasn't been resolved yet. Please advise once you hear back from Mark Unddstad as to the status of the Associated Bank consent. Susan?(,. Nelson, Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandate Office Center 1380 Corporate Center Curve Eagan, MN 55121 (651) 234-6222 snelsonLa, ck-law.com From: Meuwissen, Kim[mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Tuesday, October 27, 2009 1:51 PM To: Sue Nelson Cc: Undestad, Mark; Generous, Bob Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Sue, Has this been resolved yet? I had forwarded this email to Mark Undestad last November but don't have a record of receiving the mortgage holder consent from Associated Bank. Is this still required? If not, I will contact Mark to obtain the necessary consent. KmiMEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 :A/AI LTO: KAI EUW ISSEN@Cl. CHANHASSEN..MN. US ©Fhd u3 an Facebook e°rom: Sue Nelson [mailto:SNelson@ck-law.coml Sent: Tuesday, November 04, 2008 4:21 PM To: Meuwissen, Kim Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Hi Kim, I received the mortage holder consent to Site Plan Permit 09-07 you sent me which was executed by Community Bank Corporation and this new mortage was recorded against the title to Lot 1, Block 1, Audubon Corporate Center I st Addition on October 27, 2008 as Document No. A491022; however, the mortgage held by Associated Bank, National Association which was recorded on July 28, 2008 as Document No. A487158 is still of record, so we will also need a mortage holder consent to Site Plan Permit 09-07 executed on behalf of Associated bank. Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com -----Original Message ----- From: Meuwissen, Kim[mailto:kmeuwissen@ci.chanhassen.mn.usl Sent: Wednesday, October 29, 2008 8:17 AM To: Sue Nelson Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Sue, I finally received a lienholder consent for this site plan permit; however, there is a new mortgage with Community Bank Corporation and they signed the consent. I will mail it to you today. Let me know if you need anything else. Kim From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Friday, September 05, 2008 12:17 PM To: Meuwissen, Kim Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Kim, On August 8, 2008 you sent Site Plan Permit 08-07 (Audubon Corporate Center/IDI Distribuhirs) to . me for review and recording. I always check the County land title records on recording documents before I send them in for recording to make sure all fee owner and lienholders are correct. When I did so for this site plan permit I found that the fee owner (Equitable Holding Co. LLC - which signed a consent to the permit) took out and filed a mortgage with Associated Bank on July 28, 2008 which was a little over a week BEFORE you sent the permit to me for review and recording. Since you typically get lienholder consents to site plan permits as well as fee owner consents, I think we should do the same for this one. I have attached a copy of the recorded mortgage for your information. Would you please prepare the necessary consent, obtain the required signatures and sent to me for filing with the permit? Thanks! Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com Meuwissen, Kim From: Meuwissen, Kim Sent: Monday, November 02, 2009 3:34 PM To: 'Mark Undestad' Cc: Generous, Bob; 'Sue Nelson' Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Mark, We are still waiting on the mortgage holder consent from Associated Bank in order to record the Site Plan Permit for Audubon Corporate Center/IDI Distributors. Please contact me at your earliest convenience to discuss and resolve. Thank you for your immediate attention to this matter. \\I. Kim MEUWmSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAI LTO: KMEUWISSEN@CI.CHANHASSEN. MN. US Find us on Faceb©ok From: Sue Nelson [mailto:SNelson@ck-law.com] VA Sent: Monday, November 02, 2009 9:24 AM To: Meuwissen, Kim Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Hi Kim, 2� (s, / —G-7-1 — Sorry it has taken so long to respond, but I have been out with the flu since Friday, Oct. 23rd - today is my first day back. This one is still in my "on hold" pile, so I can only assume that it hasn't been resolved yet. Please advise once you hear back from Mark Unddstad as to the status of the Associated Bank consent. Susan `I(. Nefson, Leal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Cun-e Eagan, MN 55121 (651) 234-6222 snetsoniack-law.com From: Meuwissen, Kim[mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Tuesday, October 27, 2009 1:51 PM To: Sue Nelson Cc: Undestad, Mark; Generous, Bob Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Sue, Has this been resolved yet? I had forwarded this email to Mark Undestad last November but don't have a record of receiving the mortgage holder consent from Associated Bank. Is this still required? If not, I will contact Mark to obtain the necessary consent. Kim MEUWISSEN !%CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 M1IAILTO: K:IIEUWISSENCDCI. CHANHASSEN..MN. US Find us on Facebook From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Tuesday, November 04, 2008 4:21 PM To: Meuwissen, Kim Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDl Distributors) Hi Kim, I received the mortage holder consent to Site Plan Permit 09-07 you sent me which was executed by Community Bank Corporation and this new mortage was recorded against the title to Lot 1, Block 1, Audubon Corporate Center 1st Addition on October 27, 2008 as Document No. A491022; however, the mortgage held by Associated Bank, National Association which was recorded on July 28, 2008 as Document No. A487158 is still of record, so we will also need a mortage holder consent to Site Plan Permit 09-07 executed on behalf of Associated bank. Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com -----Original Message ----- From: Meuwissen, Kim [mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Wednesday, October 29, 2008 8:17 AM To: Sue Nelson Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate CentedIDI Distributors) Sue, I finally received a lienholder consent for this site plan permit; however, there is a new mortgage with Community Bank Corporation and they signed the consent. I will mail it to you today. Let me know if you need anything else. Kim From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Friday, September 05, 2008 12:17 PM To: Meuwissen, Kim Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDl Distributors) Kim, On August 8, 2008 you sent Site Plan Permit 08-07 (Audubon Corporate Center/IDI Distributors) to me for review and recording. I always check the County land title records on recording documents before I send them in for recording to make sure all fee owner and lienholders are correct. When I did so for this site plan permit I found that the fee owner (Equitable Holding Co. LLC - which signed a consent to the permit) took out and filed a mortgage with Associated Bank on July 28, 2008 which was a little over a week BEFORE you sent the permit to me for review and recording. Since you typically get lienholder consents to site plan permits as well as fee owner consents, I think we should do the same for this one. I have attached a copy of the recorded mortgage for your information. Would you please prepare the necessary consent, obtain the required signatures and sent to me for filing with the permit? Thanks! Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 I Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651)452-5550 Email: snelson@ck-law.com Meuwissen, Kim From: Meuwissen, Kim Sent: Thursday, November 06, 2008 10:10 AM To: 'Mark Undestad' Cc: Generous, Bob; 'Sue Nelson' Subject: FW: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Attachments: MORTGAGE HOLDER CONSENT PG 13.doc Mark, In order to record the referenced site plan agreement, apparently we still need a mortgage holder consent executed on behalf of Associated Bank (see email from City Attorney's office below). Please have Associated Bank execute the attached mortgage holder consent and return to me as soon as possible in order to get the site plan agreement recorded. Thanks! Kim Meuwissen Planning Secretary City of Chanhassen 952-227-1107 952-227-1907 (fax) kmeuwissen@ci.chanhassen.mn.us From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Tuesday, November 04, 2008 4:21 PM To: Meuwissen, Kim Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Hi Kim, I received the mortage holder consent to Site Plan Permit 09-07 you sent me which was executed by Community Bank Corporation and this new mortage was recorded against the title to Lot 1, Block 1, Audubon Corporate Center 1 st Addition on October 27, 2008 as Document No. A491022, however, the mortgage held by Associated Bank, National Association which was recorded on July 28, 2008 as Document No. A487158 is still of record, so we will also need a mortage holder consent to Site Plan Permit 09-07 executed on behalf of Associated bank. Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com ---Original Message -- From: Meuwissen, Kim [mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Wednesday, October 29, 2008 8:17 AM To: Sue Nelson Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Sue, I finally received a lienholder consent for this site plan permit; however, there is a new mortgage with Community Bank Corporation and they signed the consent. I will mail it to you today. Let me know if you need anything else. Kim From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Friday, September 05, 2008 12:17 PM To: Meuwissen, Kim Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Kim, On August 8, 2008 you sent Site Plan Permit 08-07 (Audubon Corporate Center/IDI Distributors) to me for review and recording. I always check the County land title records on recording documents before I send them in for recording to make sure all fee owner and lienholders are correct. When I did so for this site plan permit I found that the fee owner (Equitable Holding Co. LLC - which signed a consent to the permit) took out and filed a mortgage with Associated Bank on July 28, 2008 which was a little over a week BEFORE you sent the permit to me for review and recording. Since you typically get lienholder consents to site plan permits as well as fee owner consents, I think we should do the same for this one. I have attached a copy of the recorded mortgage for your information. Would you please prepare the necessary consent, obtain the required signatures and sent to me for filing with the permit? Thanks! Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com Meuwissen, Kim From: Sue Nelson ISNelson@ck-law.com] Sent: Tuesday, November 04, 2008 4:21 PM To: Meuwissen, Kim Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Hi Kim, I received the mortage holder consent to Site Plan Permit 09-07 you sent me which was executed by Community Bank Corporation and this new mortage was recorded against the title to Lot 1, Block 1, Audubon Corporate Center 1st Addition on October 27, 2008 as Document No. A491022; however, the mortgage held by Associated Bank, National Association which was recorded on July 28, 2008 as Document No. A487158 is still of record, so we will also need a mortage holder consent to Site Plan Permit 09-07 executed on behalf of Associated bank. Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com -----Original Message ----- From: Meuwissen, Kim [mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Wednesday, October 29, 2008 8:17 AM To: Sue Nelson Subject: RE: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Sue, I finally received a lienholder consent for this site plan permit; however, there is a new mortgage with Community Bank Corporation and they signed the consent. I will mail it to you today. Let me know if you need anything else. Kim From: Sue Nelson [mailto:SNelson@ck-law.com] Sent: Friday, September 05, 2008 12:17 PM To: Meuwissen, Kim Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Kim, On August 8, 2008 you sent Site Plan Permit 08-07 (Audubon Corporate Center/IDI Distributors) to me for review and recording. I always check the County land title records on recording documents before I send them in for recording to make sure all fee owner and lienholders are correct. When I did so for this site plan permit I found that the fee owner (Equitable Holding Co. LLC - which signed a consent to the permit) took out and filed a mortgage with Associated Bank on July 28, 2008 which was a little over a week BEFORE you sent the permit to me for review and recording. Since you typically get lienholder consents to site plan permits as well as fee owner consents, I think we should do the same for this one. I have attached a copy of the recorded mortgage for your information. Would you please prepare the necessary consent, obtain the required signatures and sent to me for filing with the permit? Thanks! Susan R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651)452-5550 Email: snelson@ck-law.com Meuwissen, Kim From: Meuwissen, Kim Sent: Friday, September 05, 2008 3:48 PM To: 'Mark Undestad' Cc: Generous, Bob;'snelson@ck-law.com' Subject: FW: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) Attachments: Equitable Holding -Associated Bank Mtg.pdf; Site Plan agreement.DOC Mark, Could you please have the mortgage company sign off on page 12 of the attached site plan agreement and return it to my attention so that we can get the site plan agreement recorded? See below. Contact me if you have questions. Thanks! Kim Meuwissen Planning Secretary City of Chanhassen 952-227-1107 952-227-1907(fax) kmeuwissen@ci.chanhassen.mn.us G i`ieL� /f occk��d �� �,p rc. 0� 0 �t From: Sue Nelson [mailto:SNelson@ck-law.com]� Sent: Friday, September 05, 2008 12:17 PM To: Meuwissen, Kim Subject: SITE PLAN PERMIT 08-07 (Audubon Corporate Center/IDI Distributors) • Kim, On August 8, 2008 you sent Site Plan Permit 08-07 (Audubon Corporate Center/IDI Distributors) to me for review and recording. I always check the County land title records on recording documents before I send them in for recording to make sure all fee owner and lienholders are correct. When I did so for this site plan permit I found that the fee owner (Equitable Holding Co. LLC - which signed a consent to the permit) took out and filed a mortgage with Associated Bank on July 28, 2008 which was a little over a week BEFORE you sent the permit to me for review and recording. r Since you typically get lienholder consents to site plan permits as well as fee owner consents, I think we should do the same for this one. I have attached a copy of the recorded mortgage for your information. Would you please prepare the necessary consent, obtain the required signatures and sent to me for filing with the permit? Thanks! Suson R. Nelson Legal Assistant CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Direct Dial: (651) 234-6222 Office Phone: (651) 452-5000 Fax: (651) 452-5550 Email: snelson@ck-law.com statusoReport Wednesday,t •' zcao .nl S M T W T FS SM T WT F,$' $,MT WT F.S 2 3 4 2...3..4...5 _6.-.;...8 .a,..f..8...9 ffi io i4'7z 13 is if 1e'Y62621" 2 25."zi'zY"23 a'z8 i6"i9'W';H'22 23 24 28 26 27 2e .29 g-. i �29'3'd 31 ... MB 26'27 28 29 3b' 31................_ <.,.. ........... ............. Securities 51 7ar[ Due S - P -.- Category oaseriPtion 6/152011 6/152011 ® Cash Escrow Audubon Corporate Center/IDI Distributors Site Plan Permit 08-07 $1,000 (original amount $5,000) Blvd. restoration/erosion control/landscaping Check # 13290 from Eden Trace Corp. received 8-26-08 Notify Bob Generous 102/08 - Per Jill, check status 611109. 72109 - Notified Bob & Jill. Kim 718/09 - Per Jill site incomplete. Check status 8/3/09. Kim 7/30/09-Notified Bob/Jill. Kim 7130/09 - Per Jill check status 8/24/09. Kim 92/09 - Jill, status? Kim 10/2/09 - Jill, status? Kim 1020/09 - Per Jill, ok to release $4,000, leaving a balance of $1,000. Check requested from Finance. Kim 10-29-09 Mailed $,4000 check #14327 with letter to Mark Undestad. Remaining balance is $1,000. Check status 6/15/10 6/18/10 - Notified Bob/Jill. Kim 7/15110 - Per Jill there is one dead tree. She will notify Mark Undestad. Kim 11/18/10 -Notified Bob/Jill. Kim 11/I8/ 10 Per Jill, Mark Undestad was notified to replace the trees in the summer of 2010 which has not been done. Check status 6/15/11. Kim 7/9/11 -Notified Bob/Jill. Kim 7/19/11 -Per Jill, the tree has been replaced and the escrow can be released. Requested $1.000 check from Finance. 7/28/I l - Mailed $1,000 check with later. Activity closed. 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Oldus Cevebgn¢nl Lore. 7I2WnII al 9 W AM S=StMl P=PnWy Peet July 28, 2011 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Mr. Mark Undestad Administration Eden Trace Corporation Phone:952.227.1100 8156 Mallory Court Fax:952.227.1110 Chanhassen, MN 55317 Building Inspections Phone: 952.227.1180 Re: Audubon Corporate Center/IDI Distributors Site Plan Agreement Fax:952.227.1190 Final Release of Cash Escrow Planning Case 08-07 Engineering Phone: 952.227.1160 Dear Mark: Fax: 952.227.1170 Finance Enclosed please find a check in the amount of $1,000 which represents a final Phone 952.227.1140 refund of the $5,000 cash escrow provided to the City with the above -referenced Fax:952.227.1110 site plan agreement. Park 8 Recreation If you have any questions, feel free to contact me at 952-227-1133 or Phone: 952.227,1120 isinclair@ci.chanhassen.mn.us. Fax:952.227.1110 Recreation Center Sincerely, 2310 Coulter Boulevard Phone: 952.227.1400 Fax:952.227.1404 Ji Sinclair Planning & Environmental Resource Specialist Natural Resources Pe Phone: 952.227.1130 Fax:952.227.1110 Enclosure Public Works 7901 Park Place c: Robert Generous, Senior Planner Phone: 952.227.1300 Fax: 952.227.1310 g \piw\2008 planning cases\08-07 audubon corporate center-idi distributors\08-07 escrow release letter 7-28-11 _doe Senior Center Phone: 952.227.1125 Fax:952.2271110 Web Site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Todayand Planning for Tomorrow M81 MARSHALL 8 ILSLEY BANK CITY CHANHASSEN 115g'0 149780 7700 MARKET BLVD., BO. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay ONE THOUSAND AND XX / 100 To the order of EDEN TRACE CORPORATION MARK UNDESTAD 8156 MALLORY COURT CHANHASSEN, MN 55317 Date Amount 7/28/2011 $1,000.00 l G M L- THE REVERSE SIDE OF THIS DOCUMENT INCLUDES AN N FIC1AL WRTENMMK-NOLO AT AN ANGLE TO VIEW i 9 - Check Date: 7/28/2011 Vendor No: EDETRA Check Amount: $1,000.00 Vendor Name: EDEN TRACE CORPORATION Vendor Acct No: Invoice Number Date Description GL Account 072111 7/21/2011 Security Escrow: Audubon Corp/1DI Dist 815-8221-2024 Amount 1,000.00 Meuwissen, Kim From: Sinclair, Jill Sent: Monday, July 18, 2011 4:17 PM To: Meuwissen, Kim, Generous, Bob Subject: RE: Audubon Corporate Center/IDI Distributors Cash Escrow The tree has been replaced. The remaining escrow can be released. Jill Sinclair Environmental Resources Specialist City of Chanhassen 95'?-327-1133 From: Meuwissen, Kim Sent: Friday, July 08, 2011 11:26 AM To: Generous, Bob; Sinclair, Jill Subject: Audubon Corporate Center/IDI Distributors Cash Escrow Bob/Jill, Status? Cash Escrow Audubon Corporate Center/IDI Distributors Site Plan Permit 08-07 $1,000 (original amount $5,000) Blvd, restoration/erosion control/landscaping Check #13290 from Eden Trace Corp. received 8-26-08 Notify Bob Generous 10/2/08 - Per Jill. check status 6/1/09 7/2/09 - Notified Bob & Jill. Kim 7/8/09 - Per Jill site incomplete. Check status 813/09. Kim 7/30/09 - Notified Bob/Jill. Kim 7/30109 - Per Jill check status 8/24/09. Kim 9/2/09 - Jill, status? Kim 10/2/09 - Jill, status? Kim 10/20/09 - Per Jill, ok to release $4.000, leaving a balance of $1,000. Check requested from Finance. Kim 10-29-09 Mailed $A000 check #14327 with letter to Mark Undestad. Remaining balance is $1,000. Check status 6/15/10 6/18/10 - Notified Bob/Jill. Kim 7/15/10 - Per Jill there is one dead tree. She will notify Mark Undestad. Kim 1 11/18110 - Notified Bob/Jill. Kim 11/18/10 Per Jill, Mark Undestad was notified to replace the trees in the summer of 2010 which has not been done. Check status 6/15/11. Kim 7/8/11 - Notified Bob/Jill. Kim Kim MEUwISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAI LTO: kMEL'YL'ISSENL�G.CNAN'N,4SSE;V1vt:�. i� 9 Status Report 6115/10 PLAMOR2 oa T T F S 415 6 18 12 34s ....................................— 7' %/ Securities ISlart Due 5 P Category Description ,A04>.... WI1/10 W15/10 F Cash Escrow Audubon Corporate Center/ml Distributors Site Plan Permit 08-07 $1,000 (original amount $5,000) Blvd. resmratioNerosion control/landscaping Check #13290 from Eden Trace Corp. received 8-26-08 Notify Bob Generous 10/2/08 - Per Jill, check status 611/09. 7/2109 - Notified Bob & Jill. Kim 7/8/09 - Per Jill site incomplete. Check status 8/3/09. Kim 7/30/09 - Notified Bob/Jill. Kim 7/30/09 - Per Jill check status 8/24/09. Kim 9/2J09 - Jill, status? Kim 1012/09 - Jill, status? Kim 1020/09 - Per Jill, ok to release $4,000, leaving a balance of $1,000. Check requested from Fnance. Kim 10-29-09 Mailed $.4000 check #14327 with letter to Mark Undestad. Remaining balance is $1,000. Check status 6/15/10 02 Low D-ebgne,x Cw 10lB'W Ytr:W NA s-s P-F ft Pget CITY OF CHMNSEN October 29, 2009 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Mr. Mark Undestad Eden Trace Corporation AdminisiraNen 8156 Mallory Court PM:952.227.1100 Chanhassen, MN 55317 Fax:952.227.1110 gN h Re: Audubon Corporate Center/IDI Distributors Site Plan Agreement Phooe:952.227.1180 Partial Release of Cash Escrow Fax:952.227.1190 Planning Case 08-07 En9n9 Dear Mark: Phone:952.227.1160 Fax:952.227.1170 Enclosed please find a check in the amount of $4,000 which represents a partial Firon refund of the $5,000 cash escrow provided to the City with the above -referenced Phone:952.227.1140 site plan agreement. Fax 952.227.1110 If you have any questions, feel free to contact me at 952-227-1133 or Pa* &Remotion iinclair@ci.chanhassen.mn.us. Phone: 952,227.1120 Fax:952.227.1110 Sincerely, (� Recreation Center 2310 Cauher Boulevard tYrY1�C IW11N, Phorie:952.227.1400 Fax:952.227.1404 it Sinclair Flaming& Environmental Resource Specialist Nahral Beso rm Phone:952.227.1130 Enclosure Fax:952.227.1110 PUNICWorks c: Robert Generous, Senior Planner 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 g_ plan 2008 planning cases\08 W audubon corporate cente -idi distributorsescrow refund letter 10 29-09.doc Senior Center Pfgne: 952.227.1125 Fax 952.227.1110 Web Sile viwvr d.dgnhassen.mn.us Chanhassen is a Community for file - Provding forToday and Planriug for Tomorrow SCANNED M&1 MARSHALL &ILSLEY BANK 143297 CITY OF CHANHASSEN n-115/910 7700 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay FOUR THOUSAND AND XX / 100 To the order of EDEN TRACE CORPORATION MARK UNDESTAD 8156 MALLORY COURT CHANHASSEN, MN 55317 Date 10/29/2009 III L43 29?u• 1:09 100 L LS?t: 004461@14?0?Sill �L) .Q.�c Check Date: 10/29/2009 Vendor No: EDETRA Check Amount: $4,000-00 Vendor Name: EDEN TRACE CORPORATION Vendor Acct No: Invoice Number Date Description GL Account Amount 102709 10/27/2009 Security Escrow: 8303 Audubon Rd 815-8221-2024 4,000.00 Amount $4,000.00 Meuwissen, Kim From: Sinclair, Jill Sent: Tuesday, October 20, 2009 11:39 AM To: Meuwissen, Kim Subject: RE: Audubon Corporate Center/IDI Bob never replied. Let's retain $1K. Jill Sinclair Environmental RUISOUR (IS Specialist Cityof Chanhassen 952-227-1 1:;:; From: Meuwissen, Kim Sent: Tuesday, October 20, 2009 9:10 AM To: Sinclair, Jill; Generous, Bob Subject: RE: Audubon Corporate Center/IDI Did you want to retain $1,000 then instead of $500 (10%)? 1 wasn't sure if you were still conferring with Bob on this one. Please advise. Kim MEUWISSEN *CI l Y OF CHANHASSEN PLANNING SECRETARY 952-227-1 107 MAI LT0:KM EUWI SSEN@CI. CHANHASSEN. MN. US InFind us on Facebook From: Sinclair, Jill Sent: Wednesday, October 07, 2009 10:01 AM To: Meuwissen, Kim; Generous, Bob Subject: RE: Audubon Corporate Center/IDI Landscaping has been installed. Need to hold 10%, but $500 seems too low. How is it only a $5000 escrow for such a large site? Can we hold $1000? Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-22 7-1 From: Meuwissen, Kim Sent: Friday, October 02, 2009 3:27 PM To: Generous, Bob; Sinclair, Jill Subject: Audubon Corporate Center/IDI Bob/Jill 1 Status? Kim Kim MEUWISSEN *CITY OF CH.ANHASSEN PLANNING SECRETARY 952-227.1 107 MAlL70: K:MEU:4'155E:'V@Ct. CHA.NHASSE:�,'. At!V. LS InFind us MI Fac_ebook_ Cash Escrow Audubon Corporate Center/IDI Distributors Site Plan Permit 08-07 $5,000 (blvd. restoration/erosion control/landscaping) Check #13290 from Eden Trace Corp. received 8-26-08 Notify Bob Generous 10/2/08 - Per Jill, check status 6/1/09. 7/2/09 - Notified Bob & Jill. Kim 7/8/09 - Per Jill site incomplete. Check status 8/3/09. Kim 7/30/09 - Notified Bob/Jill. Kim 7/30/09 - Per Jill check status 8/24/09. Kim 9/2/09 - Jill, status? Kim 10/2/09 - Jill, status? Kim e 04b -01 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/26/2008 11:10 AM Receipt No. 0079576 CLERK: bethany PAYEE: Eden Trace Corp. 8156 Mallory Court Chanhassen MN 55317-8586 Cash Escrow, Audubon Corporate Center/IDI Distributors Security 8303 Audubon Road ------------------------------------------------------- Security Escrow 5,000.00 Total Cash Check 13290 Change 5,000.00 lU -al-o9 ej 0.00 5,000.00 0.00 00 coo SCANNED pQ' -d-1 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/26/2008 11:10 AM Receipt No. 0079576 CLERK: bethany PAYEE: Eden Trace Corp. 8156 Mallory Court Chanhassen MN 55317-8586 Cash Escrow, Audubon Corporate Center/IDI Distributors Security 8303 Audubon Road ------------------------------------------------------- Security Escrow 5,000.00 Total Cash Check 13290 Change 5,000.00 0.00 5,000.00 0.00 SCANNED EDEN TRACE CORP. City of Chanhassen 8303 Audubon Road Security -T Dr 8/18/2008 13290 Checking Security 8303 Audubon Road 5,000.00 NA-026620-03B ce -U7 (V.2.02 for MS WORD) 9/172007 Minnesota Local/State/Federal Application Form for Water/Wetland Projects For Internal Use Only Application No. Field Office Code Date Initial Application Received Date initial Application Deemed Complete PART I: BASIC APPLICATION "See HELP" directs you to important additional information and assistance in instructions, Page 1. I. LANDOWNERIAPPLICANT CONTACT INFORMATION (See Help 1) Name: Eden Trace; Mark Undested Phone: (952) 361-0722 E-mail: Complete mailing address: 8156 Mallory Court, Chanhassen, MN 55317 IA. AUTHORIZED AGENT (See Help L4) (Only if applicable; an agent is not required) Name: MFRA; Todd Ullom Phone: (763) 476-6010 E-mail: tulloon@mfracom Complete mailing address: 14800 2e Ave North, Suite 140, Plymouth, MN 55447 2. NAME, TYPE AND SIZE OF PUBLIC WATERS or WETLANDS IMPACTED (Attach Additional Project Area sheets if needed) Name or I.D. # of Waters Impacted (if applicable; if known): (Cheek all that apply): ❑ Lake ❑ River ❑ Circular 39 Weiland type: ❑ I, ❑ 1L, ® 2, ❑ 3, ❑ 4, ❑ 5, ❑ 6, ❑ 7, ❑ 8 Wetland plant community type(: ❑ shallow open water, ❑ deep marsh, ❑ shallow marsh, ❑ sedge meadow, ® fresh meadow, ❑ wet to wet-mesic prairie, ❑ calcareous fea, ❑ open bog or coniferous bog ❑ shrub-carr/alder thicket, ❑ hardwood swamp or coniferous swamp, ❑ floodplain forest, ❑ seasonally flooded basin Indicate size of entire lake or wetland (check one): ❑ Less than 10 acres (indicate size: ) ❑ 10 to 40 acres ❑ Greater than 40 saes 3. PROJECT LOCATION (Information can be found on property tax statement, property title or title insurance): Project stied address: Fire #: City (if applicable): Vadnais Heights % Section: SW Section: 14 Township #: 116N Range #: 23W County: Carver Lot #: Block: Subdivision: Watershed (name or #) Riley -Purgatory -Bluff UTM location: N Attach a simple site locator map. If needed, include on the map written directions to the site from a known location or landmark, and provide distances from known locations. Label the sheet SITE LOCATOR MAP. 4. TYPE OF PROJECT: Describe the type of proposed work. Attach TYPE OFPROJECT street if neede(L warehouse development - please see attached site plan 5. PROJECT PURPOSE, DESCRIPTION AND DIMENSIONS; Describe what you plan to do and why it is needed, how you plan to construct the project with dimensions (lengtb, width, depth), area of impact, and when you propose to construct the project This is the most Important part of your application. See HELP 5 before completing this section; see What To Include on Plans ¢nstrvc6ons, page 1). Attach PROJECT DESCRIPTION sheet The project will involve the construction of a 44,600 SF industrial / office structure and associated parking lots and access roads. Stormwater ponding for the proposed project will be completed by expanding the neighboring stormwater pond. A 5,668 SF man-made wetland (incidental) will be impacted as part of the proposed project Footprint of project 0.13 acres or 5,668 square feet drained, filled or excavated. 6. PROJECT ALTERNATIVES: What alternatives to this proposed project have you considered that would avoid or minimize impacts to wetlands or waters? List at least TWO additional alternatives to your project m Section 5 that avoid wetlands (one of which may be "no build" or "do nothmg"), and explain why you chose to pursue the option described in this application over these alternatives. Attach PROJECT ALTERNATIVES shed if needed. Not Applicable 7. ADJOE41NG PROPERTY OWNERS: For projects that impact more than 10,000 square fed of water or wetlands, list the complete mailing addresses of adjacent property owners on an attached separate sheet (See HELP 7) 8. PORTION OF WORK COMPLETED: Is any portion of the work in wetland or water areas already completed? ❑ Yes ONO. If yes, describe the completed work on a separate sheet of papa labeled WORK ALREADY COMPLETED. (See HELP 8) 9. STATUS OF OTHER APPROVALS: List any other permits, reviews or approvals related to this proposed project that are either pending or have already been approved or denied on a separate attached sheet. See HELP 9. 10. 1 am applying for state and local authorization to conduct the work described in this application. I am familiar with the information contained in this application. To the best of my knowledge and belief, all information in Part I is true, complete, and accurate. I possess the authority to undertake the work described or I am acting as the duly authorized agent of the applicant. Vy5!��- T' _f 3 --k, o .�.a�kl Signature of applicant (l; m Vwwr) Date Signature of agent (if applicable) Date Ws block must be signed by the person who desires to undertake the proposed activity and has the necessary property rights to do so. If only the Agent has signed please attach a separate sheet signed by the landowner, giving necessary authorization to the Agent 'See Wetland Plana and Plant Commanides of Minnesota and Wacomin (Eggers and Reed 1997) as modified by the Board of Water and Soil Resources, United States Army Corps of Engineers. SCANNED �_.._.. ,he time for reviewing instructions, earthing existing date mantes, Ptberag and mantaang the dam needed, end completing end reviewing the mlkotim of mfonemna. Surd cummeoh regarding this burden estimate or any oaror aspect of this waeetion ofinfomution, including suggestions far reducing this burden, to Depetment of Doles". Washington Headqusners Service Direcmrste uflnformation Opeamms and Reports, 1215 Iefierson Davis Highway, Suite 1204, Arliaglao, VA 222024302; and to the Offs of Masegcraeat end Budget Paperwork Reduct[m Project (0710-0003), Washington, DC 20503. Respoadents should be aware that notwithstanding my other provision of law, no person shall be subject to any penalty for fading to comply with a collection of infomatim Wit does rot display a currently valid OMB control number. PNaw DO NOT RETURN yourfans to either of these addresses. Completed applications must be submitted to the District engineer having jutivdictiou over the location oftbe proposed activity. PRIVACY ACr STATEMENT: Authorities: Rivers and Hirbo s Act, Section 10, 33 USC 403; Clean Water Act, Section 404,33 USC 1344; Maim Protection. Research and Sm n man At 33 USC 1413, Sectlm 103. Principal purpose: Information provided on this form will be used in evaluating the application for a permit. Routine uses' This information may be shared with theDeparmrent oflustim and other Federal, slate, and local government agmdc Submission of royuested id'ormalion u wluotery; however, if information'm not pnovald, the Puma applimo, manta be evaluated permit be issued. ITEMS 1 THROUGH 4 TO BE FILLED IN BY THE CORPS 1. APPLICATION NO. 1 2 FIELD OFFICE CODE 13. DATE RECIIY&D 1 4. DATE APPLICATION COMPLETED YOU DO NOT NEED TO COMPLETE ITEMS 6-10 and 12-25 in the SHADED AREAS. AU applicants must complete non -shaded items 5 and 26. If an agent is used, also complete items 8 and 11. This optional Federal form is valid for use on[v when included as part of this entire state application packet - 5. APPLICANT'S NAME Eden Trace; Mark Undestad 11. STATEMENT OF AUTHOR[ZAITON (rf applicable; complete only rf authorizing an agent) I hereby authorize MFRA to act on my behalf as my agent in the processing of this application and to furnish, upon request 26. Application is hereby made for a permit or permits to authorize the work described in this application, I certify that the information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. ��4a v� 3 —3— o,0 Signahae of applicant Date Signature of agent (if my) Date The application most be signed by the persea who desires to undertake the proposed activity (applicant), or it may be signed by a duly authorized agent if the starr:mmt in Block 11 has been filled out and signed. 18 US.C. Sections 1001 provides that Whoever, in my manner withinthejurisdictim of my department or agency of the United States knowingly and willfully falsifies, conceals, or covers up with my trick, scheme. or disguises a material fact or makes my false, fictitious or fraudulent statements or representations or makes or uses my false writing or document knowing same to contain my false, fictitious or fraudulent statements or entry, shall be fined not more thou $10,000 or imprisoned not more than five years or both ENO FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent CECW-OR) Minnesota Local/State/Federal Application Forms for Water/WeOmd Projects Page 2 FOR LGU USE ONLY: Determination for Part l: ❑ No WCA Jurisdiction ❑ Exempt: No. (per MN Rule 8420.0122) ❑ No Loss: _ (A,B,...G. per MN Rule 8420.0220) ❑ Wetland Boundary or type ❑ Replacement required— applicant most complete Part B COMPLETE THE SFMON BELOW ONLY IF RF.PT.A(.FMENT IS NOT REOIMMD—: Application is (check one): ❑ Approved ❑Approved with conditions (conditions attached) ❑ Denied LGU qfficial signattae Date Name and Title For Agricultural and Drainage exemptions (MN Role 8420.0122 Subps. I and 2B), LGU has received proof of recording of restrictions (per MN Role 8420.0115): County where recorded Date Document # assigned by recorder LGUojhcial signature Date Minnesota Local/StatelFedoal Application Forms for WaterlWetland Projects Page 3 51 vOruA&V emarr oS -01 CITY OF CW8AS3EN 7700 Markel Boulevard PC Box 147 Chanhassen, MN 55317 A4nir'stralion Phone: 952,227.1100 Fax: 952,227.1110 Building Inspections Phorie:952.227.1180 Fax:952.227.1190 IlErigimKinfill Pli 952227.1160 Fair:952.227.1170 Fmmoe Phone:952.227.1140 Fax:952.227.1110 Park & Becreabon Phase: 952.227.1120 Fax: 952.227.1110 Bemation Center 2310 Cad[er Boulevard Phone:952.227.1400 Fox:952.227.1404 Plam4 & Kftd Besouces Phone:952.227.1130 Fac 952.227.1110 Wiic Works 1591 Park Road Phone; 952.227.1300 Fax:952.227.1310 Semar Cerrter Phone: 952.227.1125 Fax: 952.227.1110 Web Site www ci.chanhassen.mn.us October 29, 2009 Mr. Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Re: Audubon Corporate Center/IDI Distributors Site Plan Agreement Partial Release of Cash Escrow Planning Case 08-07 Dear Mark: Enclosed please find a check in the amount of $4,000 which represents a partial refund of the $5,000 cash escrow provided to the City with the above -referenced site plan agreement. If you have any questions, feel free to contact me at 952-227-1133 or iinclair@ci.chanhassen.mn.us. Sincerely, Ji Sinclair Environmental Resource Specialist Enclosure c: Robert Generous, Senior Planner gAplan\2008 planning casesx08-07 audubon corporate c ter-idi distributm\escrow refund letter 10-29-09Ad Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED CITY OF CHANHASSEN 7700 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay FOUR THOUSAND AND XX / 100 To the order of EDEN TRACE CORPORATION MARK UNDESTAD 8156 MALLORY COURT CHANHASSEN, MN 55317 M&I MARSHALL & ILSLEY BANK 17-115,910 Date 10/29/2009 V14329711• 1:091001i57t: 004461114707Sill Check Date: 10/29/2009 Vendor No: EDETRA Check Amount: $4,000.00 Vendor Name: EDEN TRACE CORPORATION Vendor Acct No: Invoice Number Date Description GL Account Amount 102709 10/27/2009 Security Escrow: 8303 Audubon Rd 815-8221-2024 4,000.00 143297 Amount $4,000.00 W 5tatus Report 6/15/10 PLAMOR2 5 M T W 2 9 4 5 6, 9 10 11 12 13i4 74 15'i$' 1`J 18 " 11 12 ta'i1 i5 1fi ii 18 19 20 �i 2T72 2$ 2Y 25 . T18 19 20 21'J� M31 Zd 25 2fi. 27 20 28 P9 3p '11"' .<' 24'25 26 27 28 �$ Securities Start Due S P Category - Description 6/15/10 6/IS/10 F Cash Escrow Audubon Corporate Center/IDI Distributors Site Plan Permit 08-07 $1,000 (original amount $5,000) Blvd. resrorition/erosion conumVlandscaping Check #13290 from Eden Trace Corp. received 8-26-08 Notify Bob Generous 10/2/08 - Per Jill, check status 6/1/09. 7/2J09 - Notified Bob & Jill. Kim 7/8109 - Per Jill site incomplete. Check status 8/3/09. Kim 7/30/09 - Notified Bob/Jill. Kim 7130/09 - Per Jill check status 8/24/09. Kim 9/2J09 - Jill, status? Kim lORJ09 - Jill, status? Kim 10/20/09 - Per Jill, ok to release $4,000, leaving a balance of $1.000. Cbeck requested from Roane. Kim 10-29-09 Mailed $4000 check #14327 with letter to Mark Undestad. Remaining balance is $1,000. Check slates N15/10 pwMynwX CCT. .................... . ...................................................� . 02dO LMu 1nY9'WM1tmm 5=5mV Pr" Status Report 6/15/10 PLAN.OR2 Jul 2000 ust2 r242 ptember 2000 M T W T F M T W T F ST W T F S T 1 2 3 4 5 2 2 3 4 5 6 7� 6 6 7 8 9 10 11 12 5 6 7 8 9 9 10 11 12 13 14 % 19 14 15 16 17 18 19 12 13 14 15 16 16 17 18 19 20 21 22 2d 21 22 23 2425 26 19 20 21 22 23 23 24 25 26 27 28 29 ff28 29 96 91 - 26 27 28 29 3630 31 __.._._.. _...._. ....... ..... qp/ Securities tart Due S P Category Description 6/15110 6/15/10 F Cash Escrow Audubon Corporate Cen[er/ml Distributors Site Plan Permit 08-07 $1,000 (original amount $5,000) Blvd. restomtionterosion control/landscaping Check #13290 from Eden Trace Corp. received 8-26-08 Notify Bob Generous 102/08 - Per Jill, check status 611/09. 7/2/09 - Notified Bob & Jill. Kim 7/8/09 - Per Jill site incomplete. Check status 8/3/09. Kim 7/30/09 - Notified BOb/Jlll. Kim 7/30/09 - Per Jill check status 8/24109. Kim 9/2/09 - Jill, status? Kim 102/09 - Ji6, status? Kim 10/20/09 - Per Jill, ok to release $4,000, leaving a balance of $1,000. Check requested from Finance. Kim 10-29-09 Mailed $4000 check #14327 with letter to Mark Undestad. Remaining balance is $1,000. Check status 6115/10 a LOM Deval P.'Coq. IN wwa111.WW S=Slalw P-PnOnry Pap i Wetland Delineation and Technical Report 8301 Audubon Road for Mr. David Stockdale 8301 Audubon Road Chanhassen, MN 55317 By Michael B. Whitt Certified Wetland Delineator, PWS, CWB Wetland and Wildlife Consulting, Inc. October 26, 2007 TABLE OF CONTENTS INTRODUCTION TECHNICAL CRITERIA .... ..... .... ._...... ........... .... Vegetation............................................................ Soils..................................................................... Hydrology............................................................ WETLAND AND SAMPLE PLOT DESCRIPTIONS Wetland Descriptions ........................................... WetlandI ................................................. Wetland2................................................. TABLES Table 1. Wedend Habitat Dependence of Plants CONCLUSION FIGURES Figure I. Vicinity map of the subject property using the USGS Shakopee 7.5 Minute Quadrangle Figure 2. 2003 Aerial Photograph of the Subject Property (www Imic state mmus/chouse) with overlays of the Carver County Soil Survey ( S Idat t ' usda ) and the National Welland Inventory (www.datadcli.dncsauc.mn) Figure 3. 2003 Aerial Photograph of the Subject Property (www. Im c state.mn.usichouse) with estimated locations of delineated wetlands and sample points (W W C GIs) APPENDIX A. Field Data Sheets 1 1 1 2 3 3 3 4 2 4 Introduction I delineated three wetlands, one wholly -contained, and two partially -contained, on property owned by Mr. David Stockdale located at 8301 Audubon Road located in the NW 1/4 of the SW I/4 Section 14, T 116 N, R 23 W, City of Chanhassen, Carver County, Minvea ts. I completed this delineation on August 8, 2007. This delineation was necessary because Mr. Stockdale intends to subdivide this piece of property. Mr. Stockdalc had his Surveyor locate my boundary flags the week after 1 completed the delineation. I have included three figures in this report but all features in these figures are approximate locations and not based on survey dam. Figure I is a vicinity map. Figure 2 depicts the soils survey data and the National Welland Inventory dam overlain onto the 2003 aerial photograph. Figure 3 depicts the approximate locations of the three delineated wetlands and the sample points overlain onto the 2003 aerial photograph. I obtained all quadsheet-level dam from the Minnesota DNR Dam Deli site (www dcl' dnr smtc.mn.us). 1'obmined the aerial orthophoto from the MinnesotaGcogmphic Dam Clearinghouse (www Imic state tan us/.house). I obtained soils survey dam from the USDA Geospatial Dam Gateway (www damuatewav rice, usda.nov). I generated all site level data using ARCView GIS (Version 3.3). 1 have included dam sheets as Appendix A, and these dam include specific, technical information observed at sample points. I have included all relevant wetland information in the narrative descriptions of each wetland including classification, number of flags, and sample point numbers. Technical Criteria 1 delineamd wetlands described in this report using 1987 Corps of Engineers Welland, Delineation Manual (hereafter, 1987 Manual) combined with Field indicators ofHydric Sails in the United States (Version 4.0, March 1998). The 1987 Manual (Part 11, paragraph 26a) defines wetlands: Mariana. The CE (Federal Register 1992) cad the LPA (Federal Regain, 1980) jaimly define wetland. a.: Those even a.' art inundated or saturated by -if... or ground w...... frequency and duration sufficient to support, and the under normal circumstances do support, a prevalence of vegetation typically adapted far life in somnted soil conditions. Wetlands generally include swamps, marshes, bogs, and carom The technical approach for identification and delineation of wetlands (1987 Manual, Part 11, paragraph 26c) requires a minimum of one positive indicator from each of three parameters: vegetation, soils, and hydrology. Areas that meet these requirements arecalled jurisdictional wetlands. The three requirements are dominance by hydrophytic vegetation, presence of hydric soils, and presence of hydrology. Each of the three parameters are described below. When delineating wetlands, I record information onto a hand-held rape iteration, and then transcribe this information into reports when 1 return to the office. Vegetation. A national interagency panel has prepared a National List of Pmnt Species that occur in wetlands. Listings of plants and their wetland habitat dependencies are compiled in the National List of Plant Species that Occur in Wetlands (Reed 1988). The 1987 Manual requires that more than 50 percent of the dominant species are OBL, FACW, or FAC on fish, of plant species that occur in wetlands. The wetland habimt depmdance of some plants are further narrowed by using a positive or negative sign after the indicator which identifies plants on the higher or lower portion of the range, respectively. A FAC- plant is not a hydrophyto because it occurs less than 50-percent of the time in wetlands. 1 assessed dominants using the 50-20 Rule detailed in the 1987 Manual. Table 1. Wetland Habitat Dependence of Plants Indicator Abbreviation Welland Frequency of Occurrence Obligate OBL >99% Facultative Welland FACW 6714-99% Facultative FAC 34 - 66% Facultative Upland FACU 1%-33% Upland UPL _ Q% Soils. Hydric soils are those Soils that formed under conditions of saNrodon, flooding, or pounding long enough during the growing season to develop anaerobic conditions in the upper pan (1998 NRCS Field indicators). The following criteria reflect soils that meet the hydric soils definition. I All Hummil except Fall.. 3. Soils in Aqui suborders, greet g,a....... ab,..,,. Albolheobordeo Aquladou. Pear rich....., r Cumuli. subgroups Net..: a. Somewhat poorly drained with a wear table equal in 0.0 foot Rom the surface during the "owing ea... at b. poorly drained or very poorly drained and have either: (1) water table equal to aU R during the growing xenon if team......arena and, uad. or Me uad in all leyen within 30 inches; or for other mih (2) water uble or to. has or equal t. 0.5 it from the suite.. during the "owls, ,caws if permeability is equal to or Similar than 6.0 in/nour in all Isyen within 20 in, or (3) water table at less than or equal to 1.0 R from the surface during the growing maven if permeability is lei no. 6.0 iNh, in say layer within 20 in. or 3. Soils that are frequently ponded for long duration or very long duration during the ,.wing seems, or 4. Sara that are frequently flooded for ton. duration or very long duration during the Stewart mason. The hydric Soil definition is difficult to apply in the field, and therefore, wetland deineamrs use field indicators of hydric soils which relate to the criteria which in turn relate to the hydric soil definition. Field indicators of hydric soils in the 1987 Manual have been superseded by Field Indicators of Hydric Soils in the United Stems (Version 4.0, March 1998). The field indicators are based on the fact that: Nearly all hydric soils exhibit.ha.memnc morphologies that result from the repeated periods of setureion and/or inundation for more than a few dap. Sacomen or inundation when ...head with anaerobic 'aobtologic a]acnviry in the soil cap sea a depletion of oxygen This ma a rob in.n promme. btogeocheaical poicaper, arch as un tcueulation oforganic meter and the eduction, being locaton, and/or acclop.ho en of Iron end .,he, reducible a[emem.. Thew procesaa re..It in ch.re.hi tan northwest.. hich papist in the soil during both wet and it, periods, imkin8 them p.niselarly clear] for identifying hydro soils. Hydrology. Hydrology is often the most difficult of the three parameters to evaluate because some Wetland types may only display hydrology for a short period of time. Areas with evident characteristics of wetland hydrology are those where the presence of water has an overriding in- fluence on characteristics of vegetation and soils due to anaerobic and reducing conditions, respectively (1987 Manual, Part 111, paragraph 46). The minimum hydrologic requirement is inundated or satarated to the surface continuously for at least 5% ofthegrowing season in most years (50% probabilityofrecurmnee). These areas are wetlands if they also meet hydrophyric vegetation and hydric soil requirements (HQUSACE, 7 Oct 91 and 6 Mar 92)(1987 Manual, Part III, Table 5). no 1987 Manual also permits identification of two secondary indicators of hydrology as evidence of saturation to the surface. Secondary indicators include oxidized rhizosphcres within the uppermost 10-inches, undismrbcd soils in Aquic moisture regimes, and a predominance of hydrophytes in the FAC mount test. WETLAND DESCRIPTIONS WETLAND 1 Wetland I is entirely contained on the Stockdale property. The USGS Topographic map does not reveal obvious topography that would create conditions favorable to wdland development such as a depression but the wetland is very small (Figure 1). The aerial photograph does not reveal any obvious footprint of the wdland also because it is so small but the large area of fill material deposited from construction to the cast is apparent (Figure 2). Furthermore, neither the National Wetland Inventory map or the Carver County Soil Survey reveal wetland at this location (Figum 2). This wetland is located along the north side of the driveway and along the base of the hill created from the fill material deposited on the western property boundary (Figure 3). This wetland is Type 2, Wet Meadow habitat. I sampled a wctland and an upland location to assist with wetland boundary determination. It was difficult to place an upland sample point due to the amount of disturbance from the driveway on one side and the fill on the other side. 1 used consecutively -numbered pink fluorescent pin flags to identify the wdland boundary. 1 used orange pin flags to identify sample points. Most of the line was characterized by a boundary where sedges and reed canary gross (Phalaro' arundmaceu, FACW+) transitioned to Kentucky bluegrass (Poo pratensla, FAC-) and several broadleaf, weedy plants. Sample Point 1 was the wctland sample that was dominated by 100 % hydruphytes. Soils were hydric based upon the Redox Dark Surface indicator. Hydrology was only present based upon a low landscape position and the FAC-Ncuni test. I observed that the area had likely received fill, probably from erosion, because them were plant and woody debris at approximately one foot beneath the surface. Sample Point 2 was upland. Dominant vegetation consisted of 66% hydrophyms, but one of these plants was yellow foxtail that is a very common weedy annual. Non -dominant plants wage upland. Soils were not hydric. 1 did not observe any secondary indicators except for the FAC- Nuetral secondary indicator. WETLAND W Bland 2 occurred in the northcastem portion of the property and extended off the property to the cast. The USGS Topographic map reveals this arcs as a low spot adjacent to marsh (Figure 1). The atrial photograph appears to reveal wet meadow type vegetation (Figure 2). Furthermore, the National Wetland Inventory mapped a Palustrine, emergent, and scasonally- flooded wctland (PEMC) and soils consisted of a Cordova-Webstef which an hydric soil types (Figure 2). 1 utilized two sample points to locate this wdland and the delineated boundary extends off -property to the cast and to the north (Figure 3). This wetland is Type 2, Was, Meadow on the subject property but it grades W a Type 3, Shallow Marsh to the cast. I placed Sample Point 3 in the south portion of the property in the lowest portion of a reed canary gross area. Dominant vegetation was 100%hydrophytic. Soils were hydric bayed upon the Redox Dark Surface indicator. no plot also met two secondary indicators to meet the hydrology parameter. Sample Point 4 did not meet any wetland parameters. WETLAND 3 Wetland 3 occurred along the cromm property limmary and extended off the property to the cast. Thc USGS Topographic map mveals this arcs as a low spot adjacent to marsh (Figure]). The atrial photograph reveals the area as a wet meadow adjacent to an apparent excavated marsh (Figure 2). Furthermore. the National Wetland Inventory mapped a Palustrinc, unconsolidated bottom/emergent, and semipornanently-flooded wdland (PUB/EMF) and sails consisted of Klossiter muck, a hydric soil type (Figure 2). 1 utilized two sample points to locate this wetland and the delineated boundary extends off -property to the cast (Figure 3). This wdland is Type 2, Wet Meadow on the subject property but it grades to a Type 4, Deep Marsh to the cast. 1 placed Sample Point 5 in the lowest portion of a rood canary grass area. Dominant vegetation was 100% hydrophytic. Soils were hydric based upon the Loamy Mucky Mineral indicator. The plot also met two secondary indicators to meet the hydrology parameter. I believe that this arcs was likely wetter before the pond excavation that is likely pulling hydrology away from this meadow area. 1 place Sample Point 6 on the hillside to the west of the wctland. Dominant vegetation was 50% hydrophytic, but this does not meet the requirement for dominance by hydrophytes. Soils were not hydric. The plot did not most any wdland parameters. Conclusion 1 delineated three wetlands on the subject property. Mr. Stockdale is aware of requirements that protect wetlands and that this delineation must be reviewed by the City of Chanhassen as the local government unit. The primary, initial reason for this delineation was to obmin information to assist with a subdivide and potential sale of property. It is not known at this time if any wetland will be impacted. I labeled all sampling points on orange pin flags. 1 flagged wetland boundaries with sequentially -numbered florescent pink flags with the words, "Wetland Boundary - W WC Inc." This report is intended to accompany other materials for plat approval. 1 welcome any questions regarding technical details of this report, and 1 also affirm that the material in this report represents my best professional judgement: Michael B. Whitt, Certified Weiland Delineator, Wetland and Wildlife Consulting, Inc., 6600 Century Lane, Prior Lake, MN 55372, w c@integm.net Michael B. Digitally signed Michael B. Whitt DN: cn=Michael B. Whitt, SUS, o=WWC, Inc, email=wwc@integra.net Reason: I attest to the accuracy and W h I++ integrity of this document L ` Date: 2007.10.26 08:17:52-05'00' Figures f .1 7 � O � `. G —'b.•t FY \-1 0 v t t t _ Scale Equals 1'.12000 2000 0 2000 4000 Fog N W+E S Figure 1. Vleinity map of the subject property using the USGS St. kapee]S Mnah, Onale.a9le Scale Equals 1 4000 500 0 500 1000 1500 Feet Cnvcr Crony Soo Survry CW Cordova-Webstcrcomplex(HYDRIC) OL Olawoecley loon, 0%I%slopea(HYDRIC) HM Hamel Iran (HYDRIC) N KB Laster-Kilkonny loamy 2-6% dopes (NON-HYDRIC) KC2 Lester-kilkeary loamy b-12%slopes (NON-HYDRIC) PM Klosutm muck((HYDRIC) W 1' National Wetland Inv lory S PEMC Palustrac, rnxrgent, marnnelly-flooded PUBIEMF Palustnne, uncn lidatW batoMermrgcnl, semip=mcnlly-nmxled Figure 1 2000 Aerial photograph of the subjeel property (vewminale,stale. mmuye house) with averlarn of the Carver County Sull Survey(www.geospatidgatewaymrmanda.gov) and the National Well of lovenm ry (www,daladdi.dnr O.U.mn) E-E-£{-1'-£_£-£-£ �-E- .£ -E-E --£ :-£ ;-£ £E ,-E £-£-£-E-F-E-F-E-£-E WETLAND AND WILDLIFE CONSULTING, INC. m ROUTINE WETLAND DETERMINATION DATA FORM m W. ARgueI X, SEUT T Pl j."ite: Audubon RoW mw APPlicenL'Ooncr. DWid St—kd.k ('nnll1, ('v 1 Invclligukn: Vikhovl a.N'MN lmm. Nlnncwt. ry' T Do NumalC' U ''I on Nc sila! YN 1'l01: I s4 IS Ih YwR.,.&IRdy dimubd(Anyieu/S/molionp! No 11SUA LRR. M �s le lbe ores apolcnli:JP MmArad! No 0" VEGETATION NIuMrt Peeml Ywe suW I:tlla'un 1 M% Wrw EYnYIStlrIY14MYXk1 H I*L XM [eeYyVwIMWrA erY:iYeeMl 11 PACW+ 15% MyY/prICr41wM[r[gMYI H pACW 11% ..Rd a eNlNMMeYwW ) H FACU 11% N✓rRwAufeR,1RY 1T1RA[wYRvlplYl H M. IM% }% wpbwww/(1N[IY[w lyY.lY tlwwl II FM:W. 1% C.M, /«o uRRY [Mgkl It II 13 TOW D1 }R:DRpk: DRNYY pk[[[[pRM 414 X$. rJ X}: IIY DKOPIII"11(' REMARKS: SOILS pqE Cab T.. CWr CIRZY 1•.11• IWRYI PYeuNI MRIdgW 1lYR Y> Fw.dr.YW If'-3/" IWRYI IIY UNIM lXa /wY/y YrYd M[✓rkrW LV3• LLP FW euRY del 1"RW IAYY. s/Ia Y,Wu JlY]• WIRi h[[Ylldry lnw CrM1rMS PnNY[I Xy8k 5aiIWWv[', u,:awc.SW (Nor RRN .CRRIK—RRM[F— MRCS YYtipNs[DzY W,lze IEMARK}: FrORIe NYMK RN YeRle RYR yI[rRM Rne RRY Nwwlr RYM Y Rn1R/ Izeevb ypR[RVMM r IM YYxR rY...- HYDROLOGY FIeW ObwNw Na1rYRry WI[YY,[MaN n,Mwy lNk.1✓. OInmWN �sYYua �, wM✓NXw r, s.e;,Yal lMpaiu iIIxRIYp PMrm uCWw SaaMzy iw.I— Otiv ft1:MARKS: HYDRINAGY PRESEn RW/u VYeer[oI--Y[u-I Wk[lan -,,-£ z -£ -£ .-£ c-£ _-£ -£ c c-£ ,--£.:-E WETLAND AND WILDLIFE CONSULTING, INC. ROUTINE WETLAND DETERMINATION DATA FORM Projcav5im: AWebun RuR! Dpe: Augusl X, 2007 A,lwpntl(Jw'ncr: D.IMSI-kdNP i� C..t,: Curver In 1 gel Mkhmel B. Whitt SOK, Y1lnnnuu IIsv 11hM1 t JpglxnI .'ni u1l1 J 1 hJ 1 v Yee mUSlUA LRR: I N l J.l i ^ M VEGETATION Ylmb[[ P[rv[M \Nm. SD[D I H% LWOUY MVIf✓uluYM[I N J}% Y[IM[Y[WlySwrb XYYrI H g7A J}% CUW VYn[N ISMl4Xs[�uYneL1 N 21% CMY M['\P[w[[adyAl X N% YYr[w UaINUM ItItIwl N WA IluweW NYVY[ IM R—I,) H PAQ 11% AueY np[M UwMYYRn[wW/N[I N FACNI}% CReW YIMX IfMI[I[[rveurl tl FAN1}% p WIWY\ gW[Mn[II ISIz.Wn XRnAI tl FANSit fO SIIRUI[ dYloul pN[u eYMXI. XI. u/1\:III UN<IPIIYTIC RFMMFd: WIL5 papN CAr ('Wze 1Y•dayW "I"MmLyc000Rtat NYdI[IMILtlkme: i[NYYz .i SWfWk Nnr iIRNuiryl CaMrvw iI RNY P. ARM N[w Rts\wR}'. PYdl,YRHYDof HYDROLOGY FRld OMmviaR R[p[Iery WkMx, MrN Prnrary lOJ�vxw[ ilnlnJeW :ti[lun¢J ii WNm tM\[ uSadmNDryoiu ��Ptie pPYmoe r�Olhc y[nJ[ry lnM[eYrte t.ld-JR—I1K-11[, I PACSt. T. ILaw luWn[e Pwlbl L. dIY RI MARRI Ha p[4u[)✓✓mRJ[,v lNk[M[[abmW T ->a-a"a-a"a-a-a-a"a-a-a-a"a-a"a.a-a-a"a-a-a.a--1_a-s_�a. a-ra-f -a-ya-a-*a it- i-a--D.a-a-a'i-a-a.a-a_�-a-s-a-a-a-;-a-3-a_a-a-a-+-a-a_a-3_a-3-a"-1-a-3.3-a_ WETLAND AND WILDLIFE CONSULTING, INC. m ROUTINE WETLAND DETERMINATION DATA FORM °x a• � P'. Vs lu: Audubon Rota Dre: AYRNI K, 2W m y� APPlieaol/OWner'. Dodd sleekdvle Co.",: C\rvo IT `}' Invnligalor. Mlehael B. W M1lu Male: Nlnneaol. yDo Normal flrcuma/nnrer cxial on the siu! Ya PIoT. J Is the site significantly dolurbed(Anyairal Sl/uu/IoaIT Nu USDA LRR: M Is the ern apeb.bal Pnblem Are No N �y b iW ,IY 1 y. L VEGETATION P. N— IIUJu InY.ann 1 100% RM rry yax lYNY18 raYYxr1 IAl'Wr 3 S NNumhr a e 9 In II D Toni 10 MEa Ruk: Mduuuu _ouuu'Ia1YDRUPIIYI'IC REMARILR. SOILS Dwm C'du Teann etloe (Nun Y^u• Im vl myw Tanw c.�..,rRr I...Yrr IJYRMa C..a.a.Rr. arwl.ul IS•-li• I3Y LY1 Clq IaYR YI Iaw.Y PraxYe.r {Iyiie Sal lndumn: npyna nSWMN Ob rKMulNentliuen RRMmYSN. NRC9: YN YMa MRarWe REMARKS'. Fnllufnf IC HYDROLOGY DeIE (Menvawmr N. adxM NFNr.a NunM Pna.ry lNl.wm uLeMUO n5nunitl nWuorMda .i GnmeniUm..nn ilbu Iw Pooe ilalu. Z.d, 1W.. .Ch ido"Rool(lumolr RF'AC-Newel Turl RWrlrWuaae Pmmw llRM REMARKS. RYDRD Vk.Mr MuuM W -f WETLAND AND WILDLIFE CONSULTING, INC. ROUTINE WETLAND DETERMINATION DATA FORM Folb''VSi,'. Audubon Rob Ak: ARRus1 K. 300T APPlican"( ... D.Ad Sluekdak Clwnly: Carver Invealigator'. Mkbad B. WhIR Sam: Mlnneaow Do Nnnw/Cirtvmr/ame.•v'xisl on lhu ole'! Yn Plul: A k the silt s,.ffleand, diotu ,d(A b,nol Simurinrp'! No USDA IAR'. M Is she area a pmemlid Pro Me. Aced! Na VEGETATION Nivbn Pmttw Nanw IM14clbr I N% Grrlk award lAiavY /IdaaWl ACM- ] N% wYrUarax ) UR 1 N% Rw brrpr l/'ArInAwYw..l FACMY c_M1rYYwa lRYrraruNuurNU F FAGs IR% vYRkY n..F.eVa�.sr+.ar.Y.MrYI FAC.YaeYn~M uu'6l PACM. T Ca.hskd6wnm Ruxra.a.lb) FAC. .+ 02 esuua ,u) FAC' 9 19 11 li TaYI Itl% SPED Ruk 0.sWr Plarr qaY Yl. aLMN II•R NIM'MaNRONYTC 0.F.MAR[S: SOILS Dumb color rnme. eoln e'Ir. r.u^ mR vl lw ',,NS jed'.: :'.1(tic Der-'RaEuangcomdecn nRWuFwa NR Nr REMARKS'. Fai.w MYDWCy NRC9 /NaInW'W,pr.wY ar YayYeley /NTAkrM HYDROLOGY Fwb Uaam,bwu N. Yd�ra NYe.Ix, NrmW pknry Mdlnlnr i1n.�aelW '.�snorbWii Wnu Mvka i5enm b om. iiR NWNus nO 5>.glyry laEibwa �O IRwcM1meN nFAC-Nauual Ten l lnlanpe Pminao nOam RY.MARRS', N.aFFvas DYDROIA 1, M _3.;-;_3-,i-3-;_3-d-;-;.;-;.3-;.;-;.i-j-3-;.;-;.3-.s.;-;_3-a_3-3. �';.;;.;-;_ 4-3-3a3-3_3-4_3-3-�--➢3-3_3-.R-3-;_i-.F. )-i-i-3.3-.1- WETLAND AND WILDLIFE CONSULTING, INC. ROUTINE WETLAND DETERMINATION DATA FORM Andnhon Road D oeld Sb,kdale Mlelud B. What ices cusl on the site'! disturbod Unpieal Sboolionl'! Area? A.,w 8, 3*7 Corer Mlnnnob VEGETATION S. Omaw N— Ste ISYev I IYA 4ea [m,rS Kee IM/rlrraWrnl tl YAM. 3 fYi aWIPlasaa,SerldMm R4�amtl M FAUN 5 5 a 9 10 II 13 TaJ SarA SoEO Kuk: Nrlral ilaab soma ii HYNRIManlvl RG6fAR1L5'. SOUS noph Cub Tune tdv Ck� ]NI sai kv FIy6r Sul lndraun: NQpnie nSUHtlisQb "..isa Cm6Wma :iaaam Foo m NRCB: n, I.ri WUSYY KFAIAKKF: I,Mk II V ORI(' HYDROLOGY FkNMmeuus Xe i1W1>Wkmn MmrvN Petry home.rinuNW rriewnrW rW-1 Merke i4drnml I:mm,ae "I)rs.,e Pmrems iilMhr $¢ssoo,bMkwe it OtidvwlRmrCMm'In Rln(-\ruval Teu Rlm Lmndaym Pnnxn ilnk RGMAKKS: NYpkO1.OGY Pew ham as M1e mwam Imdiemn. i-m er voom, tmm—n mn be 6mnv uOQasml Slaa emam Ikm WI—M m Ismm ekemllm (Sem s seta Kneel) moo'." v,. rae dry a-o"sm, Nrmwr td1 m WETLAND AND WILDLIFE CONSULTING, INC. ROUTINE WETLAND DETERMINATION DATA FORM T Audubon Road Dub: AURuat & m T y Rajsa,Jsue m Appliemu'(hvn.T UavW Slmkdak CaunlY: Giver m ` Inveaigator. Mkhael B. whin Slate Motors.,. A` ,0 Du Normnl Clrrrrmsmmr,v mist on the ails? \'n rUl.A Is the site si6ntiscanlly distu,hW(Ahpiml Sessorlon)? Ni I lk31 NS Is the area a potential problem Arm? No i i_ 4-, 4-_ 4-, 4-y -a';_ 3-3- 4-,- -,- �--3- vi -3- �-,- 4- 3-3- i-- ;,-- �, VEGETATION N,sMr Paewr Nor timY View 1 75% Ys6oav5Nr116MrrlxvYrwl H YAM. 3 Y% Cra4 {m1aW 6falYma,mamAwl H PAN 5 Y% KaMrb Hw/rlMSranW1 H 11 G 6 M% Chr aaMevM I,SaWep;br+1 N YAM 5 25% YMY rlr,rlMerY mrn,rdq N YAM 6 Im NN, (AmOs Mo.) H I'M a 10 II 13 T IM% M:30 Rukr 0.raYW IIWr qW al and X3. M)N4IYNRVe11Y!I(' IIHNARRS: SOILS heads Cab Tnun Cob clw r.u" Into NI Clry trm Oo-w IM LI cw ISYRYI Cammai raw YaYm Ny6ie $dl lrtlsem; nOrwle r, 5u1Nti, My n11s4iq Cm6nm :, RaGn Yews, NFfS: Xw REMARKS'. heY NYORK y IM1NrrIRel4s M mete of Ie61eMm Y W NIfS!'W/eNmn HYDROLOGY ikROYmvelime Xe Y1rrlYMlweeMeM S hsa[M tl$ra r[mmoo PmYnY ri l ge,gyyWokn ,,AidWR,q CMmmle n4AC-\euuJTro 1Cow LnLLrpe Pmmms rram, REIMRKS: IN IIYNRa.IX'Y Yeaml i 3_d-3_3-�•_3_3_-Yj-,i_3-3_3-j_i-3.i � 3_3_i-3_ �-� ''. t 1 .. t M, / ot- r• ', ~� 4 Ar. L. a ( y Sr lu Equals 1 4000 500 0 500 1000 Feet N LEGEND �(A� Sample Point w I.; Wetland Boundary //��iiryry S 111ere 1. 2003 Aerhd Phn(...rprh of de• .uhjee( lroperN Iwww.lndcs(a(e.mn.uWchause) xi(h es(ima(e0 Ior. io., of deiiecaled xxdand •ed xongde polnls pvwC (;IS) Appendix A Field Datasheets Non -Scannable Item lem c Folder Number L Folder Name $ C)% U Job Number 3 2 Box Number C CD s 52x 70&,lp y- yolf Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehlcr Soren M. Mattick John F. Kelly Henry A. Schaeffer, If I Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mailAddress: snelson@rk-l".com November 18, 2008 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN— RECORDATION OFDOCUMENTS ➢ Resolution 2008-26 — Approving a Final Plat Creating Audubon Corporate Center 0 Addition Dear Jean: Enclosed for the City's files please find original recorded Resolution 2008-26 approving a final plat creating Audubon Corporate Center I5` Addition, which was filed with Carver County on November 3, 2008 as Abstract Document No. A491288. Regards, CAMPBELL KNUTSON Professional Association BY: us R. Nelson, Legal A istant SRN:ms Enclosure CITY 07 ^" ' "ASSEN NOV 19 2008 FN0IN6Gn1i4.Q QERT SCANNED Document No. OFFICE OF THE A 491288 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee:$ 46 00 Check# 19619 Certified Recorded on 11-03-2008 at 12:30 ❑AMP PM CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Icl IIIIYIIIIJr I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2008-26, entitled `Resolution Approving a Final Plat Creating Audubon Corporate Center 1" Addition" adopted by the Chanhassen City Council on April 14, 2008, with the original copies now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21s` day of April, 2008. SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA DATE: April 14, 2008 RESOLUTION NO: 2008-26 MOTION BY: Tiornhom SECONDED BY: McDonald A RESOLUTION APPROVING A FINAL PLAT CREATING AUDUBON CORPORATE CENTER 1ST ADDITION WHEREAS, David A. Stockdale and Jane K. Anderson have requested a subdivision of their property into two lots of 2.65 and 3.62 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 18, 2008 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Audubon Corporate Center 0 Addition (Planning Case #08-07) creating one lot, one outlot and public right-of-way for Audubon Road for the property legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter, thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. *to be known as Lot 1, Block 1 and Outlot A, Audubon Corporate Center 1st The approval of the subdivision is subject to the following conditions: Addition A Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase 11 Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TYpe of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain 0 t connection into Chanhassen Lakes Business Park 7`s Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7`s Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 7a Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 5 37. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat. Passed and adopted by the Chanhassen City Council this 14t° day of April, 2008. ATTEST: Todd Gerhardt, City Clerk/Manager YES NO Furlong Ernst Litsey McDonald Tjornhom 0 Thomas A. Furlong, Mayor ABSENT Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poch], Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarroc. 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Associatior: Direct Did. (651) 234-6222 E-mai[Address. sne1son@ck4aw.com November 4, 2008 RECEIVER Ms. Kim Meuwissen NOV 5 — 2008 City of Chanhassen 7700 Market Boulevard CITY OF CHANHASSEN P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN— MISC. RECORDED DOCUMENTS i WETLAND ALTERATION PERMIT #08-07 — For Filling of 0.13 Acres of Wetland as Part of the Development of Audubon Corporate Center 1" Addition Dear Kim: Here is another one! I sent the above permit to the County for recording by transmittal letter dated June 25, 2008; however, to date, I have not received the original recorded permit back from the County. I searched the County land title records and obtained the enclosed copy of the recorded permit for our files — it was recorded on June 27, 2008 as Abstract Document No. A485904, but I have no idea where the original went. Did it by any chance get sent directly to you? Please check and advise. qrs Regards, CAMPBELL KNUTSON Professional Association Sugan R. Nelson, g Assistant SRN:ms Enclosure 6Cm1WD Document No. OFFICE OF THE A 485904 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $ 46.00 Check#: 19055 Certified Recorded on O6-27-2008 at 12:00 ❑ A PM ��IIII48Sy04NHH lull Co tyHa coder. r. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #08-07 1. Permit. Subject to the terns and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Wetland Alteration Permit for filling of 0.13 acres of wetland as part of the development of the Audubon Corporate Center 1" Addition as shown on the plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23. Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees I 1 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 1 I minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 1 1 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. 3. Conditions. The permit is issued subject to the following conditions: a. The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. b. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. c. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. d. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. e. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. f. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot I (Outlet A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. g. In order for any impacts to occur on the northern parcel, Lot 1 (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. h. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. i. No impacts are indicated for Wctland 3 and a no net loss decision will be rendered for this area." 2 4. Right to Proceed. No wetland impacts to any wetland on the Lot 1, Audubon Corporate Center .I" Addition, can occur until the credits have been debited from the Minnesota Wetland Mitigation Bank and a copy of this approval has been mailed to the regulatory authorities, including the City of Chanhassen, the account holder and the user of the credits. 5. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 6. LVse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 7. Criminal Penally. Violation of the terms of this wetland alteration permit is a criminal misdemeanor. Dated: April 14, 2008 CITY OF CRANHASSEN By: Thomas A. Furlong, MIoT SEAL By: 11�0AC -Todd Gerhardt, City Manager r STATE OF M1vNESOTA ) (as COUNTYOFCARVER ) The foregoing instrument was acknowledged before me this 14th day of April, 2008, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRARf'ED BY: City of Chanhassen 7700 market Boulevard P. O. Sox 147 Chanhassen, MN 55317 (952)227-1100 �l— Nfta Publi€;/ %4 KAREN J. ENGELRARDT \M Notary Pubic-Mirnesota 11�r My Commlvabr EvpkeS .len 3t, 201 D C" -, `I 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. 10/29/08 08-07 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 4/14/08 08-07 Mortgage Holder Consent to Site Plan Permit 08-07 (Audubon Corporate Center/IDI Distributors THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as.submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ® For Recording ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Sue - Per our email exchange, attached is the mortgage holder consent to the site plan agreement to be recorded with the site plan agreement. COPY TO: Mark Undestad, Eden Trace Corporation SCANNED If enclosures are not as noted, kindly notify us at once. MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT (-0,(-D6 C-a.-+t 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 D 1 day of 0 �+ �-+ . 2001. STATE OF MMNESOTA ) (ss. COUNTY OF The foregoing �7 purtien was act 20A by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 A ) � - k",5- V-vv `t. a1 day c 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 10/9/08 Sue Nelson Document ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 4/14/08 2008- 26 Resolution 2008-26 Approving a Final Plat Creating Audubon Corporate Center 1st Addition THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints REMARKS Sue - The attached resolution should have been recorded with the plat, which is already filed. Could you please forward this to the County for recording? Thanks! COPY TO: Robert Generous, Senior Planner SIGNED: SCANNED If enclosures are not as noted, kindly notify us at once. CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2008-26, entitled "Resolution Approving a Final Plat Creating Audubon Corporate Center 1't Addition" adopted by the Chanhassen City Council on April 14, 2008, with the original copies now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21'` day of April, 2008. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA DATE: April 14, 2008 RESOLUTION NO: 2008-26 MOTION BY: Tiornhom SECONDED BY: McDonald A RESOLUTION APPROVING A FINAL PLAT CREATING AUDUBON CORPORATE CENTER 1ST ADDITION WHEREAS, David A. Stockdale and Jane K. Anderson have requested a subdivision of their property into two lots of 2.65 and 3.62 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 18, 2008 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Audubon Corporate Center In Addition (Planning Case #08-07) creating one lot, one outlot and public right-of-way for Audubon Road for the property legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter, thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. The approval of the subdivision is subject to the following conditions: 1. Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase Il Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 2 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 3 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain 4 connection into Chanhassen Lakes Business Park 7n' Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7th Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 7'h Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 5 '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 :: I: Sue Nelson Document ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 4/14/08 08-07 Site Plan Permit 08-07 Audubon Corporate Center/IDI Distributors THESE ARE TRANSMITTED as checked below: n ,� For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as Submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Mark Undestad, Eden Trace Corporation copies for appr O'vai copies for distribution corrected prints SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN PERMIT #08-07 SPECIAL PROVISIONS AGREEMENT dated April 14, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Audubon Corporate Center is'Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnishes 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 Houwman Architects, dated February 15, 2008, revised March 5, 2008 and April 4, 2008. Plan B-- Grading Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan C—Landscaping Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008. Plan D—Utility Plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan E--Erosion Control Plan/SWPPP prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. c. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. d. The future building expansion shall continue the same architectural detailing of the first phase of the building. e. The applicant shall meet minimum requirements in all bufferyard areas. f. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. g. The applicant shall meet minimum requirements for parking lot trees. h. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. i. The applicant shall use BWSR U8 in all graded areas along the eastern property line. j. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. k. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 1. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. m. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. n. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. o. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 3 p. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. q. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. s. Inlet protection maybe needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. t. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. u. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. v. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5.4 MSFC. w. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. x. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 4 Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. z. Dumpsters, if placed outside, shall be properly screened. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. refit-•CiT9101 tW4 0 be FAI .I BY. Thomas A. Furlong, Ma� r� AND: � d `�`D�'�' odd Gerhardt, City Manager BY: � L 5t�= W STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this Oday of 200 , by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of anhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. STATE OF MDVNESOTA ) (ss. COUNTY OF np I - ) NO P C KAREN J. ENGELHARDT Notary Public Minnesota MEy Cmm oMm6 iti6 Jan31,2010 The foregoing instrument was acknowledged before me this PP— day of Ap i 1 20aZby Kark IJA4er6A. of Eden Trace Corporation. NOTARY PTOLIC DONNA M, 11ON 'D a+oruly PUBtIC•1�NIE!O A W Commape Eo m bn. 0f, 7010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 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 pemrit 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. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims 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 Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabiliri. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. J G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 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 fist 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 harniless 0 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. 10 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 21L day of hr: l 2008 By STATE OF MINNFSOTA ) (ss COUNTY OF The foregoing instrument was acknowledged before me this JS-"— dayof 20-Cff,by'Lst�l I�t NOTARY P DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 DONNA M.LEONARD• NOTARY PLWCAMNNESOTA M Co�r+ae E�pm,Wl. 11, 7E10 • 11 Document No. OFFICE OF THE A 4 8 5 90 4 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee:$ 46 00 ChecW:19055 Certfed Recorded on 06-27-2008 at 12:00 ❑ A PM II485904 IIIIfil;Ill I���� fII Ca�f seder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #08-07 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Wetland Alteration Permit for filling of 0.13 acres of wetland as part of the development of the Audubon Corporate Center I' Addition as shown on the plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. 3. Conditions. The permit is issued subject to the following conditions: WANWO a. The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. b. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. c. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. d. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. e. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. f. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1 (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. g. In order for any impacts to occur on the northern parcel, Lot 1 (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. h. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. i. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area." 4. Right to Proceed. No wetland impacts to any wetland on the Lot 1, Audubon Corporate Center I't Addition, can occur until the credits have been debited from the Minnesota Wetland Mitigation Bank and a copy of this approval has been mailed to the regulatory authorities, including the City of Chanhassen, the account holder and the user of the credits. 5. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 6. !Apse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 7. Criminal Penal[v. Violation of the terms of this wetland alteration permit is a criminal misdemeanor. Dated: April 14, 2008 CITY OF CHANHASSEN By. Thomas A. Furlong, T SEAL By: av/ "&( odd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 14t' day of April, 2008, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 Nfyy Publi KAREN J. ENGELHARDT Notary Public -Minnesota My Comrn"on Expires Jan 31, 2010 CITY OF CHONSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227,1140 Fax: 952.227.1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax:952.227.1404 Planning A Natural Resources Phone: 952.227.1130 Fax: 952.227,1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952227.1310 Senior Center Phone: 952227.1125 Fax: 952.227.1110 Web Site www.d.chantasseamn.us May 13, 2008 Equitable Holding Co. LLC 7667 Equitable Drive Eden Prairie, MN 55344 Re: Lot 1, Block 1, Audubon Corporate Center Planning Case 08-07 To Whom It May Concern: This office has been requested to confirm certain facts and circumstances concerning the current zoning and land use compliance status of the above - referenced properties. In furtherance of that request, we hereby confirm and advise you as follows, to wit: 1. The above referenced property is located within the corporate limits of the City of Chanhassen, Carver County, Minnesota. Accordingly, the buildings and other improvements comprising the properties are under the jurisdiction and are required to comply with the building codes, ordinances and regulations of the City of Chanhassen, Carver County, Minnesota. 2. The property is currently located in a district with zoning classification of Industrial Office Park District, IOP, and a comprehensive plan designation of Office/Industrial. The zoning classification is consistent with the comprehensive plan designation. A copy of the zoning district regulations is enclosed. 3. Any further amendments to the zoning ordinance applicable to the property will be consistent with the aforesaid comprehensive plan designation at all times. 4. The use of the property for office -warehouse -manufacturing uses is a permitted use under the aforesaid zoning classification and is consistent with the aforesaid comprehensive plan designation. 5. The improvements to the property as set forth on the approved Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05-08 and 04-04-08 were approved by the Chanhassen City Council on April 14, 2008 comply with all requirements of said City Code. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Equitable Holding Co. LLC May 13, 2008 Page 2 6. The properties are located in Flood Zone C, which is not an area of high hazard for flooding and is considered an area of minimal flooding, Community Panel Number 270051 0005 B, effective July 2, 1979. 7. There are no variances or conditional use permits required in connection with the operation of the improvements on the property or its uses. 8. The property complies with the subdivision ordinances affecting it and can be conveyed upon the filing of a plat of the property. The Chanhassen City Council approved the Subdivision of Audubon Corporate Center (preliminary and final plat) creating one lot and one outlot and right-of-way for Audubon Road on April 14, 2008. This information was researched by the undersigned as a public service. The undersigned certifies that the above information is believed to be accurate based on or relating to the information supplied; however, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records, which may be inspected during regular business hours. Should additional information be required of this office concerning the properties, you may contact the undersigned. Sincerely, Robert Generous, AICP Senior Planner Enclosure gAplan\2008 planning cas \0847 audubon corporate center-idi disbibutm\zone letter equitableAoc OISMIAJt �94. May 13, 2008 CITY OF CHMIMSEN Markundestad Eden Trace Corporation 7700 Market Boulevard 8156 Mallory Court PO Box Chanhassen, MNN 55317 Chanhassen, MN 55317 Administration Re: Lot 1, Block 1, Audubon Corporate Center Phone: %M7.1100 Planning Case 08-07 Fax 952227.1110 Building Inspections Dear Mark: Phone: 952.227,1180 Fax: 952.227,1190 This office has been requested to confirm certain facts and circumstances Engineering concerning the current zoning and land use compliance status of the above- Phone:952.227.1160 referenced properties. In furtherance of that request, we hereby confirm and Fax:952.227.1170 advise you as follows, to wit: Finance Phone:952227.1140 1. The above referenced property is located within the corporate limits of the Fax:952.227.1110 City of Chanhassen, Carver County, Minnesota. Accordingly, the buildings Park a Recreation and other improvements comprising the properties are under the jurisdiction Phone:952.227.1120 and are required to comply with the building codes, ordinances and Fax:952.227.1110 regulations of the City of Chanhassen, Carver County, Minnesota. Recreation Center 2310 Coulter Boulevard Phone: 952.227 1400 2• The property is currently located in a district with zoning classification of Fax:952.227.1404 Industrial Office Park District, IOP, and a comprehensive plan designation of Office/Industrial. The zoning classification is consistent with the Planning RA Natural Resources comprehensive plan designation. A co of the zoning district regulations is p p � copy g Phone:952.227.1130 enclosed. Fax: 952.227.1110 Public Works 3. Any further amendments to the zoning ordinance applicable to the property 1591 Park Road will be consistent with the aforesaid comprehensive plan designation at all Phone:952.227.1300 times. Fax 952.227.1310 Senior center 4. The use of the property for office -warehouse -manufacturing uses is a Phone:952.227.1125 permitted use under the aforesaid zoning classification and is consistent with Fax:952.227.1110 the aforesaid comprehensive plan designation. Web Site www.ci.chanhassen.mn.us 5. The improvements to the property as set forth on the approved Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05-08 and 04-04-08 were approved by the Chanhassen City Council on April 14, 2008 comply with all requirements of said City Code. SCANNO The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A 1peal place to live, work, and play. Mark Undestad May 13, 2008 Page 2 6. The properties are located in Flood Zone C, which is not an area of high hazard for flooding and is considered an area of minimal flooding, Community Panel Number 2700510005 B, effective July 2, 1979. 7. There are no variances or conditional use permits required in connection with the operation of the improvements on the property or its uses. 8. The property complies with the subdivision ordinances affecting it and can be conveyed upon the filing of a plat of the property. The Chanhassen City Council approved the Subdivision of Audubon Corporate Center (preliminary and final plat) creating one lot and one outlot and right-of-way for Audubon Road on April 14, 2008. This information was researched by the undersigned as a public service. The undersigned certifies that the above information is believed to be accurate based on or relating to the information supplied; however, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records, which may be inspected during regular business hours. Should additional information be required of this office concerning the properties, you may contact the undersigned. Sin Robert Generous, AICP Senior Planner Enclosure &Aplan\2008 planning casm\08-07 audubon corporate center-idi distributonVone letter m k.doc May 13, 2008 CITY OF CIIANMEN Letter N rtehMarq 7700 Market Boulevard 3500 American Blvd. West - #200 PBox Chanhassen, MNN 55311 Bloomington, MN 55431 Administration Re: Lot 1, Block 1, Audubon Corporate Center Phone: Planning Case 08-07 Fax 952227.1110 Building Inspections Dear Ms. Leuer: Phone: 952.227.1180 Fax:952.227.1190 This office has been requested to confirm certain facts and circumstances Engineering concerning the current zoning and land use compliance status of the above- Phone:952227.1180 referenced properties. In furtherance of that request, we hereby confirm and Fax 952.227.1170 advise you as follows, to wit: Finance Phone 952227.1140 1. The above referenced property is located within the corporate limits of the Fax.952,227,1110 City of Chanhassen, Carver County, Minnesota. Accordingly, the buildings Part & Recreation and other improvements comprising the properties are under the jurisdiction Phone: 952.227.1120 and are required to comply with the building codes, ordinances and Fax:952227.1110 regulations of the City of Chanhassen, Carver County, Minnesota. Recreation Center 2310 Cougar Boulevard. Phone:9522271400 2. The property is currently located in a district with zoning classification of Fax:952.227.1404 Industrial Office Park District, IOP, and a comprehensive plan designation of Office/Industrial. The zoning classification is consistent with the Punning 6 Natural Resources comprehensive plan designation. A copy of the zoning district regulations is Phone:952.227.1130 enclosed. Fax: 952.227.1110 Public Works 3. Any further amendments to the zoning ordinance applicable to the property 1591 Park Road will be consistent with the aforesaid comprehensive plan designation at all Phone:952227.1300 times. Fax:952227.1310 Senior Center 4• The use of the property for office -warehouse -manufacturing uses is a Phone:952.227.1125 permitted use under the aforesaid zoning classification and is consistent with Fax:952.227.1110 the aforesaid comprehensive plan designation. Web Site www.cl chanhassen.anims 5. The improvements to the property as set forth on the approved Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05-08 and 04-04-08 were approved by the Chanhassen City Council on April 14, 2008 comply with all requirements of said City Code. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses. winding (rails, and beautiful parks. A great place to live, work, and play. Maren I-cuer May 13, 2008 Page 2 6. The properties are located in Flood Zone C, which is not an area of high hazard for flooding and is considered an area of minimal flooding, Community Panel Number 270051 0005 B, effective July 2, 1979. 7. There are no variances or conditional use permits required in connection with the operation of the improvements on the property or its uses. 8. The property complies with the subdivision ordinances affecting it and can be conveyed upon the filing of a plat of the property. The Chanhassen City Council approved the Subdivision of Audubon Corporate Center (preliminary and final plat) creating one lot and one outlot and right-of-way for Audubon Road on April 14, 2008. This information was researched by the undersigned as a public service. The undersigned certifies that the above information is believed to be accurate based on or relating to the information supplied; however, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records, which may be inspected during regular business hours. Should additional information be required of this office concerning the properties, you may contact the undersigned. Since Robert Generous, AICP Senior Planner Enclosure gAplan\2008 planning cases\08-07 audubon corporate center-idi distributors\zone letter maren.doc April 17, 2008 CITY OF CIIANIIASSEN Mr. Mark Undestad Eden Trace Corporation 7700 Market Boulevard 8156 Mallory Court Polo, Chanhassen, MNN 55317 Chanhassen, MN 55317 Administration Re: Audubon Corporate Center/IDI Distributors Phone:952.227,1100 Planning Case 08-07 Fax: 952.227.1110 Building Inspections Dear Mark: Phone: 952.227.1180 Fax: 952.227.1190 Enclosed please find Check No. 136239 in the amount of $217.68. This check Engineering represents a partial refund of the $1,000 traffic escrow provided to the City with Phone:952.227.1160 the submittal of the above -referenced subdivision/site plan. The balance of Fax: 952.227.1170 $782.32 was used to pay for the traffic study. Finance Phone:952.227,1140 If you have any questions, feel free to contact me at 952-227-1131 or Fax: 952.227.1110 bgenerous@ci.chanhassen.mn.us. Park 8 Recreation P2.2.211 Fax:952.227.1110 Sinter Recreation Center am 2310 Coulter Boulevard L ^ Phone: 952.227.1400 Fax:952.227.1404 Robert Generous Senior Planner Planning S Natural Resources Phone:952.227.1130 RG:ktm Fax: 952.227.1110 Public Works Enclosure 1591 Park Road Phone:952227.1300 g:\plan\2008 planning cases\08-07 audubon corporate center-idi distributors\escrow refund letter 4-17-09.doe Fax 952.227.1310 Senior Center Phone: 952.227,1125 Fax: 952,227.1110 Web Site www.d.chanhassen.mn.us SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a chaffing downtown, thriving businesses, winding [rails, and beautiful parks. A gkat place to live, work, and play. 1 Vendor: EDEN TRACE CORPORATION Vendor No: EDETRA Vendor Acct No: Invoice Number Date Description PlanCase08-07 04/16/2008 Rlse Traffic Escrow Aud Corp Ctr ]DI Dis 10 CITY CHANHASSEN 7700 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 AMERICANA COMMUNITY BANK CHANHASSEN, MN S5317 75-196-919 Pay: ***Two hundred seventeen dollars and Sixty-eight cents To the order of: EDEN TRACE CORPORATION MARK UNDESTAD 14500 MARTIN DRIVE SUITE 2000 EDEN PRAIRIE, MN 55344 Check Date: 04/17/2008 Check Amount: $217.68 Invoice Amount 217.68 136239 Date Amount 04/17/2008 $217.68 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 02/19/2008 8:29 AM Receipt No. 0064373 CLERK: lisa PAYEE: Eden Trace Corp Audobon Corporate Center IDI Distributors Planning Case 08-07 Eden Trace Corp ------------------------------------------------------- Use & variance 1,200.00 Sign Rent 200.00 Recording Fees 550.00 Wetland 275.00 Subdivision 550;..eO Traffice Escrow r-1 ,000.00 Total Cash Check 13072 Change 3,775.00 0.00 3,775.00 0.00 V �j�lrxtnce 4c.) men C'ACs- c V -6 Cc)J-e,- I t-4e -r IqC weo� p r�(s 0,0 prcded I01� April 15, 2008 CITY OF CHANHASSEN Mr. Mark Undestad Eden Trace Corporation 7700 Market Boulevard 8156 Mallory Court Pe147 Chanhassen, MNN55317 Chanhassen, MN 55317 Administration Re: Planning Case 08-07 PFax::52227.11100 Audubon Corporate Center/IDI Distributors Fax: 952.221.1110 Building Inspections Dear Mark: Phone: 952.227.1180 Fax: 952221.1190 This letter is to confirm that on April 14, 2008, the Chanhassen City Council Engineering approved the following: Phone: 952.227.1160 Fax:952.227.1170 Subdivision (preliminary and final plat) creating one lot and one outlot and right - Finance of -way for Audubon Road, plans prepared by McCombs Frank Roos Associates, Phone:952.227.1140 Inc, dated 02/15/08, revised 04/04/08, subject to the following conditions: Fax: 952.227.1110 Park & Recreation 1. Lot 1, as shown in the preliminary plat, shall be designated as Cutlot A until Phone:952.227.1120 the ultimate development of the lot is determined and a revised grading plan Fax:952.227.1110 submitted that shows the wetland impacts. Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 2• The applicant shall use BWSR U8 in all graded areas along the eastern Fax:952.227.1404 property line. Planning 8 Natural Resources 3. Existing City boulevard trees will be protected with fencing during all phases g Y P g g Phone:952.227.1130 of construction. The applicant will be responsible for replacing any trees that Fax:952.227.1110 die as a result of construction activity. Public Works 1591 Park Road 4. The north lot will be required to provide buffer yard and parking lot None:952.227,1300 landscaping as required by ordinance at the time of site plan approval. Fax: 952.227.1310 Senior center 5. All trees on the north lot within the wetland buffer and setback shall be Phone:952.227.1125 preserved until a final grading plan is approved for the lot. The developer Fa 952227.1110 shall work with staff as part of the development of the site to preserve these Web site trees through revised grading and the use of retaining walls. www.ci.chanhassen.mn.us 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be 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. Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 2 moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of SIgM Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 3 system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 4 the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain connection into Chanhassen Lakes Business Park 7`s Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 5 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7`n Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 71h Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 37. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat. Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05-08 and 04-04-08, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 6 2. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. 3. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. 4. The future building expansion shall continue the same architectural detailing of the first phase of the building. 5. The applicant shall meet minimum requirements in all bufferyard areas. 6. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. 7. The applicant shall meet minimum requirements for parking lot trees. 8. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. 9. The applicant shall use BWSR U8 in all graded areas along the eastem property line. 10. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 11. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 12. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 13. A NPDES Phase H Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 14. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 7 could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 15. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 16. All silt fence that is not laid parallel to the contours shall have 7 Hooks installed every 50-75 feet. 17. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 18. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvne of S19Me Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 19. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 20. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 21. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 5085.5 MSFC. W. Mark Undestad Audubon Corporate Center/113I Distributors April 15, 2008 Page 8 22. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5.4 MSFC. 23. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 24. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 25. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. 26. Dumpsters, if placed outside, shall be properly screened. Wetland Alteration Permit for the grading and filling of wetlands on the site, plans prepared by McCombs Frank Roos Associates, dated February 15, 2008, revised 04/04/08, subject to the following conditions: 1. The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. 2. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 3. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 9 4. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. 5. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. 6. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1 (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 7. In order for any impacts to occur on the northern parcel, Lot 1 (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. 8. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. 9. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area. Two signed mylar copies of the final plat shall be submitted to our office for signatures along with an executed copy of the cross -parking and access -easement and a copy of the title commitment or deed. Three I "=200' scale mylar reductions of the final plat and one 1 "=200' scale mylar reductions of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) of the final plat shall be submitted. Financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding as well as an administrative fee of $118,142.80 shall be submitted. Enclosed is a site plan agreement that must he executed by Eden Trace Corporation. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by August 22, 2008). The required security specified in the site plan agreement ($5,000.00) shall be submitted prior to the City issuing a building permit. A copy of the executed agreement will be returned for your files. Mr. Mark Undestad Audubon Corporate Center/IDI Distributors April 15, 2008 Page 10 The City will submit all the necessary documents to Carver County for recording of the subdivision and site plan. Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid before filing the final plat. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Si y, Robert Generous, AICP Senior Planner RG:ktm ec: Kate Aanenson, Community Development Director Joe Shamla, Project Engineer Jerry Mohn, Building Official Enclosures gAplan\2008 planning case \08-07 audubon corporate center-idi disnibutorsWpproval lettecdoc CITY OF CHANHASSEN SITE PLAN PERMIT #08-07 SPECIAL PROVISIONS AGREEMENT dated April 14, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Audubon Corporate Center IS` Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and f imishes 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 Houwman Architects, dated February 15, 2008, revised March 5, 2008 and April 4, 2008. Plan B-- Grading Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan C--Landscaping Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, Plan D--Utility Plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan E--Erosion Control Plan/SWPPP prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. 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: Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. c. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. d. The future building expansion shall continue the same architectural detailing of the first phase of the building. e. The applicant shall meet minimum requirements in all bufferyard areas. f. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. g. The applicant shall meet minimum requirements for parking lot trees. h. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. i. The applicant shall use BWSR U8 in all graded areas along the eastern property line. j. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. k. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 1. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. in. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. n. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. o. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. p. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. q. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. s. Inlet protection maybe needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. t. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. u. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. v. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5.4 MSFC. w. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. x. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. M y. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. z. Dumpsters, if placed outside, shall be properly screened. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN 3" "Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: EDEN TRACE CORPORATION fd 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 of Eden Trace Corporation. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 0 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. OccupancY. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or 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. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 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. 10 CONSENT Owner; 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_ 10 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 Chanha n, MN 55317 (952)227-1100 NOTARY PUBLIC II 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 12 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. 4/18/08 08-07 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 4/14/08 08-07 Wetland Alteration Permit 2008-07 Audubon Corporate Center THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Mark Undestad, Eden Trace Corporation SIG SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Wetland Alteration Permit for filling of 0.13 acres of wetland as part of the development of the Audubon Corporate Center 1" Addition as shown on the plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 2. ProDertV. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest comer of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. 3. Conditions. The permit is issued subject to the following conditions: a. The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. b. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. c. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. d. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. e. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. f. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1 (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. g. In order for any impacts to occur on the northern parcel, Lot 1 (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. h. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area." 4. Right to Proceed. No wetland impacts to any wetland on the Lot 1, Audubon Corporate Center ls` Addition, can occur until the credits have been debited from the Minnesota Wetland Mitigation Bank and a copy of this approval has been mailed to the regulatory authorities, including the City of Chanhassen, the account holder and the user of the credits. 5. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 6. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 7. Criminal Penalty. Violation of the terms of this wetland alteration permit is a criminal misdemeanor. Dated: April 14, 2008 CTPY OF CHANHASSEN By. W Thomas A. Furlong, M or SEAL T / : B fl .���✓�/r Y odd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 14t' day of April, 2008, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 ult.cc-�-X� Nfyy Publi dN $ KAREN J. ENGELHARDT 3. Notary Public -Minnesota I�� w; My Commission Expires Jan 31, 2010 bS-ol City Council Meeting - April 14, 2008 Bob Generous: Thank you Mayor, council members. As you stated, this is a three part approval. The first part is a subdivision. This property is located on Audubon Road, just south of the railroad tracks. It's on the east side of the road. To the south of it is the Chanhassen Lakes Business Park. To the west of it is Chanhassen Business Center. The subdivision is in two lots on a 7 acre parcel. And this is actually since the Planning Commission saw that, saw this, the applicant has revised the plat slightly to provide additional land to the north property to enhance the wetland protection potential for that property, as well as to make the property owner a little more comfortable about the development potential for that lot. These lots have, the north lot has increased approximately half an acre in size by this lot line change, and the south lot has gotten approximately a half acre smaller. Mayor Furlong: So the line moved south? Bob Generous: It moved south about 53 feet. Mayor Furlong: Okay. So both of the lots will meet the, they exceed the minimum requirements for IOP district regulations so they comply with all other standards that we have. The only issue as part of the subdivision is that there ... wetlands on the site. The wetland 1 is right at the entrance to the property. And because of the filaments on there, it's impossible to avoid these wetlands so they're completing fill this and mitigating that one. As part of the development of the northern property, they're looking at potential wetland impacts. However at this time they don't have a final development plan so we're not sure that their proposed impacts are, the minimum that are required to actually develop the property. As part of the subdivision we are recommending that this northerly lot be platted as an outlet at this time to allow the developer to come in with a final development plan and a final grading plan, and at that time you can evaluate whether or not it meets the requirements of the Wetland Conservation Act for avoidance and then minimizing impacts and then finally the mitigation requirement. On the south side there's one other wetland that is avoided through the development of the property so there's no impacts on that. Staff is recommending approval of the subdivision to create one lot at this time and one outlot for the northern property. They would have a joint access from Audubon Road for both properties so there'd be a cross access agreement. Additionally all the truck traffic would be limited to an access that was preserved through, to the development to the south and so this is where the semi trailers coming into the site will be limited to that, and that's primarily because of the sight distance issues coming over the bridge on Audubon onto the site. Mayor Furlong: Bob, excuse me. Before you, can you show us where the, you said there's a cross access across the northern lot. SCANNED City Council Meeting - April 14, 2008 Bob Generous: It will come in here and then they'll be able to share this for truck traffic if it's necessary to this property. Mayor Furlong: Okay. Bob Generous: This northerly parcel will basically they'll split that roadway or that driveway area and then this will be an access agreement between the two properties. Mayor Furlong: Okay. So the one off Audubon there will serve both. Bob Generous: Serve both lots, correct. Mayor Furlong: Both lots, and then the other cross access is to the south for the truck traffic. Bob Generous: Right, for truck access to the site. Mayor Furlong: Okay. And would that also serve as truck access for the northerly lot too? Bob Generous: Yes, semi trailers. Mayor Furlong: Semi trailers, okay. Bob Generous: Then our conditions of approval is that they revise this final plat document to show the, Lot 1 as shown here becomes an Outlot A. And then Lot 2 becomes Lot 1. And then as part of the grading this southern grading plan shows they're providing a storm water ponding. They're actually expanding the ponding to the east to handle this. There's something unique about this property. It's actually in two watershed districts. The northern property goes to Bluff Creek and this other one goes to Lake Susan so we have to make sure that we continue to direct the water in the appropriate location as part of any development proposal. And that's, when the applicant originally when he came in under the grading plan they showed impacts to this northerly wetland that came all the way into here and impacted that. We advised them that they need to revise this. They haven't done completely what we directed, but they have improved the impacts and reduced the amount. One of the things that we're recommending is that they use the finished floor elevation on this building down to 952. Apparently they showed this at 954 so they can drop that can that reduces the grades of the grading that will have to take place on this site. So with that staff however is recommending approval of the plat as stated with conditions in the staff report. And those begin on page 16. The second part is the site plan. And this is on the southerly lot, which would be Lot 1. It's ultimately it will be approximately a 71,000 square foot office warehouse building. The first phase is 55,200 square feet. They have just 45,200 square feet on the footprint and then another 10,000 square feet on the second floor. The office space is limited to the west side of the building. The entire first floor area would be warehouse except for the entry into the office. One story building. I don't know if this shows up on this. It's a cement finished building. There's an added concrete and I have the material samples here. And faux stone finish and the columns and at the lower level like a light stone around the building. Again the second floor on the west elevation is the office space and so that's where all the articulation and windows are located. However they are, most of them including window City Council Meeting - April 14, 2008 space on the lower level. We believe this is an attractive building and it complies with all the requirements of the Chanhassen City Code for site plan review. We are recommending approval of the site plan for this development based on the conditions of the staff report. And finally for the wetland alteration permit. Again we're only recommending approval of the impacts to the wetland 1. The one that's right at the entrance to the site. When they're ready to come in the final plat, the northerly lot, the outlot and have a site plan review, then we'll review that wetland impact wetland alteration permit at that time and give it approval. With that I'd be happy to answer any questions. Thank you. Mayor Furlong: Thank you. Any questions for Mr. Generous? Um, go ahead. Councilman Litsey: Well I was just going to say, I guess I'm still a little unclear. We talked about the impacts of the wetlands and that they've met some of the things that were asked of them. Where's that at? I mean is it, how much more needs to be done with that? Bob Generous: Yes. On the first building they've met all our discussions on that. On the second building they just have a concept right now so we don't really know if they need all those impacts. They show, the revised landscaping, or grading plan that they brought in is their second iteration and we've seen that they can have reduced the potential impacts to that site but we don't really know what the final use of that property is. We can't do the evaluations to determine if it complies with the Wetland Conservation Act and city ordinance on that. We think, they're moving in the right direction. We think there's possibly some additional things that would help. One, like I said, reducing the finished floor elevation by 2 feet reduces the, how far out they have to grade the site and so that will, may help it some more. We don't know yet. We don't have that information and so when we do we can make that evaluation. Councilman Litsey: But you're comfortable with the safeguards that are in here to help control that process so that we'll make sure that happens. Bob Generous: Yes. Councilman Litsey: Okay. Kate Aanenson: So the end is just a future decision. We want to, until we actually have a real building. Councilman Litsey: Right. Okay, that helps. Thanks. Mayor Furlong: And it's clear on here that that is a future decision. That that's. Bob Generous: Yes. And both the subdivision and the wetland alteration permit specify that. Mayor Furlong: Can you put the plat back up again? Actually we can start with that picture because I had a question on that too for the site plan_ Bob Generous: We'll start with this one? 10 City Council Meeting -April 14, 2008 Mayor Furlong: Start with that one right there, sure. The green hash area to the north of the purple box, it says future addition. Bob Generous: Yes. Mayor Furlong: Now is that, did you look at this as if that addition was being. Bob Generous: That's con-ect. As far as our evaluation for site coverage and parking, that would be included in that. Mayor Furlong: Okay. Alright. Bob Generous: Right now we're saying you can enhance the environment there. Plant some additional trees so that employees have a place to sit outside and then when you need to expand, you can go ahead and cut those trees down and there'd be no penalty against it. Mayor Furlong: Okay. Okay. If you have the one with the two lots that shows the wetlands on it. I think that might be getting back to Councilman Litsey's point... The one that they're impacting, as we look at this, is the lower left. And that's being filled in and mitigated for other means. Bob Generous: Right. They're buying wetland credits. Mayor Furlong: Okay. And then the one that Mr. Litsey was talking about, Councilman Litsey is that one up there, that you're pointing to now? Bob Generous: Correct. Mayor Furlong: That one up there so everybody knows exactly which one I'm looking at when I say that one right there. That's going to look real good on the minutes too. The wetland to the far right there over by Lot 1. Are they impacting the lower one there, yes? You're pointing to it now. I don't know if that's 2 or 3 or what number that is. Bob Generous: This is Wetland 3 and they are not impacting. They're combined with the buffer yard requirements and all setback requirements. Mayor Furlong: Okay. Okay, good. Thank you. Did you get? Councilman Litsey: Yep. That helps, thanks. Mayor Furlong: Other questions. Councilwoman Tjomhom. Councilwoman Tjornhom: There seems to be this discrepancy when it comes to the landscaping and trees in the parking lot. Required is 24 overstory and proposed is 4. That's a huge City Council Meeting - April 14, 2008 difference. What formula did we use to decide that we needed 24? That's in our landscaping. And also to Bob, islands versus 8. There's a chart. Bob Generous: Yes, I see that. I didn't realize there was that big a discrepancy. I do have the landscaping plan. Councilwoman Tjomhom: Is it a typo? Bob Generous: I think it's because they're not showing the landscaping... There's ample opportunities to provide those to the site. Councilwoman Tjomhom: Okay. Bob Generous: On the back and adjacent to the truck access area up in the northwest corner of the site. Councilwoman Tjomhom: And what is the methodology for deciding 12 islands versus 8 islands? Bob Generous: The ordinance requires a landscape island for every 6,000 square feet of vehicular use area so when you calculate all the drive area, it's an equation and then they come up with those numbers. Mayor Furlong: So I guess to follow up on that question is, right now it's one of the conditions that they meet the requirements. Bob Generous: That they comply with the city ordinance, correct. Mayor Furlong: Okay. Other questions at this time for staff? The applicant, any comments? Thoughts? Make any comments? Mark Undestad: Just one quick one mayor and council members. Mark Undestad with Eden Trace. Just what's kind of going on recently on that north lot. The current owner of that, we are going to put together a grading plan, a building design plan to get that thing rolling. Up until just a few days ago the thought was to plat it out and then... Just to get all this stuff worked out right now. And hopefully get some of the dirt work and stuff cleaned up now before we put that building in and we're not doing damage to the parking lot and roads. Mayor Furlong: So are you going to be grading much up into that outlot now into the northerly lot or? Mark Undestad: No, not tight now. What we're going to do is we're going to put a plan together right now to show you know what can go on there. Future building and... Mayor Furlong: Okay. 12 City Council Meeting - April 14, 2008 Mark Undestad: Once we get that all in here and approved, then we can get the site graded. The dirt work ready now but the building may not go in for a year or two. Mayor Furlong: On the northerly lot as well? Okay. Mark Undestad: But again that would be a separate grading. Separate... Mayor Furlong: Oh, that would come back through? Kate Aanenson: Our ordinance requires that they'd have to have grading approval in order to put, you know if they wanted to balance the site and make it work so they didn't have to come back and do that later, which is often prudent but because it involves the wetland permitting, we'd have to have more detail on that so that's something that we would work through. Mayor Furlong: That would be a second proposal, application coming through so. Kate Aanenson: Yes, exactly. Mayor Furlong: Okay, okay. Alright. Good, any questions for Mr. Undestad, the applicant? Okay. No? Very good. Thank you. Any follow up questions at all? Other than that, comments. Thoughts. Mr. Litsey. Councilman Litsey: I think it's been answered and I'm comfortable with what staff recommended. Mayor Furlong: Okay, thank you. Councilwoman Ernst. Councilwoman Ernst: No. I'm fine with the proposal. Councilwoman Tjomhom: No, I think it will be a good project and a nice looking building and so it will be another good building in Chanhassen. Councilman McDonald: It ends up being a good fit for the neighborhood that it's in and everything. I think it will add something so I'm fine. Mayor Furlong: Okay. Very good. I agree with council because I think a lot of work has been done and it's ready to go. I think that it is a good looking building and it's going to add to the, that corridor there along Audubon Road and the businesses along there so I think that's good. Any other comments? If not, the motions. We have 3 motions. They begin on page 151 of our electronic packet or page 16 of the staff report. Todd Gerhardt: Mayor, I just wanted to add a comment. John Sullivan I think kind of gave a great preamble to this development. This has kind of been our signature here for the past 6 years and watching a lot of office industrial come into the community and you're going to probably see some more of this in the coming year so I think Mark has done an excellent job with some of his developments. Working with Steiner on their's. It is very tastefully done and it creates jobs. It 13 City Council Meeting - April 14, 2008 feeds our retail community and Dave has been a long time resident and community business person and you know it's nice to see him maximize the use of his property this way so, I think he really cares on how this development is done so you have 2 good people working on this one. Mayor Furlong: Sounds great. Thank you for those comments. Anybody who'd like to start with a motion? Councilwoman Tjomhom: I'd love to start with a motion. The Planning Commission, let's see. The Chanhassen City Council, I'd like to make a motion that the Chanhassen City Council approve the subdivision, preliminary and final plat creating one lot and one outlot and right-of- way for Audubon Road, plans prepared by McCombs Frank Roos Associates, Inc, dated 2/15/08, revised 4/04/08, subject to the following conditions 1 through 39. Mayor Furlong: Okay. Councilman McDonald: I second. Mayor Furlong: That's fine. Any reason, does anybody object to us taking all 3 at the same time? Just to go faster. Why don't we go ahead and go with B. Councilwoman Tjomhom: Let me get that. I'd also like to make a motion that the City Council approve the Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05-08 and 04-04-08, subject to the following conditions 1 through 26. And then I'd like to make the motion the City Council approves the Wetland Alteration Permit for the grading and filling of wetlands on the site, plans prepared by, dated received February 29, 2008, revised 04/04/08, subject to the following conditions 1 through 9. Mayor Furlong: Very good. Mr. McDonald, second? Councilman McDonald: I second all three. Mayor Furlong: Thank you. Any discussion? No? Resolution #2008-26: Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves the subdivision (preliminary and final plat) creating one lot and one outlot and right-of-way for Audubon Road, plans prepared by McCombs Frank Roos Associates, Inc, dated 02/15/08, revised 04/04/08, subject to the following conditions: 1. Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 14 City Council Meeting -April 14, 2008 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 15 l City Council Meeting -April 14, 2008 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad 1101 City Council Meeting - April 14, 2008 elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the stone sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain connection into Chanhassen Lakes Business Park 71h Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 17 City Council Meeting - April 14, 2008 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7`s Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 7'" Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 37. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat." All voted in favor and the motion carried unanimously with a vote of 5 to 0. IU City Council Meeting -April 14, 2008 Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves the Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office - warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05-08 and 04-04-08, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. 3. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. 4. The future building expansion shall continue the same architectural detailing of the first phase of the building. 5. The applicant shall meet minimum requirements in all bufferyard areas. 6. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. 7. The applicant shall meet minimum requirements for parking lot trees. 8. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. 9. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 10. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 11. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 12. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. LL'] City Council Meeting - April 14, 2008 13. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 14. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 15. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 16. All silt fence that is not laid parallel to the contours shall have 7 Hooks installed every 50-75 feet. 17. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 18. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of SloW Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 19. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 20. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 20 City Council Meeting - April 14, 2008 21. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. 22. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5.4 MSFC. 23. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 24. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 25. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. 26. Dumpsters, if placed outside, shall be properly screened." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves the Wetland Alteration Permit for the grading and filling of wetlands on the site, plans prepared by, dated received February 29, 2008, revised 04/04/08, subject to the following conditions: The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. 2. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 21 City Council Meeting - April 14, 2008 3. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 4. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. 5. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. 6. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1 (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 7. In order for any impacts to occur on the northern parcel, Lot I (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. 8. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. 9. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area." All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPOINTMENTS TO COMMISSIONS. Mayor Furlong: Over the last few meetings, during the meetings in March we interviewed a number of candidates for our various commissions. We made appointments to the Planning Commission earlier at our March meeting, and I cannot get to, is there a paper copy? Thank you. We also had interviews, interviewed residents that were interested in serving our park and rec, our environmental and our senior commission as well, and there was a number of good candidates as usual. Interested in serving. After much discussion of the council at the last one decided to move forward with a number of the applicants for appointments. For the Park and Rec Commission there are three-3 year positions and it will be the intention here this evening to appoint Glenn Stolar, Steve Scharfenberg, and Scott Wendt to those 3 positions on the Park and Rec Commission. For the Environmental Commission we had two-3 year positions. We move forward this evening with appointment of J. Richard Relick and Beverly Foster to those two positions on the Environmental Commission. And then there were also two positions on the Senior Commission and we'll move forward and appoint Carol Buesgens and Fred Prinz to those 22 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA DATE: April 14, 2008 RESOLUTION NO: 2008-26 MOTION BY: Tiornhom SECONDED BY: McDonald A RESOLUTION APPROVING A FINAL PLAT CREATING AUDUBON CORPORATE CENTER 1ST ADDITION WHEREAS, David A. Stockdale and Jane K. Anderson have requested a subdivision of their property into two lots of 2.65 and 3.62 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 18, 2008 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Audubon Corporate Center 1" Addition (Planning Case #08-07) creating one lot, one outlet and public right-of-way for Audubon Road for the property legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest comer of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. The approval of the subdivision is subject to the following conditions: 1 SCMNEO Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wedand buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase 11 Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion bermstditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 2 n3HitJtJi. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TTyK of S1oyee Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wedand impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain 4 connection into Chanhassen Lakes Business Park 7te Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block I will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7's Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block I until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block I through Chanhassen Lakes Business Park 7t' Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 5 37. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat. Passed and adopted by the Chanhassen City Council this le day of April, 2008. ATTEST: Todd Gerhardt, City Clerk/Manager YES NO Furlong Ernst Litsey McDonald Tjomhom 6 '— Thomas A. Furlong, Mayor ABSENT MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner ❑❑C��I��T�❑Y��OF CIIH11I1t SEN 6` " DATE: April 14, 2008 7700 Markel Boulevard PC Box 147 SUBJ: Audubon Corporate Center/IDI Distributors Chanhassen, MN 55317 Planning Case #08-07 Administration Phone: 952.227.11W Fax:952.227.1110 EXECUTIVE SUMMARY Building Inspections Phone: 952.227.1180 Request for Subdivision approval of seven acres into two lots and public right-of- Fax:952.227.1190 way; Site Plan approval for a 55,200 square -foot two-story office/warehouse Engineering building with a future 16,272 square -foot expansion; and a Wetland Alteration Phone:952.227.1160 Permit to alter or fill wetlands on site. Fax: 952.227.1170 Finance ACTION REQUIRED Phone: 952.227.1140 Fax: 952.2271110 City Council approval requires a majority of City Council present. Park & Recreation Phone:952.227.1120 PLANNING COMMISSION SUMMARY Fax: 952.227.1110 Recreation Center The Planning Commission held a public hearing on March 18, 2008 to review the 2310 Coulter Boulevard Phone:952.227.1400 development. The Planning Commission voted three for and none against proposed P g g Fax:952.227.1404 a motion recommending approval of the project with a condition 26 regarding dumpster screening added to the site plan approval. (Note: Due to a vacancy on the Planning & Planning Commission and the need to recuse one commissioner from the Natural Resources Phone: 952.2271130 proceedings, there were in essence only five commissioners, resulting in a quorum Fax.952.227.1110 of three and a majority vote of three members.) Punic works 1591 Park Road The Planning Commission's only concern with the project was to direct staff to g Y P 1 Phone:952.227.1300 work with the applicant to reduce or eliminate the wetland impacts on the northern Fax:952.227,1310 wetland basins. Senior Center Phone:952.227.1125 Revised plans have been submitted which shift the lot line between Lots I and 2. Fax:952.227.1110 Although this plan makes significant reductions in the wetland impacts, until an Web She actual site plan has been submitted for approval, the actual amount of wetland www.ci.chanhassennn.us impacts associated with Lot I remains unknown. Staff recommends that Lot 1 be platted as an outlot and that no wetland impacts on Lot I be approved or allowed until the applicant has site plan approval for Lot 1, assuming the requirements of the Wetland Conservation Act are met. Further, stormwater treatment will be needed to treat the runoff from the development of Lot 1. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Todd Gerhardt Audubon Corporate Center/IDI Distributors Planning Case 2008-07 April 14, 2008 Page 2 RECOMMENDATION Staff and the Planning Commission recommend adoption of the motions as specified on pages 16 through 23 in the staff report dated March 18, 2008 approving the subdivision (one lot and one outlot), site plan, and a wetland alteration permit for wetland 1 only. ATTACHMENTS 1. Planning Commission Staff Report Dated March 18, 2008. 2. Resolution Approving Audubon Corporate Center 0 Addition. 3. Site Plan Permit #08-07. 4. Wetland Alteration Permit #08-07. g9p1an\2008 planning cases\08-07 audubon corporate center-idi distributoa\ezecutive sununary.doc CITY OF CHANHASSEN STAFF REPORT PC DATE: March 18, 2008 ❑ CC DATE: April 14, 2008 REVIEW DEADLINE: April 22, 2008 CASE #: 08-07 BY: RG, ML, JM, JS, JS PROPOSAL: Request for Subdivision approval of seven acres into two lots and public right-of- way; Site Plan approval for a 55,200 square -foot two-story office/warehouse building with a future 16,272 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site. LOCATION: 8301 Audubon Road APPLICANT: Eden Trace Corporation/IDI Distributors Equitable Holding Company LLC 8156 Mallory Court 7667 Equitable Drive Chanhassen, MN 55317 Eden Prairie, MN 55344 D (952)361-0722 mark@edentrace.com PRESENT ZONING: Industrial Office Park, IOP 2020 LAND USE PLAN: Office/Industrial ACREAGE: 6.99 acres DENSITY: Lot 2 - F.A.R. 0.39 SUMMARY OF REQUEST: The developer is proposing two -lot subdivision, site plan review for a 45,200 square -foot office warehouse building with a 16,272 square -foot future expansion, and a wetland alteration permit to fill portions of wetlands on site. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. The City has limited discretion in approving or denying a wetland alteration permit, based on whether or not the proposal meets the wetland alteration permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable wetland alteration permit standards are met, the permit must be approved. This is a quasi judicial decision. ac"No Location Map (Subject Property Highlighted in Yellow) Audubon Corporate Center/IDI Distributors 8301 Audubon Road Planning Case 2008-07 Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 2 of 24 PROPOSAUSUMMARY The applicant is requesting subdivision approval to divide a seven -acre site into two lots and public right-of-way for Audubon Road. As part of the overall site development, portions of the wetland in the northeast comer of the site will be filled. The northerly lot would be retained by the current property owner. The southerly lot is concurrently being reviewed for site plan approval for a 55,200 square -foot two-story office -warehouse building. The second story will occupy 10,000 square feet of the building and will house the office component of the building. The lower story will encompass the warehouse portion of the building. A 16,272 square -foot expansion of the building is shown on the north side of the building. The proposed expansion would continue the building architecture and detailing. The proposed development is surrounded by other office -industrial uses. To the north are the Twin Cities and Western Railroad corridor and the City's Public Works building and storage area To the east is a two- story office building with extensive wetland and ponding areas south of it. To the south are office and i industrial buildings within the Chanhassen Lakes - Business Park. As part of the development of that park, an access easement to this property was created between Lots 2 and 3, Block 1, Chanhassen Lakes Business Park 7s' Addition. Water and sewer service is available to the site from ►% Audubon Road. Access to the site will be from Audubon Road for automobiles and Lake Drive West for semi -trailers. Access for both parcels will be via a ; u ` r; shared private street (driveway). The site has previously been used as a farmstead and as a contractors yard. As part of the development of the Chanhassen Lakes Business Park 7s' Addition, dirt was brought to the western portion of the property. Wetland complexes are located in the northeast and east central portions of the property. These wetlands extend on to the property to the east. The site's high point at 962 is located in the northwest portion of the property slopes to the north toward the railroad with an elevation of 935, to the east wetland complexes with an elevation of approximately 940. There are clusters of trees around the northeastern wetland complex and at the farmstead. Those adjacent to the northeast wetland should be preserved. C14rA \rcvvj LLC J • it i� Staff is recommending approval of the subdivision with one outlot and one lot; approval of the site plan with approximately a 71,000 square -foot two-story office -warehouse building, and approval of the wetland alteration permit for impacting wetland 1 only. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 3 of 24 APPLICABLE REGUATIONS Chapter 18, Subdivisions Chapter 20, Article H, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article XXIEI, "IOP" Industrial Office Park District Chapter 20, Article XXM, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments BACKGROUND On July 10, 1989, the Chanhassen City Council approved CUP #89-2 permitting a landscaping contractor's yard at 8301 Audubon Road. On July 25, 1988, the Chanhassen City Council approved a site plan for an office/warehouse building for Merit Heating and Cooling. The applicant subsequently withdrew the proposal prior to development on the site. The site was used as a single-family residence with a horse barn and horse pasture. SUBDIVISION REVIEW The applicant is requesting subdivision approval for Audubon Corporate Center creating two lots and right-of-way for Audubon Road. Lot 1, the northerly lot, is 24-6 2.65 acres. Lot 2, which is also concurrently being reviewed for site plan approval for a 71,500 square - foot, two-story office warehouse building, is 4" 3.62 acres. Access tc the site is via Audubon Road through a common access to the mad and via an access easement through Lots 2 and 3, Block 1, Chanhassen Lakes Business Park 7 h Addition south to Lake Drive West. The proposed subdivision of the property meets all the requirements of the Industrial Office Park District regulations. Until the final wetland impacts can be determined, the northerly lot should remain an outlot. GRADING, DRAINAGE AND EROSION CONTROL The 7.0 acre site is located south of the Twin Cities and Western Railroad, east of Audubon Road, and north and west of Chanhassen Lakes Business Park 7`s Addition. Existing on the site is a farmhouse with a barn and four sheds. Pasture -type vegetation covers most of the site. The site is bisected by a narrow area of wetland. There is also a topsoil fill area on the western part of the site. All of the on -site structures must be removed prior to commencement of grading. Grading will take place on the site to prepare the building pad and parking areas. There is a large amount of topsoil onsite. The site should be mass graded to minimize the truck traffic after completion of the southern property. A 20-foot buffer where no grading can take place is Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 4 of 24 required around the wetland on the northern property. The building pad elevation for the northern property should be lowered two feet to minimize the future impact to the wetland. Existing drainage is divided into three main areas. The fast drainage area which is approximately 60 percent of the site drains towards the northeast wetland. Drainage area number two is approximately 30 percent of the site and drains toward the wetland east of the site. The last drainage area (approximately 10 percent of the site) drains into the existing pond in Chanhassen Lakes Business Park 7`h Addition, which drains into the wetland east of the site. There are three proposed drainage areas for this site. The first drainage area, which is approximately 65 percent of the site, will enter the existing pond created in Chanhassen Lakes Business Park 7t6 Addition. This pond will be enlarged to accommodate the drainage from this proposed development. The second drainage area is approximately 25 percent of the site and will drain towards the wetland in the northeast corner of the site. At the time of development of the northern site, a pond will be created to treat the stone runoff prior to discharge into the wetland. The third drainage area (approximately 10 percent of the site) is a wetland area and is part of the larger wetland east of the site. Drainage calculations have been provided, but will need to be revised. This site is part of two watershed districts. The northern wetland and drainage area is part of the Bluff Creek Watershed District, where the eastern wetland and drainage is part of the Lake Susan Watershed District. Predevelopment peak discharge rates to the northern wetland and the wetland to the east must be maintained post development. Rational method calculations showing a map of the drainage areas will be needed for the sizing of the storm sewer. An easement is required from the appropriate property owner for any off -site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Erosion and Sediment Control A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. The Storm Water Pollution Prevention Plan (SWPPP) has been prepared and supplied to the Carver Soil and Water Conservation District for their review and comment. The SWPPP needs to include the total area disturbed, the total change in impervious surface as well as all pertinent contact information. The SWPPP and erosion control plan needs to specifically address how the pond will be constructed to protect the water quality of the existing pond. This plan should include the dewatering of the pond through appropriate best management practices as well as timing and sequence of construction. All wetlands need to be clearly labeled in the erosion control plan. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 5 of 24 The following edits are also needed within the SWPPP: 1. Move the Maintenance section left on the sheet to make the SWPPP more legible. 2. Item 6 under General Provisions shall include language stating that the location shall be readily accessible to any agent requesting the SWPPP. 3. Item 12 under General Provisions shall include language to indicate that the concrete washout area shall be clearly marked on the site and on the plan set. 4. Item 17 under General Provisions shall have the word "upslope" stricken and the word "any" added before "soil disturbing activities". As indicated on the plan, erosion control blanket shall be installed on all slopes greater than or equal to 3:1. At a minimum, this includes those slopes immediately east of the existing wetland basins. This appears to have been addressed in the erosion control plan. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets should be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. RETAINING WALLS The proposed retaining walls are as follows: Location Length Maximum Height a rox.) (approx.) East side of the proposed drive line 190 feet 6 feet around the area of the existing wetland. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 6 of 24 SURFACE WATER MANAGEMENT PLAN (SWMP) CONNECTION CHARGES Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on commercial development rates of $6,820 per acre. Total area, less that portion in Outlot A and right-of-way equals 44I2 3.62 acres. Therefore, the water quality fees associated with this project are $24,688.40 28,I8.40. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average city wide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Industrial developments have a connection charge of $13,680 per developable acre. This results in a water quantity fee of approximately $49,521.60 53,'��o for the proposed development. SWMP Credits This project proposes the construction of one NURP pond. The applicant will be credited for 50% of the water quality charge for each acre draining to the NURP pond on site. Subcatchment S2 drains to the NURP pond and has a watershed area of 3.413.62 acres. This is equivalent to a water quality credit of $12,344.20 12,9�. The developer proposes one outlet structure with energy dissipation BMPs. These two structures result in a $2,500 credit. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80 69,^v� 033oi^v. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. Sanitary sewer and watermain have been stubbed to the property off of Audubon Road. All of the utilities within the property boundary should be privately owned and maintained. These utilities must be covered by a Cross -Access Agreement. An 8-inch, 850 LF watermain loop will service this development. This line will connect to an existing stub off of Audubon Road and an existing 8-inch line installed in Chanhassen Lakes Business Park 7t6 Addition. Sanitary sewer for this development will extend from the existing stub provided off of Audubon Road. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. Each new building is subject to sanitary sewer and water hookup charges. This property was assessed for 23 trunk sewer charges during City Project 91-17A. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 7 of 24 and $4,799 for watermain. Sanitary sewer and watermain hook-up fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Lateral assessments for sewer and water were paid for with City Project 89-18. All of the utility improvements are required to be constructed in accordance with the City s latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 (engineer estimate of $12,000.00 x 110%) to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. EASEMENTS Easements are required to provide access to Lot 1, Block 1. A Private Drive Easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 74' Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. A 10-foot drainage and utility easement has been provided along all public right-of-way. There has also been a 5-foot drainage and utility easement between adjacent properties. SITE ACCESS Access to the site is provided by Audubon Road and Lake Drive West. The proposed drive off of Audubon Road is approximately 84 feet north of the existing Kingdom Hall drive that is across the street. The City's traffic consultant has reviewed the proposed drive access and found that the minimum safe site distance required for passenger vehicles is approximately 70 feet north of the existing Kingdom Hall drive. Tractor -trailers will not be permitted to use this drive as it does not meet the minimum site distance. The access spacing guidelines between adjacent driveways in the 2020 Comprehensive Plan is 230 feet. Since Kingdom Hall peak traffic is at off-peak times of this proposed development, City staff feel that this drive location will be acceptable as long as the minimum site distance requirements have been met. The second access to the site is a tractor -trailer access off of Lake Drive and through Chanhassen Lakes Business Park 7`s Addition. This access must provide tractor -trailer access to Lots 1 and 2, Block 1. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 8 of 24 Upon project completion, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. This fee is for areas within the city where new developments will impact major roadway systems that the City has identified for improvements. The fee will be based on the commercial rate of $3,600 per developable acre. MISCELLANEOUS The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. Concept sketches have been provided to the City for the northern parcel. It is unclear at this time the size of the building or parking lot that will fit on this parcel. The proposed pond is shown only to show that the drainage for the northern site can be accommodated. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. TREE PRESERVATION Existing trees on the north lot include several large oaks near the wetland area and outside of the proposed building pad or parking lot. However, grading on the lot extends to and, in places, over the wetland edge and eliminates these trees. Because of their proximity to the wetland and location outside of any proposed usable area, staff recommends that retaining walls be required at the edge of the buildable area and all trees be preserved. PARKS AND RECREATION Parks This property is located within the park service area of Sunset Ridge Neighborhood Park. This 10- acre property features off-street parking, a ball field, basketball court, play area, trails, a wetland and open space. No additional parkland acquisition is being recommended as a condition of approval for this subdivision. Trails The subject site has convenient access to the Audubon Road pedestrian trail. The applicant should be required to protect and maintain access to this public amenity during the construction of their project. The Audubon Road trail connects to the Lake Drive West pedestrian trail just south of this Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 9 of 24 proposed subdivision providing convenient access to Sunset Ridge Park and the remainder of the City's trail system. No additional trail construction is being recommended as a condition of approval for this subdivision. It is recommended that full park fees in lieu of parkland dedication and/or trail construction be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. For 2008, the required park fee is $12,500.00 per acre. COMPLIANCE TABLE Area Frontage Depth Notes (square feet) (feet) (feet) Code 43,560 200 200 1.0 acre Lot 1 94,038 263 2W 2-16 2.65 115,555 308 308 acres Lot 2 179,148 382 467 4.44 3.62 157,631 328 458 acres Right-of-way 31,555 1 0.72 acre Total 1 304.740 1 i6.99 acres Setbacks: Building (ft.) Parking (ft.) Front 30 30* Side 10 0 Rear 10 0 Wetland** 50 35 Notes: *Parking setback may be reduced to 10 feet through the use of berming and landscaping to provide 100% screening of the parking area. **Includes a 20-foot wetland buffer. GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Audubon Corporate Center/113I Distributors Planning Case 08-07 March 18,2008 Page 10 of 24 second story, office area. The second phase of development will include a 16,272 square -foot expansion of the building. Size Portion Placement The main entrance to the building is located on the west side of the building in the center of the first phase of the development. The entrance is covered by metal canopy. The entrance is further emphasized by cultured stone veneer, flanking columns, and a raised, arched parapet with a decretive, keystone voussoir at the center of the arch. The entrance is projected out five feet from the main area of the building, stepping back four feet in the area of the two-story window projections, which then steps back one foot to the main building. Since the offices are located on the second story of the building, the window treatments along the entire front of the building are also pushed up to the second level. Material, Detail and Color The building material is Fabcon exposed aggregate panels. The recessed office walls consist of red rock panels with cultured stone veneer (Western ledge Stak Mustang with stone cap). The window towers consist of buff -colored, smooth -finished, exposed aggregate concrete panels. Window sills consist of Mojave -colored (tan) burnished block. The majority of the building, around the warehouse, consists of buff -colored uniform low ribbed, exposed aggregate, concrete panels with a smooth band around the building. The windows consist of Hartford green aluminum flames with clear glass. Green sprandral glass panels are located in the upper two panes of the end unit office windows. A Hartford green prefinished metal coping caps the raised parapet walls with medium bronze prefinished metal coping on the balance of the parapets. Architectural lighting is proposed in the window towers above each window and above the entrance canopy. Height and Roof Design Height is limited to 4 stories or 50 feet in the Industrial Office Park District. The building has a stepped parapet height with the recessed wall areas at a height of 31 feet, the stepped window areas at a height of 35 feet and the main entrance with a curved parapet at a height of 45 feet. Mechanical equipment on the roof shall be screened through the use of low -profile units and placement away from the edges of the roof. No wooden fences are permitted on the roof for equipment screening. Facade Transparency Over 50 percent of the office elevation that is viewed from Audubon Road includes windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 11 of 24 Site Furnishing The developer is proposing a canopy over the main entrance to the building. They should also incorporate an outdoor break area with picnic tables or benches for employee use. The developer should also provide a pedestrian connection from the site to the trail on Audubon Road. Pedestrian ramps shall be installed at all curbs along this pathway. Loading areas, refuse area, etc. Loading areas are located on the southeast comer of the building, which is screened from public view by the building. Semi -trailer access to the site will be limited to the Lake Drive West access. No specific refuse area is proposed. A note on the plan states that dumpsters will be set inside the building and wheeled through the drive-in overhead door. An area north of the retaining wall in the truck docking area could be utilized as dumpster location. Landscaping Minimum requirements for landscaping include 6,071 square feet of landscaped area around the parking lot, 24 trees for the parking lot, and boulevard trees along Audubon Road. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 6,071 sq. ft. 57,330 s . ft. Trees/ parking lot 24 overstory 12 islands or peninsulas 4 overstory 8 islands/peninsulas Boulevard trees/Audubon Rd 10 overstory 7 overstory The applicant does not meet minimum requirement for landscaping quantities and will be required to increase quantities in order to meet minimums. Bufferyard Requirements The applicant does not meet minimum requirements for bufferyard plantings. Staff recommends that the applicant increase the quantity of canopy trees in those areas to meet minimum requirements. In the future expansion area, the applicant has proposed a standard grass mix. The area is nearly an acre in size and could be temporarily covered with an alternative landscape that would require less maintenance and provide a potential area for an outdoor employee break area. Staff proposes that the applicant seed the area with a fescue mix and plant it with aspens to create a temporary grove. This species will provide quick cover and could be easily removed when the expansion is needed. In the meantime they would provide the general benefits of trees such as a reduced heat island effect and stormwater runoff reduction. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 12 of 24 Existing trees on the north lot include several large oaks near the wetland area and outside of the proposed building pad or parking lot. However, grading on the lot extends to and, in places, over the wetland edge and eliminates these trees. Because of their proximity to the wetland and location outside of any proposed usable area, staff recommends that retaining walls be required at the edge of the buildable area and all trees be preserved. Required Proposed South property line 5 canopy trees 5 canopy trees bufferyard B — 20' x 360' 7 understory trees 3 understory trees 13 shrubs 0 shrubs East property line 4 canopy trees 5 existing trees bufferyard B — 20' x 320' 6 understory trees Existing grass and wetlands 12 shrubs West property line 6 canopy trees 7 canopy trees bufferyard C — 30' x 320' 16 understory trees 17 understory trees 22 shrubs 21 shrubs Lot Frontage and Parking location Parking for the building is distributed around the building. Approximately 50 percent of the parking is located between the front fagade and Audubon Road. The balance is on the north and east sides of the building. Lighting/Signage Architectural lighting is proposed, exterior finish note number 23, in most of the window tower features and above the entrance canopy. Such lighting may only be downcast. A decorative, shoebox fixture (high-pressure sodium vapor lamps) with a square ornamental pole shall be used throughout the development area for area lighting. Site lighting is limited to a height of 30 feet. The development plans show metal halide lighting, which must be revised to high- pressure sodium vapor. All light fixtures shall be shielded. The developer is showing a monument sign at the driveway entrance of the property. All free- standing parcel signs shall be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The applicant is also showing wall signage at the building entrance. Wall signage shall comply with City Code requirements for signage in the industrial office park. Sign must use individual dimension letters with a minimum of one-half inch depth. Logos may not exceed 15 percent of the signage area. Wall signage shall be backlit if illuminated. A separate sign permit is required for signage. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 13 of 24 Miscellaneous A 3- foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved, Section 508.55 MSFC. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants, Section 508.5.4 MSFC. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. Fire hydrant locations are acceptable. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction, except when approved alternate methods of protection are provided. Yellow curbing and no parking fire lane signs will be required. The developer shall contact Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. COMPLIANCE TABLE IOP IDI Buildins Building Height 4 stories 2 story 50 feet 45 feet Building Setback N - 10' E - 10' N — 7q 36' E - 100' W-30'S-10' W-95'S-16' Wetland Setback: 20' buffer 20' buffer Building 30' to buffer 50' to buffer Parking 15' to buffer 15' to buffer Parking Stalls 86 71 stalls 99 76 stalls (Office 5/1,000 with 10,000 7,000 sq. ft. of office equals 50 35 stalls. Warehouse 1/1,000 for first 10,000, then 1/ 2,000 thereafter with 61,472 sq. ft. of warehouse equals 36 stalls.) Parking Setback Hard Surface Coverage N-0' E-10' W-30' S-0' 70% N-23'E-14' W-30'S-10' Fvr6w Lot Area 1 acre 444 3.62acres Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 14 of 24 WETLAND ALTERATION PERMIT Existing Wetlands Three jurisdictional wetlands exist on site. Wetland and Wildlife Consulting, Inc. delineated these wetlands on August 8, 2007 and provided a report dated October 26, 2007. The wetland delineation was reviewed by the City of Chanhassen on November 4, 2007. The delineated boundaries were determined to reflect the jurisdictional extent of the wetlands. Wetland 1, located immediately north of the existing drive, and Wetland 2, located adjacent to the railroad corridor on the north side of the property, are considered one basin in the Chanhassen Surface Water Management Plan, but field conditions indicated that the two basins are separate. According to the wetland inventory, Wetland 1 is classified as a Manage 2 wetland. Although the wetland located southwesterly on the property was not assessed using the MN Routine Assessment Method, all indications were that it is a severely degraded wetland that would more likely be classified as Manage 3. The wetland was dominated by reed canary grass and agricultural weeds with a considerable amount of debris throughout. It is conceivable that the wetland was created with the stockpile of soil materials on the site but conclusive evidence to this fact has not been found. The remaining wetlands are classified as Manage 2 which is appropriate for the basins. Wetland 1 will be impacted in its entirety. The applicant is proposing to mitigate for this impact through the purchase of wetland banking credits. It is the City's policy to require mitigation to occur within the City boundaries. However, given the severely degraded nature of the wetland and the difficulties associated with creating a wetland on this site, staff recommends allowing mitigation to occur through the use of bank credits. There are three jurisdictional wetlands located at least partially on the property being proposed for subdivision. This property is identified as PIN 019-250140900. Wetland 1 is located immediately north of the existing driveway access. Wetland 2 is located in the northern portion of the property adjacent to the railway corridor. Wetland 3 is located in the southeast comer of the property. The current plan for the IDI Distributor facility calls for filling Wetland 1 in its entirety. This wetland is located in what is proposed to be Lot 2. Wetland 1 is a degraded wetland which is dominated by reed canary grass, an invasive plant species, and other agricultural weeds. Additionally, fill materials and general debris is located throughout this basin. The applicant is proposing to mitigate for this wetland through the purchase of wetland bank credits. The applicant has provided a signed application but needs to produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period a Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18,2008 Page 15 of 24 decision on the proposed impacts and mitigation can be made. It appears that sequencing flexibility would be applicable to this wetland. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around the wetland. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. That portion of the wetland buffer adjacent to the proposed earthwork should be planted in a suitable native seed mix. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. While secondary structures are allowed to encroach into the setback by up to 50% of the setback width, it appears that a portion of the retaining wall extends beyond the allowed 50% encroachment. This wall needs to be moved westerly so it does not exceed the 50% allowed encroachment. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix should be called out for the setback below the retaining wall within the area to be graded. Wetland 2 is located in what has been called Lot 1. The applicant was asked to provide a conceptual grading plan for this parcel to show that a buildable parcel would remain after subdivision. This conceptual drawing indicates two wetland impacts. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1, must provide sediment and erosion control best management practices to protect the wetland and the buffer area. Further, no grading can occur within 20 feet of the wetland boundary. In order for any impacts to occur on the northern parcel, Lot 1 which is recommended as Outlot A, a detailed site plan and wetland application would need to be submitted. With this submittal a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization would be required. The applicant would need to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area. LAKES and BLUFFS The proposed project is not within any shoreland district. There are no bluff zones located on the property Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 16 of 24 RECOMMENDATION Staff and reeammendq that the Planning Commission recommend that the Chanhassen City Council adopt the following three motions for Planning Case #08-07 and adoption of the attached findings of fact and recommendation: A. "The Chanhassen Planning Commission feeeffiffleflils th City Council approves the subdivision (preliminary and final plat) creating one lot and one outlot and right-of-way for Audubon Road, plans prepared by McCombs Frank Roos Associates, Inc, dated 02/15/08, revised 04/04/08, subject to the following conditions: Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 17 of 24 The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 18 of 24 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 19 of 24 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain connection into Chanhassen Lakes Business Park 7`s Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7a' Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 20 of 24 will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 7`h Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the hearings on the preliminary plat. 37. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat." B. "The Chanhassen City Council approves the Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects, dated 01-24-08, revised 03-05- 08 and 04-04-08, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. 3. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. 4. The future building expansion shall continue the same architectural detailing of the first phase of the building. 5. The applicant shall meet minimum requirements in all bufferyard areas. 6. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. 7. The applicant shall meet minimum requirements for parking lot trees. 8. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. 9. The applicant shall use BWSR U8 in all graded areas along the eastern property line. Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 21 of 24 10. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 11. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 12. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 13. A NPDES Phase H Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 14. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 15. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 16. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. 17. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 18. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of Sloe Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 22 of 24 These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 19. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 20. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 21. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. 22. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5.4 MSFC. 23. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 24. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 25. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. 26. Dumpsters, if placed outside, shall be properly screened." C. "The Chanhassen City Council approves the Wetland Alteration Permit for the grading and filling of wetlands on the site, plans prepared by, dated received February 29, 2008, revised 04/04/08, subject to the following conditions: The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 23 of 24 comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. 2. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 3. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 4. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. 5. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. 6. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1 (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 7. In order for any impacts to occur on the northern parcel, Lot 1 (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. 8. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. 9. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area." Audubon Corporate Center/IDI Distributors Planning Case 08-07 March 18, 2008 Page 24 of 24 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Grading Plan. 4. Reduced Copy North Lot Grading & Wetland Impact Plan. 5. Reduced Copy Utility Plan. 6. Reduced Copy Erosion Control Plan/SWPPP. 7. Reduced Copy Landscape Plan. 8. Reduced Copy Landscape Details. 9. Reduced Copy Tree Preservation Plan. 10. Reduced Copy Boundary/Topographic Survey. 11. Reduced Copy Preliminary Plat. 12. Reduced Copy Audubon Corporate Center 1" Addition. 13. Letter From Chip Hentges to Robert Generous dated March 4, 2008. 14. Public Hearing Notice and Mailing List. g:tplan\2008 planning casest08-07 audubon corporate center-idi disc ibutorslstaff repon.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Eden Trace Corporation/IDI Distributors and Equitable Holding Company LLC for Subdivision approval of seven acres into two lots and public right-of-way; Site Plan approval for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases (55,200 square -foot two-story officelwarehouse building with a future 16,272 square -foot expansion); and a Wetland Alteration Permit to alter or fill wetlands on site. On March 18, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation/IDI Distributors and Equitable Holding Company LLC for subdivision, site plan and wetland alteration approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly pf the northwest comer of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; Finding: The proposed subdivision exceeds the minimum requirements of the IOP district regulations. In. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with all city, county and regional plans, specifically, the City of Chanhassen Comprehensive Plan which guides the property for Office/hidustrial uses. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The physical characteristics of the site are suitable for the proposed development subject to the conditions of the staff report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure subject to compliance with the conditions of approval. e. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage and shall provide storm water management/water quality improvements as well as install additional landscaping. f. The proposed subdivision will not conflict with easements of record; and Finding: The proposed subdivision will not conflict with easements of record and will provide additional drainage and utility easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 2 Finding: The proposed subdivision is served by adequate urban infrastructure subject to compliance with the conditions of approval. 5. Site Plan Review: 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; Finding: The proposed development is with the elements and objectives of the city's development guides. b. Is consistent with site plan division; Finding: The proposed development is complies with the Site Plan review requirements of the Chanhassen 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; Finding: The site has been significantly altered by previous uses on the parcel. The proposed development designs grade changes to be in keeping with the general appearance of the neighboring developed 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; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. 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. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. 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. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 6. Wetland Alteration (follows Conditional Use Permit criteria): a. The proposed project will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed project will be consistent with the objectives of the city's comprehensive plan and the zoning chapter of the City Code. c. The proposed project will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed project will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed project will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed project ill not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed project will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed project will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed project will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed project will be aesthetically compatible with the area. k. The proposed project will not depreciate surrounding property values. I. The proposed project will meet standards prescribed for certain uses as provided in this article. 7. The planning report #08-07, dated March 18, 2008 prepared by Robert Generous, et al, is incorporated herein. 5 The Planning Commission recommends that the City Council approve the Subdivision for Audubon Corporate Center, the Site Plan for IDI Distributors and a Wetland Alteration Permit subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 18'" day of March 2008. CHANHASSEN PLANNING COMMISSION BY: Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 Planning Case No. OS w� CITY OF CHANHASSP RECEIVED FEB 15 2008 DEVELOPMENT REVIEW APPLICATION FAN'iASSEN PLANNING DEM Applicant Name and Address: j nTfaCt fg. / 2 i Disi'r ibutars nIar0 mak1 y 'Art _ C�anl�nssen Wool 5531'1 Contact: Mark Uir"a, d Phone: Kj Xt0122 Fax: %1 X II 07 2.3 Email: rgwk P e en -%race, can, Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Sro # ' &0 i Subdivision* ?c_ ' i 2 S50, Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) V Wetland Alteration Permit (WAP) 2 Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost`* %''v $50 CUP/SPRA/AC/VARNVAP/Metes & Bounds $450 Minor SUBS o TOTAL FEE $ �� I D 106D �TA�2 QSc2�. 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. b 0�-4� 1307a *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: TM th-1lr0btAA-Qf LOCATION: Rap l L�i-L6) � LEGAL DESCRIPTION AND PID: C)'S-y A V C1G L TOTAL ACREAGE: 4.19 WETLANDS PRESENT: X YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 1 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. Z-1 15�—oQ Signature of Applicant Date . Z C�/ Signature of Fee Owner Date r Anlankfn TSxnPVPinn pnt RPVIPw An fir` tlnn nnr. Rav 1/0A SCANNED w r ill ` . s Ol I -✓' - h rxi Y -� IFRA i��� xramx. rvrtwW �w sera yma Client .'—,.,.�.a.......,.��,..... I Eden Trace a�Rdla x�rte _ _� ��••+• Prajecl IDI Distributors uM. «�• _. Location Audubon Road certification Summary „ Revision HUtory it i�. «« �� _�...,.....e. ..,....... Sheet Tine •••— ���—'� -I `�" GRADING PLAN Sheet Number tlevlslon r _ ae io V l wnmrw� Pralecl No. EDE174e1 EEGEeo I � Y NDNG NOTES IT RE•96EWIf � w w...wr.w...w�.m•r•.� f 1I . I Ij. n�Y. -.rip - __ • n n.x � �� , • I FRA Yioeb PmYIW 0 4gYo,4 Client Eden Trace Project IDI Distributors Location Audubon Road Certification Summary Revision History .. Sheet rule NORTH LOT GRADING & WETLAND IMPACT PLAN Sheet Number Revision C2 Protect No. EDE17481 r ,E pow auo■An 4-J, ____ ______tl_w I 1p®-� ao-..cwl �1 N M f mJr�iW _ 4 It I nnaw � s� umia I I vuw4 i _ iaw IFRA aao«e. n.mnow Clienl _den Trace Project DI Distributors AaaUDOn ARaa CarlRkaaon Summary Revision History«m Sheet Title UTILITY PLAN Sheet Nemher Revision C3 Project No. EDE17481 MAINTENANCE swi�za� GEN PAL EROSION NOTES'__ �� . ........ _... EROSION A SUMMEMTATION CONTROL ROTA A aRAnd 1'I111 MAP IIFRA YxamernNRon e.. AmerA,r Lllenl Eden Trace Project 101 Distributors Location Audubon Road CMdludon mM Summary MAN M1'w Roahlon H story .. _ ..due... Shoat Title EROSION CONTROL PLAN / SWPPP Shoot Number Revision C4 Project No. EDE17481 if E ! !§ ) ! \j/ � /k : 2asae■■. I ƒHAD noun I n avom NosnanJ �E .am a PL,LNTINC IN a sw� .i V.=-- C=.=9-6 . 0 GA • <omawu eueowc onus I FRA a..uwaes Client Eden Trace coolant ICI Distributors Location Audubon Road Certification Summary Revision History Sheet Tllie LANDSCAPE DETAILS Sheet Number Revision L2 Project No. EDE17481 - {- ��`!�§ \ §� | �W'�| § % Aw � �,■�i�n § \m/§��rib% 2» ; «j §» . i EE . E'a 1� � Y_. _. ,. rYr.r.F.Yr.Y.......w.Y� .wr.w..Y.w...l. ....1 Ham. Y,..wYw�...F4......F Ig L A Cllenl Eden Trace Corporation Project Audubon Corporate Center 1st Addition Location 8301 Audubon Road CRrdlkadoo Summary N�.w YIM�in. Revision History � P Sheet Title Boundary/ Topographic Survey Sheet Number Revision 1/1 Project No. EDEtrael .w © nma.r�V• DEVELOPMENT NOUS Client Eden Trace Corporation Project Audubon Corporate Center 1st Addition Location 8301 Audubon Road Codification Summary gn�nxa w/M�nm Revision History r e+. x Sheet Title PRELIMINARY PLAT Sheet Number Revislon 1/1 Project No. EDE17411 AUDUBON CORPORATE CENTER 1ST ADDITION I t I SC4E IN REi � ur yo rx *wY er`rtxs xc�ir�µr • ttipRS rry .W W 4x.u4nr rWM. \`x1� N - xWN W'[fRW .y.p• rr. www nsw.r Nwr tir Nw•yawn Mlix.w.wrY nnr. u �» rn+ev u.wWew M wwwr • ww n n M aeMxr ex eWrrv�wr. _ • �ra�•rwv,..w. w..xa. a ua�u w,w. N Fn F u 4a OMr uF.�u oMw O wu un � rm. urr M rw.w. s.0 W � bu [ew wir hrw a.a F�n weW � i i-_J L_ri_ veyun 1e MoM"yFeANaN82nuCa�wINC. <,4Xn9 Co., 219 East Frontage Road CARVER to Waconia, NW 55387 h 1946 " Phone: 952-442-5 101 & WA►TER °hri S,pGFi Fax: 952-442-5497 htta://www.eo"mr.mn.Rs/SWCD/SWCD mainkhd NSERVATION DISTRICT Mission Statement: To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. March 4, 2008 Robert Generous, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Eden Trace Corporation/IDI Distribution The SWCD has reviewed the above mentioned development plan for erosion and sediment controls. Following you will find my comments. -A National Pollution Discharge Elimination System permit will be required for this development. -The General Contractor who has overall charge of day to day operations needs to be on the NPDES Permit as the contractor. The Owner and or General Contractor have the responsibility for the NPDES pennit. An individual qualified to complete stormwater inspection must complete reports weekly, and after each %2 inch rainfall event. A box will need to be placed on site for these specific documents, and or kept in the project office. The Carver SWCD will be completing inspections of the rules of the NPDES permit and city ordnances to see if the owner and or contractor are in compliance with the permit. This permit is a self maintained permit. Guidelines of the permit can be found at the following web site: http://www.pca.state.mn.us/water/stormwater/stormwater-c.html Erosion Control 1. All exposed soils that will not be active under the timefixme of the permit will need to be temporary seeded and mulched, plans only indicated seeding. 2. Site will be tight, so stockpiles need to be established away from concentrated flow areas and of areas that will have direct runoff toward outside perimeter controls Sediment Control 1. Inlet protection is needed on all stormwater conveyance systems prior to casting. The SWPPP and a detail is needed to shows how the contractor is to protect these inlets. Inlet protections need to be installed with in 24 hours of placement. Also, inlet protection and all other sediment control devices will need to be in -place until 70% of the vegetation is established 2. After installation of curb and gutter, all positive slopes to the street with exposed soils will need to be stabilized. Curb and gutter / inlets are "surface waters" which need protection from exposed soils with a positive slope within 200 linear feet. 3. All pipe outlets will need rock dissipation installed within 24 hours of installation this needs to be stated on the plan and in the SWPPP. 4. The existing storm water pond is considered waters of the state and dirty water discharge to the stormwater pond will be subject for enforcement. SWPPP Designer will need to look at alternatives on how to protect the resources from a runoff event. A mitigation plan needs to be developed and AN EQUAL OPPORTUNITY EMPLOYER reviewed with the contractor and owner on how they will treat the water if stormwater discharges into the stormwater pond prior to outleting into the wetland. 5. Concrete washout plans, detailing where drivers will washout there trucks and how the water will be treated, should be noted in the SWPPP. 6. De -watering needs to be noted on the SWPPP, and plans explaining to the contractor on how they will need to treat water prior to discharging. Please include me with any correspondences of changes to this original concept plan, and also of any pre - construction meetings prior to start of construction. If there are any questions please call me at the number listed on the heading Sincerely, Chip Hentges CPESC Conservation Technician CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.08-07 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 18, 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 Subdivision approval of 7 acres into two lots; Site Plan approval for a 55,000 square -foot two- story office/warehouse building with a future 15,000 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site on property zoned Industrial Office Park (IOP) and located at 8301 Audubon Road. Applicant: Eden Trace Corporation/IDI Distributors. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.nm.us/sgnL/plan/08-07.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: benerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on March 6, 2008) AN3AV•0D-008-L wm°iLaane mAw uopnJ;.sul,p a0lne; el zaxlnsuo:) ;Uawa6ieg3 ap sues v ®09L5 ®Ab3AV 3!jege6 al zos!l!;n Jaled a salpe; sa;lanbiJ3 RETAIL TECH LLC DAVID A STOCKDALE 1501 PARK RD 7210 GALPIN BLVD CHANHASSEN , MN 55317 -9520 EXCELSIOR. MN 55331 -8058 PARK AVENUE LOFTS LLC MCROI LLC 510 1ST AVE N #500 C/O ROISUM ELITE FOOD SERVICE MINNEAPOLIS , MN 55403 -1623 1400 LAKE DR W CHANHASSEN , MN 55317 -8518 HARLEY E BERGREN CHANHASSEN LAKES BUS. PARK 3 8104 HIGHWOOD DR #G108 8156 MALLORY CT BLOOMINGTON , MN 55438 -1087 CHANHASSEN , MN 55317 -8586 HERAKLES LLC DEMOSA LLC 8345 COMMERCE DR C/O BOB MORTENSON CHANHASSEN , MN 55317 -8427 1610 LAKE DR W CHANHASSEN . MN 55317 -8583 MONK PROPERTIES LLC 1586 LAKE DR W CHANHASSEN , MN 55317 -8533 CHAN CONGR JEHOVAHS WITNESSES C/O BRETT HARDY 2920 FAIRWAY DR CHASKA . MN 55318 -3416 1660 GROUP LLC 1660 LAKE DR W CHANHASSEN , MN 55317 -8583 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH . MN 55446 -2878 T ®09L5®A21At1Q ® TaJn;ee3 lead Ase3 Jo; 1 lea45 UopPnJISUI 88S Jaded paa3T @09LS 31VIdW31 �aAV asn 1 � slageq lead Ase3 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on March 6, 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 Arboretum Corporate Center/IDI Distributors — Planning Case 2008-07 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. Subsgbed and sworn to before me this day of Me Bch 2008. Notary n J. E el ardt, ty Clerk A+�nw KIM T. MEUWISSEN Notary Public -Minnesota MY Canm4ss1W Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 18, 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 Subdivision approval of 4.19 acres into two lots; Site Plan approval for a 55,000 square -foot two-story Proposal: office/Warehouse building with a future 15,000 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site on property zoned Industrial Office Park (IOP): ARBORETUM CORPORATE CENTERADI DISTRIBUTORS Applicant: Eden Trace Cor oration/IDI Distributors Property 8301 Audubon Road 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 What Happens hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/i)lan/08-07.html. If you wish to talk to someone about this project, please contact Robert Generous by Questions & email at benerous@ci.chanhassen.mn.us or by phone at 952-227- Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland 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 recommentlation. 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 commerciaUndustdal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Plarmino Staff person named on the notification. Date &Time: Tuesday, March 18, 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 Subdivision approval of 4.19 acres into two lots; Site Plan approval for a 55,000 square -foot two-story Proposal: office/warehouse building with a future 15,000 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site on property zoned Industrial Office Park (IOP): ARBORETUM CORPORATE CENTER/IDI DISTRIBUTORS Applicant: Eden Trace Cor oration/IDI Distributors Property 8301 Audubon Road 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 What Happens hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. 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/i)ian/08-07.html. If you wish to talk to someone about this project, please contact Robert Generous by Questions & email at boenerous@ci.chanhassen.mn.us or by phone at 952.227- Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommentlation. 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 commemiaUndustrial. • 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 somethingto be included in the report, lease contact the PlanningStaff person named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records. information and data located in various city, county, state and federal offices and order 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 tices not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. 6 enors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000). and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hdtl harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data provtil This map is neither a legally recorded map nor a surrey 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 Me area shown, and is to be used for reference purposes only. The City does not warrant Nat the Geographic Information System (GIS) Data used to prepare this map are error free, and Ne City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges Nat the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. Public Hearing Notification Area (500 feet) (Subject Property Highlighted in Yellow) Audubon Corporate Center/IDI Distributors 8301 Audubon Road Planning Case 2008-07 RETAIL TECH LLC DAVID A STOCKDALE MONK PROPERTIES LLC 1501 PARK RD 7210 GALPIN BLVD 1586 LAKE DR W CHANHASSEN , MN 55317 -9520 EXCELSIOR, MN 55331 -8058 CHANHASSEN , MN 55317 -8533 PARK AVENUE LOFTS LLC 510 1 ST AVE N #500 MINNEAPOLIS , MN 55403 -1623 HARLEY E BERGREN 8104 HIGHWOOD DR #G708 BLOOMINGTON , MN 55438 -1087 MCROI LLC C/O ROISUM ELITE FOOD SERVICE 1400 LAKE DR W CHANHASSEN . MN 55317 -8518 CHANHASSEN LAKES BUS. PARK 3 8156 MALLORY CT CHANHASSEN . MN 55317 -9506 CHAN CONGR JEHOVAHS WITNESSES C/O BRETT HARDY 2920 FAIRWAY DR CHASKA , MN 55318 -3416 1660 GROUP LLC 1660 LAKE DR W CHANHASSEN . MN 5017 -8583 HERAKLES LLC DEMOSA LLC AUTOBAHN MOTORPLEX LLC 8345 COMMERCE DR C/O BOB MORTENSON 3615 ZIRCON LN N CHANHASSEN , MN 55317 -5427 1610 LAKE DR W PLYMOUTH , MN 55446 -2878 CHANHASSEN , MN 55317 -9583 DATE: MOTION BY: CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA RESOLUTION NO: SECONDED BY: A RESOLUTION APPROVING A FINAL PLAT CREATING AUDUBON CORPORATE CENTER 1ST ADDITION WHEREAS, David A. Stockdale and Jane K. Anderson have requested a subdivision of their property into two lots of 2.65 and 3.62 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 18, 2008 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Audubon Corporate Center 1" Addition (Planning Case #08-07) creating one lot, one outlot and public right-of-way for Audubon Road for the property legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest comer of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees I 1 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. The approval of the subdivision is subject to the following conditions: 1. Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase Il Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $59,365.80. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 3 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, 1 percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain 4 connection into Chanhassen Lakes Business Park 7`h Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block 1 will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7`s Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 7`h Addition. 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 5 37. Upon completion of the public street, the applicant shall submit a set of "as -built' plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat. Passed and adopted by the Chanhassen City Council this 10 day of April, 2008. ATTEST: Todd Gerhardt, City Clerk/Manager Thomas A. Furlong, Mayor YES NO ABSENT 0 CITY OF CHANHASSEN SITE PLAN PERMIT #08-07 SPECIAL PROVISIONS AGREEMENT dated April 14, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Audubon Corporate Center IS` Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnishes 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 Houwman Architects, dated February 15, 2008, revised March 5, 2008 and April 4, 2008. Plan B-- Grading Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan C—Landscaping Plan prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008. Plan D—Utility Plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. Plan E--Erosion Control Plan/SWPPP prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Pemtit, 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: Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. 2 c. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. d. The future building expansion shall continue the same architectural detailing of the first phase of the building. e. The applicant shall meet minimum requirements in all bufferyard areas. f. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. g. The applicant shall meet minimum requirements for parking lot trees. h. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. i. The applicant shall use BWSR U8 in all graded areas along the eastern property line. j. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. k. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 1. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. in. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. n. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. o. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. p. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50- 75 feet. q. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. s. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. t. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. u. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5A MSFC. w. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. x. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 11 y. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. z. Dumpsters, if placed outside, shall be properly screened. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN Im I LUG Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: EDEN TRACE CORPORATION 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 DRAFrFD BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 of Eden Trace Corporation. NOTARY PUBLIC 0 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 Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be 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 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabili[y. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 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 n 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. 10 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 1 The foregoing instrument was acknowledged before me this day of 20_ , by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC II 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 M• ' 1:e 12 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Wetland Alteration Permit for filling of 0.13 acres of wetland as part of the development of the Audubon Corporate Center ls` Addition as shown on the plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 and April 4, 2008. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest comer of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. 3. Conditions. The permit is issued subject to the following conditions: a. The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. b. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. c. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. d. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. e. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. f. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot 1 (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. g. In order for any impacts to occur on the northern parcel, Lot 1 (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. h. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. i. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area." 2 4. Right to Proceed. No wetland impacts to any wetland on the Lot 1, Audubon Corporate Center I" Addition, can occur until the credits have been debited from the Minnesota Wetland Mitigation Bank and a copy of this approval has been mailed to the regulatory authorities, including the City of Chanhassen, the account holder and the user of the credits. 5. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 6. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 7. Criminal Penalty. Violation of the terms of this wetland alteration permit is a criminal misdemeanor. Dated: April 14, 2008 SEAL 3 CITY OF CHANHASSEN M Thomas A. Furlong, Mayor Todd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 10 day of April, 2008, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 4 Notary Public CHANHASSEN PLANNING COMMISSION REGULAR MEETING MARCH 18, 2008 Acting Chair Keefe called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Kathleen Thomas, Dan Keefe and Kevin Dillon MEMBERS ABSENT: Kurt Papke, Debbie Larson, and Mark Undestad STAFF PRESENT: Bob Generous, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC PRESENT: Mohamed R. Mumin Jerry Backman Danielle Magnuson Rachel Nelson Rachel Mikkonen Allison Nelson 1759 Valley Ridge Place 14800 28th Avenue North 1411 Heron Drive 8550 Tem Court 6781 Penamint Lane 8550 Tern Court PUBLIC HEARING: AUDUBON CORPORATE CENTERADI DISTRIBUTORS: REOUEST FOR SUBDIVISION APPROVAL OF 7 ACRES INTO TWO LOTS: SITE PLAN APPROVAL FOR A 55,000 SQUARE FOOT TWO STORY OFFICEIWAREHOUSE BUILDING WITH A FUTURE 15,000 SQUARE FOOT EXPANSION; AND A WETLAND ALTERATION PERMIT TO ALTER OR FILL WETLANDS ON SITE ON PROPERTY ZONED INDUSTRIAL OFFICE PARK (IOP AND LOCATED AT 8301 AUDUBON ROAD. APPLICANT: EDEN TRACE CORPORATIONADI DISTRIBUTORS, PLANNING CASE 08-07. (Mark Undestad recused himself from this item due to a conflict of interest.) Bob Generous presented the staff report on this item. Keefe: Okay. Kathleen, we'll start with you. Have any questions of staff? Thomas: Yeah, I guess I do have a question, just so I'm clear about the pond that they're going to create and cover. Are they going to get credit for that wetland or what happens with keeping the ponds that are on the property versus one that they're losing. Like what happens? Generous: Well for the wetland that they impact on the south side, they have to mitigate that. It's a 2 to 1 basis. It's my understanding they're purchasing wetland credits from a bank that's already been established. The northerly one, we don't know the final outcome for that. Our preference would be to preserve it all. We're not sure that that is completely doable. We think WARNED Planning Commission Meeting - March 18, 2008 the impacts can be minimized but we need a more definitive plan on that and so we're waiting for that wetland approval process until they come in with that second phase. Thomas: Okay. Alright, thank you. Keefe: Kevin, do you have any questions? Dillon: Well how will that wetland be filled? What goes into it? Just gravel and stone and just fill? How does that work? Fauske: Typically the, Commissioner Dillon, typically in this situation they'll go and do what you call a muck excavation. They'll take out the more organic materials and then they have a soils engineer that would approve any density testing for any building pad that would be within that wetland, that filled wetland area. Dillon: So even for a wetland that's not very big, like this one that's going to get taken out. This doesn't look very big on a map. Are there other environmental agencies or you know wetland preservation societies or things like this that have to take a look at that and okay it? Generous: Not in this instance. The City sits as the local governmental unit controlling wetland impacts. We do submit it to other agencies like the watershed district has reviewed the plan and so if they don't agree with us or have specific requirements, they can, they provide that to us. Dillon: So have they given an opinion, the watershed district on filling this wetland? Generous: Not on this one, no. Dillon: Why is, just? Generous: Well because they figure, it'd be conjecture on my part but they probably felt that it's an unavoidable impact. At least for that southerly one. And so there's no you know way to do it, and so it just goes through the natural process of review it. Minimize it and then mitigate it under the Wetland Conservation Act. Dillon: Okay. And I don't know if you can answer this question or not but what is the approximate timeframe til the expansion is going to be built? Generous: I'm not sure that the property owner is aware of that. I heard 3 to 5 years. Dillon: Okay. And I don't know if you can answer this one either but what does IDI Distributors do? Generous: That I'm not certain of. Dillon: Those are all the questions I have. 2 i Planning Commission Meeting - March 18, 2008 Keefe: Okay, I've got a bunch. Just to start out, you know on the front page it says, what is, is the building 55,000 or 45 because on the front page you've got 45. Generous: Well it's 45 on the first floor and then there's another 10,000 square feet on the second floor. Keefe: On the second. And then the expansion is 16. Generous: And then the expansion is 16,000... Keefe: Okay, I got that. Generous: So that, the original numbers they gave you were the 45,000 and I had to actually look at the plans today. There's another 10,000 square feet in this. Keefe: Yeah. Right, okay. And is the expansion space a one story expansion or is it a two story or? Generous: It's my understanding that it will be the warehouse. It will expand the warehouse portion. They'll continue the architectural treatment on the west side and the north end. It could conceivably add some additional office space in that northwest corner. Keefe: Okay. You make reference in the report, in grading that the entire site should be massed graded and it says something along minimizing, to minimize truck traffic completion. And it will minimize, I think I'm generally, minimize future impact to the wetland. Go ahead. Generous: Well the idea is that there's a high part review that we know will have to come down and so we need, we want them to bring that down. But we want to limit any grading to outside the buffer so there's a 20 foot from the existing wetland that they couldn't go right into, and we also want to preserve these trees. So it's mostly bringing, like this high part down on the property. There's quite a bit of dirt there and it needs to be removed. Keefe: And is the plan that you're showing there, is that to the required setback or does it need to come back further because there's some reference to meeting. Generous: They would have to come back further from this grading plan. Keefe: And if they do that, is it still a viable site on the north side? Generous: Well we don't know what the final configuration will be. They still may have a little wetland impact once they come in. Keefe: Yeah. Generous: But we're not certain. That's why we don't want to give them a Type I, go ahead and fill it now. Planning Commission Meeting -March 18, 2008 Keefe: Right. One thing in regards to you know side access. You sort of say staff feels the drive location will be acceptable as long as the minimum sight distances have been met. I guess the question is, what is the number? I mean is it 70 feet or is it, if minimum have been met? There's some, it wasn't clear to me whether we're sort of setting it. It has to be at this number or whether we're saying it has to meet minimum. Like on page 7, I think you just, it says something, you know the staff feels. Where's that access. Yeah, city staff feels this drive location will be acceptable as long as the minimum sight distance requirements have been met. Do we know, how do we reconcile that? I mean is 70 feet, does that 70 feet have they been met or don't we know that? Fauske: Chairman Keefe, I'm looking through the, and I apologize. I don't recall which condition of approval it was but I believe that staff gave direction for the amount that that driveway needed to shift with reference to the center line, and unfortunately I don't see it right off the top of my head here. To give you a little bit of background on the access location for this site, originally, the original proposal from the applicant was to have the access further to the north, actually along the common lot line between the two proposed properties. However with the railroad bridge to the north of there, the applicant submitted an escrow and the city's traffic consultant did an analysis to find out what a safe distance is for that driveway to be placed at, and so staffs recommendation in the report and. Generous: It's number 35. Fauske: Thank you, number 35. Shift proposed drive off Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall Drive. That's the recommendation that came based on that... Keefe: Yeah, and it was just some conflict with what was written in the report to the recommendation because it just said, it sort of made it sound to me like it wasn't clear whether 70 feet was enough to meet the minimum. Fauske: The staff recommendation number 35 is consistent with what the traffic consultant. Keefe: Okay, and then that will meet the minimum sight distance requirement of 70 feet. Fauske: Correct. Keefe: And that's really what I was trying to clarify. Okay, good. We did that. A small item here. You know in the loading area, it says dumpsters will be on the inside but that there's apparently some area on the other side of the retaining wall. Generous: For that one their response was that that's where, they're going to keep them inside but even if they were to pull them outside, there's this retaining wall on the north end of the truck back-up area that they could create a storage area if you will because it's screened from public views and so if it becomes more efficient to have it out there, it's some place that they could do it. 4 Planning Commission Meeting - March 18, 2008 Keefe: Is there a requirement that we should make around that or is there something we typically, you know or do we leave it up to them as to kind of whether they want to keep them inside or outside. Do we need to have something in place? Generous: Well you could add a condition that if they do decide to bring them out that they make sure that they properly screen them. Keefe: Properly screen them, okay. Yeah. I think we should do that. Then, have you had any feedback on the landscaping because it's significantly under requirements. So you know if you look on page. Generous: 12? Keefe: Yeah, page 12. I mean proposed south property line... I think you have a requirement that it just needs to meet that. I mean have you had any feedback from the applicant that they're willing to do that? Generous: Yeah, they are and they're sort of, would like their designer to catch those before they get. Keefe: Yeah, Generous: Because they're adding additional trees. And also we're looking at preserving some more trees on this side. Keefe: And then on the wetland piece, you know what will, is it pretty common that we mitigate these things for credits? You know, I mean because we're going to take out wetland 1 and they're going to put it into a mitigation bank or purchase credits. I mean is that pretty typical for mitigation along these lines? It doesn't seem like it's that good of a wetland to begin with but it's a wetland all the same. Generous: It's a wetland. Chairman Keefe, and they do have to do the mitigation. The site's too small to actually do it right here. Keefe: Yeah. Generous: However there is a potential that through enhancement of the existing wetlands to get credit but that's another process and maybe Mr. Stockdale will look at that as part of any proposal that he makes for wetland impact. It's more, in this instance, at least for the southerly impact it's probably better to do it off site. Our preference would be to do it locally if we could. Keefe: Yeah, and you know one thing I think you made mention throughout, really throughout the report in a number of different areas is, is you really emphasize this wetland number 2 and protecting it and how do we do that and on the one hand we're going to be giving up this wetland number 1 and we're going to yeah, we're going to get credits but it seems that we should sort of Planning Commission Meeting -March 18, 2008 take the first step in making sure and insuring that that wetland number 2 is protected. Sort of in exchange and I don't know if we think of these things in kind of exchange of, or if we really sort of separate the wetland. Generous: Well you do but under the Wetland Conservation Act, the first thing you always try to do is avoid it. Keefe: Yeah, right. Generous: So can you do that? And that's part of what we'll work with the applicant on that northerly piece is to try to avoid it because there are things. We're, already we're recommending that they change the proposed finish floor elevation down 2 feet which reduces the amount of grading that they have to do. And then they can incorporate retaining walls or site design issues that may not require grading, although. Keefe: Okay. I think that's it for me. Do we have an applicant? Jerry Backman: I'm Jerry Backman. I'm with. Keefe: You want to come up, step up and. Jerry Backman: ...Brian Hallman couldn't be here tonight but if you have any questions I can answer them for you. I think Bob did a very good job explaining the site and I guess the only thing I'd like to say about that wetland is, there wasn't really anything we could do and he's able to buy some credits. They aren't cheap either. But I think it's going to be a nice project. It looks nice and I think it should be a good one. Keefe: Any questions of the applicant Kathleen or Kevin? Dillon: What does IDI Distributors do? Jerry Backman: They sell insulation. And I don't know if it's wholesale insulation or what but that's what I know about it. Dillon: Alright. And again just to, I don't know if you know, when is the anticipated timeframe for adding the addition to this building? Jerry Backman: I don't know that and I don't think they know that yet either. Dillon: And would it be that addition will be occupied by the same company? Jerry Backman: He anticipates that. Dillon: So those are the only questions I have. Keefe: Kathleen, anything or? G7 Planning Commission Meeting -March 18, 2008 Thomas: No, I don't think so, thank you. Jerry Backman: Pardon? Thomas: I'm good, thank you. I don't have any questions. Keefe: You know in regards to the northerly site, you know when you push this line back, retaining wall line back away from the wetland and you do end up using up a fair amount of the site on the north side. You know in terms of anticipated development on the north, on that northern parcel, can you give us any ideas on what your plans may be there or? Jerry Backman: Well, Dave Stockdale, he's the owner here. He owns the north side. He owns the south side right now too at this time but, we're just going to work with Dave and see what we can do about you know putting in a building that doesn't bother the wetland that much. Just do the best we can. Keefe: Okay. Alright, thank you very much Jerry Backman: Thank you. Keefe: Okay, and this is a public hearing and if anybody would like to come up and speak, we'll Open it for any comments or questions you might have. Please come up to the podium and state your name and ask your question. Anybody? Seeing nobody we'll close the public hearing and bring it back here for comments by the commissioners. Kevin, you want to go first? Dillon: Sure. You know I mean whenever you have a project that's affecting wetlands, you know to save takes literally an act of Congress sometimes to get those things through. It seems like the applicant has worked pretty well with the staff and have a plan figured out to try to minimize the impact with the one and buy the credits and you know kind of offset it with something and it certainly seems like there's good intent with the second one to make sure that that doesn't take away any more wetland they have. Other than, so that would be you know my big concern with this project. Other than that, you know while the driveway issue looks like that's been smoked out pretty well and that's not going to be a safety issue or anything. It looks pretty straight forward. The architectural design of it looks aesthetically pleasing. I don't have any issues with this. Keefe: Kathleen. Thomas: Kind of the same thing. I don't have an issue with this project. They did their best with trying to lay it out on the property to not have as much issue with it and they took, they're very conscientious of it so I am okay with it. Keefe: Okay, good. Just my comments. You know I like the elevation of the roof. I think it's a very attractive design. I am concerned about the wetland on the north side and that we are going 7 Planning Commission Meeting -March 18, 2008 to be giving up this one so we need to do what we can protect that and other than that I think it's a reasonably decent, yeah. So with that I'll take a motion. Dillon: I'll make a motion that the Planning Commission adopt the following three motions for Planning Case #08-07 and adoption of the attached Findings of Fact and recommendation. A. That the Chanhassen Planning Commission recommends that the City Council approves the subdivision creating one lot and one outlot and right-of-way for Audubon Road, plans prepared by McCombs Frank Roos Associates, Inc, dated February 15, 2008 subject to the following conditions number 1 through 39. And, should we make them all at one time? Keefe: Go right ahead. Dillon: And B, that the Planning Commission recommends that City Council approve the Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by Houwman Architects dated January 24, 2008, subject to the following conditions number 1 through 25. And C. That the Chanhassen Planning Commission recommends that City Council approve the Wetland Alteration Permit for the grading and filling of wetlands on the site, plans prepared by dated received February 29, 2008, subject to the following conditions number 1 through 9. Keefe: Do I have a second? Thomas: Before I second it, can I make a friendly amendment? Keefe: Absolutely. Thomas: To B. I think it's B of the site plan that we talked about the dumpsters. If they were going to have to go outside. Just make sure they're screened with just some sort of verbiage within that? Keefe: You accept that? Dillon: Yeah sure, that's fine. Keefe: Okay. Did you, how do we? Generous: Dumpsters that are placed outside shall be properly screened? Thomas: Yes. Dillon: So we'll add that friendly amendment. So that will be condition number. Generous: 26. Thomas: Is it 26? On B? Yeah. In that case then I second your motion. Planning Commission Meeting -March 18, 2008 Keefe: Alright Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approve the subdivision (preliminary and final plat) creating one lot and one outlot and right-of-way for Audubon Road, plans prepared by McCombs Frank Roos Associates, Inc, dated 02/15/08, subject to the following conditions: 1. Lot 1, as shown in the preliminary plat, shall be designated as Outlot A until the ultimate development of the lot is determined and a revised grading plan submitted that shows the wetland impacts. 2. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 3. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 4. The north lot will be required to provide buffer yard and parking lot landscaping as required by ordinance at the time of site plan approval. 5. All trees on the north lot within the wetland buffer and setback shall be preserved until a final grading plan is approved for the lot. The developer shall work with staff as part of the development of the site to preserve these trees through revised grading and the use of retaining walls. 6. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 7. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 8. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 9. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. Planning Commission Meeting -March 18, 2008 10. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 11. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. 12. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 13. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 14. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 15. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $69,036.10. 16. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 17. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a condition of approval for this subdivision. The park fees shall be collected in full at the rate in force upon final plat submission and approval. 18. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts 10 j Planning Commission Meeting - March 18, 2008 resulting from the development of this parcel. Any grading which, as a result of the development of Lot 1, occurs on Lot 2 must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 19. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 20. Remove all existing structures prior to the commencement of grading. 21. This site must be mass graded to minimize future truck traffic upon completion of the southern parcel. A 20-foot buffer is required around the wetland on the northern parcel to prevent grading from taking place. Please revise the grading plan and show silt fence in this location so the contractor can determine the grading limits. Also, the building pad elevation of the northern parcel shall be lowered to an elevation of 952 to minimize the impacts to the wetland. 22. The grading plan needs to be revised. The proposed contours on the northern property need to be revised showing the wetland buffer of 20 feet. Show the existing conditions within 100 feet of the property line. 23. Normal water level of the existing wetlands should be shown on the plan. Also, include the normal water level and high water level of the revised pond. Show emergency overflows on the plan. Keep a minimum of 2 percent slope in the grass areas, I percent in the pavement areas, and .5 percent along the curb lines. 24. Development of the northern parcel will require a stormwater pond to treat the water prior to discharge into the wetland. This pond should discharge to the wetland northeast of the site. 25. Revise the drainage calculations. The existing drainage map should include three areas: One area discharges to the northern wetland, one to the eastern wetland and one to the existing pond. Revise the calculations to show the pre- and post -development peak discharge into the northern and eastern wetland. Post -development peak discharges must remain less than pre -development peak discharges for the 2-, 10-, and 100-year storm events. Drainage calculations must be signed by a Professional Engineer registered in the State of Minnesota. 26. Rational method calculations, including drainage map, must be provided for the sizing of the storm sewer. 27. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Additional top and bottom elevations should be added to the retaining wall. 11 Planning Commission Meeting - March 18, 2008 29. All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. The proposed watermain connection into Chanhassen Lakes Business Park 7t° Addition must wet tap the existing watermain. 30. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines). 31. Determine actual elevations of existing utilities. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Provide details of each crossing to ensure minimum separation. 32. Each new lot is subject to the sanitary sewer and water hookup charges. Lot 1, Block I will get credit for 8 trunk sanitary sewer charges. Lot 2 will get credit for 15 trunk sanitary sewer charges. No trunk water charges have been paid. The 2008 trunk hookup charge is $1,769 for sanitary sewer and $4,799 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $13,200.00 to guarantee the installation of the pond, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 34. Easements are required to provide access to Lot 1, Block 1. A private drive easement will be required to provide access to Lot 1, Block 1 off of Audubon Road. An additional private easement will be required to provide truck access through Chanhassen Lakes Business Park 7a' Addition and up to Lot 1, Block 1. The easements for the gas line and power line must be shown on the plat. No work will be allowed in this area without the approval of the owner of the easement. A drainage and utility easement will be required over the proposed pond for Lot 2, Block 1. Also, a temporary drainage and utility easement should be placed on the entire Lot 1, Block 1 until the time of final plat of this parcel. Provide location and easement for pond access. 35. Shift proposed drive off of Audubon Road so that the center of the driveway is located 70 feet north of the Kingdom Hall drive. Due to limited site distance, this driveway location will be limited to passenger vehicles only. Truck -trailer access must be provided to Lot 1, Block 1 through Chanhassen Lakes Business Park 71s Addition. 12 Planning Commission Meeting - March 18, 2008 36. The boundary survey and preliminary plat need to be revised. Add existing conditions and property lines within 100 feet of the boundary. Also, the legal description does not match the bearings on the preliminary plat. 37. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 38. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per developable acre. 39. All outstanding assessments must be paid prior to final plat" All voted in favor and the motion carried unanimously with a vote of 3 to 0. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approve the Site Plan for IDI Distributors for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases, plans prepared by McCombs Frank Roos Associates, Inc., dated February 15, 2008, revised February 29, 2008 subject to the following conditions: I. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The development shows metal halide lighting which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. 3. The developer shall provide a sidewalk connection from the site to the trail on Audubon Road. Pedestrian ramps shall be provided at all curb cuts. 4. The future building expansion shall continue the same architectural detailing of the first phase of the building. 5. The applicant shall meet minimum requirements in all bufferyard areas. 6. The applicant shall plant three boulevard trees along Audubon Road in the empty spaces created by entry drive rearrangements. 7. The applicant shall meet minimum requirements for parking lot trees. 8. The future expansion area will be seeded with a fescue mix and planted with bare root aspens, or other trees as approved by the City, at a spacing of 15 feet. These trees may be removed with no penalty when the expansion is needed. 9. The applicant shall use BWSR U8 in all graded areas along the eastern property line. 13 Planning Commission Meeting -March 18, 2008 10. Existing City boulevard trees will be protected with fencing during all phases of construction. The applicant will be responsible for replacing any trees that die as a result of construction activity. 11. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 12. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 13. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. 14. The proposed storm water pond shall be constructed prior to disturbing upgradient areas and used as a temporary sediment basin during mass grading. Diversion berms/ditches may be needed to divert water to the pond and a temporary pond outlet shall be provided. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 15. A detailed construction plan needs to be created for the pond construction which shows how water quality of the existing pond and adjacent water body will be protected. At a minimum, this must show how the pond will be dewatered and what best management practices will be employed. 16. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. 17. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. The overland route from the EOF to the existing wetland shall be shown on the plans and shall be encumbered by a drainage and utility easement. 18. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tie of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days 14 Planning Commission Meeting - March 18, 2008 These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 19. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 20. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 21. A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC. 22. Post fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Section 508.5.4 MSFC. 23. No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped. 24. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 25. Yellow curbing and no parking fire lane signs will be required. The developer shall contact the Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. 26. Dumpsters, if placed outside, shall be properly screened." All voted in favor and the motion carried unanimously with a vote of 3 to 0. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approves the Wetland Alteration Permit for the grading and filling of wetlands on the site, plans dated received February 29, 2008, subject to the following conditions: 1. The applicant shall produce an Application for Withdrawal of Wetland Credits and a purchase agreement for the application to be considered complete. Upon receipt of this information, a notice of application will be sent to the required recipient list and 15 Planning Commission Meeting - March 18, 2008 comments must be accepted for at least 14 days. At the end of the comment period, a decision on the proposed impacts and mitigation can be finalized. It appears that sequencing flexibility would be applicable to this wetland. 2. A wetland buffer 20 feet in width and a 30-foot setback from the wetland buffer must be maintained around all wetlands on the property. Secondary structures are allowed to encroach up to 50% of the setback. It appears that the retaining wall has exceeded the allowed encroachment and needs to be moved out of this 15-foot setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 3. The retaining wall needs to be moved so that it is at least 15 feet from the edge of the buffer or 35 feet from the wetland edge. 4. That portion of the wetland buffer adjacent to the proposed earthwork shall be planted in a suitable native seed mix. 5. As the area at the toe of the retaining wall is unlikely to be mowed, a suitable BWSR seed mix shall be used below the retaining wall within the area to be graded. 6. Approval of the subdivision in no way should convey to the applicant, the land owner or any subsequent owners and occupants approval of the wetland impacts indicated within Wetland 2 as shown on the conceptual grading plan or any other wetland impacts resulting from the development of this parcel. Any grading, which as a result of the development of Lot 2 occurs on Lot I (Outlot A), must provide sediment and erosion control best management practices to protect the wetland and the buffer area. 7. In order for any impacts to occur on the northern parcel, Lot I (Outlot A), a detailed site plan and wetland application would need to be submitted. With this submittal, a thorough discussion of sequencing considerations for wetland avoidance and/or impact minimization is required. 8. The applicant needs to show that the wetland was avoided or provide documentation indicating why wetland avoidance is not possible. If wetland avoidance was shown to the satisfaction of the Local Government Unit to not be possible, the applicant would need to show that the impacts were minimized to the greatest extent practicable. 9. No impacts are indicated for Wetland 3 and a no net loss decision will be rendered for this area." All voted in favor and the motion carried unanimously with a vote of 3 to 0. APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated March 4, 2008 as presented. 16 dq-6l CITY OF CHANHASSEN CARVER AND IIENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Eden Trace Corporation/IDI Distributors and Equitable Holding Company LLC for Subdivision approval of seven acres into two lots and public right-of-way; Site Plan approval for a 71,500 square -foot, two-story, office -warehouse building to be built in two phases (55,200 square -foot two-story officetwarehouse building with a future 16,272 square -foot expansion); and a Wetland Alteration Permit to alter or fill wetlands on site. On March 18, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation/IDI Distributors and Equitable Holding Company LLC for subdivision, site plan and wetland alteration approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly pf the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Bock 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: SCANNED a. The proposed subdivision is consistent with the zoning ordinance; Finding: The proposed subdivision exceeds the minimum requirements of the IOP district regulations. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with all city, county and regional plans, specifically, the City of Chanhassen Comprehensive Plan which guides the property for Office/Industrial uses. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The physical characteristics of the site are suitable for the proposed development subject to the conditions of the staff report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure subject to compliance with the conditions of approval. e. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage and shall provide storm water management/water quality improvements as well as install additional landscaping. f. The proposed subdivision will not conflict with easements of record; and Finding: The proposed subdivision will not conflict with easements of record and will provide additional drainage and utility easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision is served by adequate urban infrastructure subject to compliance with the conditions of approval. 5. Site Plan Review: 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; Finding: The proposed development is with the elements and objectives of the city's development guides. b. Is consistent with site plan division; Finding: The proposed development is complies with the Site Plan review requirements of the Chanhassen 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; Finding: The site has been significantly altered by previous uses on the parcel. The proposed development designs grade changes to be in keeping with the general appearance of the neighboring developed 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; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. 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. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. 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. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 6. Wetland Alteration (follows Conditional Use Permit criteria): a. The proposed project will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed project will be consistent with the objectives of the city's comprehensive plan and the zoning chapter of the City Code. c. The proposed project will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed project will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed project will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed project ill not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed project will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed project will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 4 i. The proposed project will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The proposed project will be aesthetically compatible with the area. k. The proposed project will not depreciate surrounding property values. 1. The proposed project will meet standards prescribed for certain uses as provided in this article. 7. The planning report #08-07, dated March 18, 2008 prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Subdivision for Audubon Corporate Center, the Site Plan for IDI Distributors and a Wetland Alteration Permit subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 18tb day of March 2008. CHANHASSEN PLANNING COMMISSION M 0 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 08-07 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 18, 2008, atT.00p.m. inthe Council Chambers in 'Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Subdivision approval of7acres into two lots; Site Plan approval for a 55,000 square-fcot two-story office/ warehouse building with a future 15,000 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site on property zoned Industrial Office Park (IOP) and located at &101 Audubon Road. Applicant: Eden Trace Corporation/IDI Distributors. 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/ ulan/08-07.htm1 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 V illager on Thursday, March 6, 2008; No. 4025) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) 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 Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated m 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. (B) The printed public notice that is attached to this Affidavit and identified as No.y was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated w part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abodefghUklmnopgrstuvwsyz /Jp Laurie A. Hartmann Subscribed and sworn before me on this_6e day of , 2008 GWEN M. RADUENZ NOTARY Fd&1C-MWWWTA My Cominion 5#ss,lat 31, 2010 Notary Public 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 ................................ S40.00 per column inch Rate actually charged for the above matter :.............................................. $12.19 per column inch SCANNED A)MV-0"08-L UmAme•Nvb% m uolon4suhp allln%el zMnsuo3 > uawal5jep ap SUBS @09LS ®Aa3AV i!jege6 al zosimn joled Ic salpe; saUanb133 RETAIL TECH LLC DAVID A STOCKDALE 1501 PARK RD 7210 GALPIN BLVD CHANHASSEN , MN 55317 -9520 EXCELSIOR. MN 55331 -8058 PARK AVENUE LOFTS LLC MCROI LLC 510 1 ST AVE N #500 C/O ROISUM ELITE FOOD SERVICE MINNEAPOLIS , MN 55403 -1623 1400 LAKE DR W CHANHASSEN , MN 55317 -8518 HARLEY E BERGREN CHANHASSEN LAKES BUS. PARK 3 8104 HIGHWOOD DR #G10B 8156 MALLORY CT BLOOMINGTON , MN 55438 -1087 CHANHASSEN , MN 55317 -8586 HERAKLES LLC DEMOSA LLC 8345 COMMERCE DR C/O BOB MORTENSON CHANHASSEN . MN 55317 -8427 1610 LAKE DR W CHANHASSEN . MN 55317 -8583 MONK PROPERTIES LLC 1586 LAKE DR W CHANHASSEN , MN 55317 -8533 CHAN CONGR JEHOVAHS WITNESSES C/O BRETT HARDY 2920 FAIRWAY DR CHASKA . MN 55318 -3416 1660 GROUP LLC 1660 LAKE DR W CHANHASSEN , MN 55317 -8583 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH . MN 55446 -2878 T 09L5 Tain3ea; lead (sea jo; iaagS uolpnjL.sul aas jaded paaiT @09LS 31V7dW31®tianV asn ♦ 1 !7 slagel laad Ase3 CITY OF CHANHASSEN P 0 BOX 147 OHANHASSEN MN 553 05/14/2008 11:48 AM Receipt No. 0071492 CLERK: katie PAYEE: MAREN LEUER PLANNING CASE 08-07 ------------------------------------------------------- Use & Variance 25.00 Total Cash Check Change 25.00 0.00 25.00 0.00 SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 05/01/2008 2:51 PM Receipt No. 0070660 CLERK: katie PAYEE: Eden Trace Corp Property Owner List w/in 500, 8301 Audubon Road ------------ --------------------------- GIS List 36.00 Total Cash Check 13149 Change 36.00 0.00 36.00 0.00 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 To: Mr. Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Invoice SALESPERSON DATE TERMS KTM 316108 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 12 Property Owners List within 500' of 8301 Audubon Road (12 labels) $3.00 $36.00 TOTAL DUE $36.00 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 March 18, 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #08-07. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 02/19/2008 8:29 AM Receipt No. 0064373 CLERK: lisa PAYEE: Eden Trace Corp Audobon Corporate Center IDI Distributors Planning Case 08-07 Eden Trace Corp ------------------------------------------------------- Use & Variance 1,200.00 Sign Rent 200.00 Recording Fees 550.00 Wetland 275.00 Subdivision 550.00 Traffice Escrow 1,000.00 Total Cash Check 13072 Change 3,775.00 0.00 3,775.00 0.00 SCANNED AUDUBON CORPORATE CENTER-IDI DISTRIBUTORS - PLANNING CASE 08-07 $1,200 Site Plan $550 Subdivision $275 Wetland Alteration Permit $200 Notification Sign $1,000 Traffic Escrow $550 Recording Escrow $3,775 Eden Trace Corp. Check 13072 SCANNED DATE April 7, 2008 FILE NO. 08-07 PROJECT IDI Distirbutors WATER QUALITY WATER QUANTITY SWMP FEE WORKSHEET Site Area in Acres Right -of -Way Lot 1 Assessable area ZONING CLASSIFICATION FEES Rate per Acre 6.99 0.72 2.65 3.62 Industrial Acres Total $ 6,820.00 3.62 $ 24,688.40 Rate per Acre Acres Total $ 13,680.00 3.62 $ 49,521.60 CREDITS ITEM UNIT QUANTITY UNIT TOTAL PRICE PRICE Storm water pond acre 3.62 $ 3,410.00 $ 12,344.20 Outlet structure each 1.00 $ 2,500.00 $ 2,500.00 $ 14,844.20 SWMP FEE $ 74,210.00 SWMP CREDITS $ 14,844.20 TOTAL SWMP FEE $ 59,365.80 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Date: February 22, 2008 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: Request for Subdivision approval of 4.19 acres into two lots; Site Plan approval for a 45,000 square - foot one-story officelwarehouse building with a future 15,000 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site on property zoned Industrial Office Park IOP and located at 8301 Audubon Road. Applicant: Eden Trace Corporation/IDI Distributors Planning Case: 08-07 PID: 25-0140900 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 22, 2008. The 60day review period ends April 22, 2008. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on March 18, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than March 7, 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 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint(United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Twin Cities & Western Railroad ieANNlD Location Map (Subject Property Highlighted in Yellow) Audubon Corporate Center/IDI Distributors 8301 Audubon Road Planning Case 2008-07 SCANNED Generous, Bob From: Jeffery, Terry Sent: Monday, April 07, 2008 2:29 PM To: Generous, Bob; Sharn a, Joe Subject: IDI SWMP Fees Attachments: image001.jpg The revised fees for the IDI site are as follows: Water Quality = $24,688.4 Water Quantity = $49,521.6 Subtotal = $74,210 SWMP Credits = $14,844.2 Total SWMP Due at Final Plat = $59 365.80 Terry Jeffery, WDC Water Resources Coordinator *CITY OF CIIANFIASSF,\ 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 952.227.1168 tieffery@ci.chanhassen.mn.us Ulpldclj In-D Pui TO: Robert Generous, Senior Planner FROM: Mark Litfm, Fire Marshall DATE: March 6, 2008 SUBJECT: Request for subdivision approval of 4.19 acres into 2 lots, site plan approval for a 45,000 square foot one story office/warehouse building with a future 15,000 square foot expansion, and a wetland alteration permit to alter or fill wetlands on site on property zoned industrial office park IOP and located at 8301 Audobon Road Applicant: Eden Trace Corporation/IDI Distributors Planning Case: 08-07 PID #:25-0140900 I have reviewed the state 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.) A 3 foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved Section 508.5.5 MSFC 2.) Post fences, vehicles growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, Fire Department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernable. The Fire Department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants Section 508.5.4 MSFC 3.) No burning shall be issued for trees to be removed. Trees and shrubs must be removed from site or chipped 4.) Fire hydrants locations are acceptable 5.) Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 6.) Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshall for exact location of yellow curbing and locations of signs to be installed. As building plans are submitted, I will review and comment on them as necessary. C CenterPoint® Energy Robert Generous, Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Mn. 55317 REGEIVEn MAR 0 4 2008 CITY OF CHANHASSEN RE: CenterPoint Energy easement #1960-90 Lot 1, Block 1, Audubon Corporate Center 1" Addition Dear Mr. Generous: 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440-1165 March 3, 2008 CenterPoint Energy received plans for Lot 1, Block 1, Audubon Corporate Center 1" Addition. CenterPoint Energy is the holder of the easement recorded October 28, 1960 in Book 61 of Deeds on page 497, as document number 98307, Carver County. The easement was subsequently reduced down to a 30 foot strip according to Partial Release of Easement recorded on October 27, 1971 as document number 13157. 1 have enclosed copies of these documents in addition to a drawing showing the easement width of 30 feet crossing said Lot 1. CenterPoint Energy's pipelines are operated and maintained in accordance with the Code of Federal Regulations, Part 192, Title 49, "Transportation of Natural and Other Gasses by Pipeline: Minimum Federal Safety Standards. This natural gas pipeline is a very important part of CenterPoint Energy's natural gas distribution system in this area. This easement was not included in the design of this property and must now be included. I have also enclosed our Requirements For Construction/Encroachment Within CenterPoint Energy's Gas Pipeline Easement. You can see from paragraph 3 of the Requirements document that this pond will not be acceptable and must be redesigned outside of the easement area. Once the developer has redesigned the area in accordance with the Requirements document, have it resubmitted to me at the address below. Thank you for understanding the importance and necessity of keeping these high-pressure natural gas transmission pipelines safe. Respectfully, CENTERPOINT ENERGY / / Steven Von Bargen Right -of -Way Administrator P.O. Box 1165 Mpls., MN. 55440-1165 Steven.VonBargen@CenterPointEnergy.com PC: Andrew Balgobin, Administration Engineer Dale Sodahl, System Design Cherie Monson, Sales Associate REQUIREMENTS FOR CONSTRUCTION/ENCROACHMENT WITHIN CENTERPOINT ENERGY'S GAS PIPELINE EASEMENT CenterPoint Energy Resources Corp., d/b/a CenterPoint Energy Minnesota Gas ("CenterPoint Energy's must inspect the area, review construction plans, and CenterPoint Energy Engineering must approve, in writing, all final construction plans prior to the start of construction. After CenterPoint Energy approves the final construction plans, the owner, developer, or contractor ("You", "Your") will notify CenterPoint Energy at least five (5) working days prior to construction when excavations will occur to allow CenterPoint Energy time to plan for your construction including, but not limited to, a site meeting if necessary. This is in addition to your obligation to call the Minnesota Gopher State One Call system. You are also responsible for exposing and backfilling the Pipeline and for determining the actual elevation of any in -place Pipeline. When You excavate to expose the Pipeline, CenterPoint Energy must be present. You must have grading and utility plans, bearing CenterPoint Energy s approval, on -site and available for review by CenterPoint Energy at all times during construction. 2. Actions Requiring CenterPoint Energy's Engineer or Right -of -Way Administrator's Pre -Approval. CenterPoint Energy must pre -approve the installation of encroachments such as parking lots; perpendicular driveways; or roads of concrete, asphalt, or similar materials, and said roads must be limited in width to minimize interference with and allow access to the Pipeline. Additionally, the installation of encroachments such as retaining walls, fences, etc. also require CenterPoint Energy's pre - approval. Any and all encroachments previously approved by CenterPoint Energy are always temporary and if CenterPoint Energy removes or damages them, You will not be reimbursed. CenterPoint Energy may or may not give you the opportunity to remove said encroachments prior to their removal by CenterPoint Energy. CenterPoint Energy pre - approved fences crossing the easement must have two ten -foot -wide (10') gates centered over the Pipeline, and any CenterPoint Energy pre -approved fences parallel with the Pipeline must be at least ten (10) feet from the Pipeline. No fence posts are allowed within 10 feet on each side of the Pipeline. Blasting is only allowed a safe distance outside of the easement and requires CenterPoint Energy's Explosive Use Application and executed Blasting Agreement prior to blasting. CenterPoint Energy must pre -approve any fill within the easement, it must be free of rock or other deleterious material, and must be compacted to ninety-five percent (95%) Standard Procter. 3. You will not interfere with and will not perform or undertake and any activity, nor will You allow others to do so, that could damage or restrict CenterPoint Energy's use or operation of its gas facilities or CenterPoint Energy's easement rights. CenterPoint Energy s Pipeline must be fully accessible at all times before, during, and after construction. Any fill covering the Pipeline will be at least three (3) feet, but no more than five (5) feet thick unless otherwise permitted by CenterPoint Energy. A level area of not less than six (6) feet on each side of the Pipeline must be maintained at all times. Slope beyond sic (6) feet from the Pipeline will not be steeper than four -to -one (4-to-1), unless otherwise agreed. Any cut or fill within the four -tonne (4-to-1) slope area, will increase the width of the level area on each side of the Pipeline by that same footage. Any equipment movement over the Pipeline must cross only at an angle greater than forty-five (45°) degrees to the Pipeline and must be on a temporarily constructed road composed of well -graded and compacted gravel, three (3) feet thick, for a minimum of ten (10) feet on each side of the Pipeline, or as approved in writing by CenterPoint Energy Engineering. 4. Encroachments, including but not limited to permanent or enclosed structures, signs, decks, tennis courts, and swimming pools are not allowed under any circumstances within CenterPoint Energy's easement. CenterPoint Energy can remove any encroachments on its easement and You will be responsible for bearing the cost of said removal. 5. Any buried utility line across an in -place Pipeline must be installed below the Pipeline with no less than one (1) foot of vertical separation, padded with well -compacted ninety-five percent (95%) Standard Procter fill and must cross at an angle between forty-five degrees (45°) and ninety degrees (90°) from the Pipeline unless otherwise permitted with written approval from CenterPoint Energy. 6. Only grass is permitted over and within ten (10) feet on each side of the Pipeline. Beyond ten (10) feet on each side of the Pipeline, plantings are restricted to, and cannot exceed, a final growth height of six (6) feet. Trees cannot be planted or remain within the easement per Federal Department of Transportation regulations. You, Your successors and assigns, will not plant any trees or other non -compliant plantings within the easement. If CenterPoint Energy discovers and removes any non -compliant plantings, brush, or trees from the easement, they will not be replaced nor will You, Your successor or assigns, be reimbursed for the plantings, brush, or trees removed. 7. You will not remove any markers required by the Federal Department of Transportation typically found at road crossings, at property lines, at changes in direction, and intermittently along the Pipeline. If you have any questions call 612.321.5426 or 612.321.5381. August 22, 2007 EASEMENT GRANT TO MINNESOTA VALLEY NATURAL. GAS COMPANY KNOW ALL MEN BY THESE PRESENTS: THIS INDENTURE, made this day of 19Z,Q, by and between .-//1,4r ')L ,P.s�aa V Sy�.9 E. /� ,. ki11 /� k11fe 0 of the County of.-74de.Q , State of Minnesota, parties of the first part, and the Minnesota Valley Natural Gas Company, a Minnesota Corporation, party of the second part. WITNESSETH: That the said parties of the first part, in consideration of One Dollar ($1.00) upon the execution of this contract, to them in hand paid by the party of the second part, the receipt whereof is hereby acknowledged, and _ the further payment of $1.00 per lineal rod and damages to crops caused by such installation, do hereby grant, bargain, sell, remise, relinquish and convey unto the said party of the second part, the Minnesota Valley Natural Gas Company, the perpetual right, privilege and easement to construct and maintain a system for the transmission of gas in and across certain property of the parties of the first part hereinafter described so long as said gas system and appurtenances thereto shall be used; such system to be of such character, dimensions and construction as the party of the second part may determine from time to time to be proper for such purposes; such system to be and always to remain the property of the Minnesota Valley Natural Gas Company, its successors or assigns; said gas service system, pipe or pipes to be located on lands of the parties of the first part in the county of < i 4 E -: State of Minnesota, described as follows: The North one half of the Southwest one Quarter (N 1/2 of the SW 1/4) of section 14, Township 116 N, Range 23 W as recorded in Book 59 of �• page 298 in the Office of the Register of Deeds, Carver County Minnesota. —The Second Party agrees to install Main Gas System within the following areas, a strip of land 25 ft. southeasterly of the Southern Right of Way of the Chicago, Milwaukee, St. Paul and Pacific Railroad and a strip of land adjacent to County road 17, for a distance of 150 ft. southerly from said Railroad Right of v1ay and easterly 25 ft. from said County Road, except where natural obstructions are present and there to stay as close to said Right of Ways as sound engineering practice allow. The parties of the first part, the grantors herein, for themselves, their heirs and assigns, do forever grant the right at all times to the party of the second part, its agents and servants to go upon the said first parties above described property and excavate the land above described for the purpose /- of erecting, constructing, maintaining, replacing, supplying, repairing and rebuilding the said gas service system, or the removal thereof in whole or part, at the will of the grantee, and hereby grants second party the right to cross first parties' abutting property for the purpose of such maintenance and construction work, with the privileges to place tools, equipment and dirt thereon during such work. It being the intention of the parties hereto that grantors hereby grant the uses herein specified without divesting grantors of the rights to use and enjoy said above described premises, subject only to the right of the grantee to use the same for the purposes herein expressed. After the initial installation, the party of the second part to pay first parties for any damage caused to growing crops, trees, shrubbery, fences or buildings caused in the maintenance of said gas lines, said damages if not mutually agreed upon, to be ascertained and determined by three disinterested Persons, one of whom shall be appointed by the first party, one by the second party, and the third to be selected by the two appointed as aforesaid, and the written award of such three persons shall be final, conclusive and binding upon the parties hereto. All provisions hereof shall run with the land and shall extend to and bind the representatives, successors and assigns of the parties hereto. WITNESS the execution hereof the day of 19G„ IN THE PRESENCE OF 11-2 Pa ty of the First Part � / !, As to First Parties — ; try of the First Part MINNESOTA VALLEY NATURAL GAS COMPANY j A Minnesota Corporation As to Second Party arty of t1he Second Part STATE OF MINNESOTA ) SS COUNTY On this /'/ day of 19/,- , before me, a Notary �Public within and for said County and State, personally appeared and .R c �i'ac�s4AR to me known to be the persons described in and who executed the foregoing instrument, and acknowledged that they executed the same as their free act and deed. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF NICOLLET ) i WINIHEISER NMMY CYLIiq M1ifCIIJ CW Mime MY Celvcis,ko E:p,n 0ef- =9. 1966. On this 28th day of October, 1960, before me personally appeared G. M. Carter, Jr. and M. E. Stewart, to me personally known, who, being by me each duly sworn, did say on oath that they are the Vice President and the Secretary, respectively, of Minnesota Valley Natural Gas Company, one of the corporations described in and which executed the foregoing instrument; that the seal affixed to said instrument is the corporate seal of said corporation; that said instrument was signed and sealed in behalf of said corporation by authority of its Board of Directors; and said G. M. Carter, Jr. and M. E. Stewart each acknowledged the said instrument to be the free act and deed of said corporation. Richard C. Boys Notary Public, Nicollet County, Minn. My Commission Expires July 28, 1964 __ 1 SATE DEED TAX —Laws Extra Session 1959 q t. A Chapter 70 Article 12. Receipt N. G 884 R ceived of _—_�'Ui�„/_ 7 / State deed tax of $ or� conveyance made bn--��'%r u.m• at •mdY o. mover. l-2' lg(c. � r ` ✓ Treasurer, County of QLIP.., U �_ �.��_ ++ �n:t. ,, i r., _ ��_ I;' 9��m .I a �_ � �• ID � W V .� _ ' _ ., '�: `< . �; k r, , •N d ': { PARTIAL RELEASE OF EASEMENT ' KNOW ALL MEN BY THESE PRESENTS: That MINNESOTA NATURAL GAS s' COMPANY, a Minnesota corporation, does hereby release that certain Easement Grant dated October 14, 1960, executed by Albert W. Roushar and Sylvia E. Roushar, husband and wife, which is recorded in Book61 of Deeds Page 497 , in the Office of the Register of Deeds, County of Carver, State of Minnesota, and which relates to property located in said County and State descrived as follows: The North One-half (A) n, *ti, Southwest One -quarter (SWO of Section 14, Township 116 North, Range 23 West. EXPRESSLY RESERVING HOWEVER, a thirty-foot perpetual easement for gas pipe line purposes over, under and across the following described property: That part of the Northwest Quarter of the Southwest Quarter of Section 14, Township 116 North, Range 23 West of the 5th Principal Meridian Lying southeasterly of the southeasterly right-of-way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad. The centerline of said easement is described as follows: Commencing at the northwest corner of said Northwest Quarter of the Southwest Quarter; thence on an assumed bearing of South along the west line of said Northwest Quarter of the Southwest Quarter, a distance of 293.70 feet to the point of beginning of the centerline to be described; thence North 76 degrees, 58 minutes and 45 seconds East a distance of 25.75 feet; thence North 10 degrees, 27 minutes and 20 seconds East a distance of 85.73 feet; thence North 55 degrees, 11 minutes and 15 seconds East a distance of 345 feet, more or less, to the north line of said Northwest Quarter of the Southwest Quarter and said centerline there terminating. The side lines of said easement shall be prolonged or shortened to terminate in the westerly and northerly lines of the first above described property. -1- IN WITNESS 6:i'EREOr this instrument has been executed day of September, I971. STATE OF MINNESOTA) ) Ss COUNTY OF HENNEPIN) this / V k • t W MINNESOTA NATURAL GAS COMPANY By Its rr Ci a Akz" n J u CC, 1471 On this /0 day of September, 194, before me a notary public within and for said County, personally appeared > N . to me personally known, who, being by me duly sworn, did say Chat he is the 1._ of the corporation named in the foregoing instrument, and that the seal affixed to said instru- ment is the corporate seal of said corporation, and that said instru- ment was signed and sealed in behalf of said corporation by authority of its Board of Directors and ")1 acknowledged said instrument to be the free act and deed of -said corporation. 13157 OFFICEOF REGISTER OF DEEDS STATE OF MINNEEOTA, I...11 .9 c.r .' ( hlcrchp certify that the within inntra- ,neut won filed for record thin office � on thc_7 dall of Q - A, D. lg2L_at_9_.10o'cloek_A9'_M., and man ;Lip recorded in book 90 of page "-'- ggO1STER CF DEEOS By DErUTY RE016TER OF DEfiDS U -'1- PI- •' Notary Public 1 tUa CILLICSn. M41Y P.bfc. Henm l 1y, Ming, MY Cam..'S.. t.RNs Y I.� gi, _ a !0/8 ifof `s CERTIFICATE OF SURVEY Fogs M/NN% SOT-! IVATUfipAL CO. i PREPARED BY: a-Oe,701'�-S /won Mo/74/77e/7f ,'� �G SCHOELL & MAOSON, INC. PAc r�`/ ENGINEERS &. SURVEYORS / 1 yf;^9 SO NINTH AVENUE SOUTH /Vw co�ge/of fhC NWq, SWf i'/ �\E jE�' `G/ HOPKINS, MINNESOTA SS343 of Sec. If. 7'//6, R 23 ' (Ga�✓er Co. Cdsf Iron Monym�n � A /� �� , 1`� /• '3 ; N /%ne of fhe NWf, SW41 —140or — } fe�ae RPgoaim77e/y on fhe N /ine of fhe NW% , SW% '! /ov000'z. / / / / / EASEMENT DESCR l PT ION 101, �+ / �r°e�3k5s// A 30,foot perpetual easement for gas pipe line purposes over, under and across / R� / / the following described property: Ile Cl)'E // That part of the Northwest Quarter of the Southwest uuarter of Section 14, Township 116 North, Range 23 ►►est of the 5th Principal Meridian lying Po /•� �a�/"'•/'// southeasterly of the southeasterly right-of-way .line of the Chicago, t°f. H;h Milwaukee, St. Paul and Pacific Railroad. :- Ra;r°a/ The centerline of said easement is described as follows: 4E"5� Commencing at the northwest corner of said Northwest Quarter of the South- west Quarter; thence on an assumed bearing of South along the west Line of said Northwest Quarter of the Southwest Quarter, a distance of 293.70 feet � to the point of beginning of the centerline to be described; thence North I W / 76 degrees, 58 minutes and 45 seconds East a distance of 25.75 feet; thence Ivorth 10 degrees, 27 minutes and 20 seconds East a distance of 85.73 feet; II ti ' thence North 55 degrees, 11 minutes and 15 seconds East a distance of 345 feet, more or less, to the north line of said Northwest Quarter of the �� ' Southwest Quarter and said centerline there terminating. The side lines of "'t said easement shall be prolonged or shortened to terminate in the westerly L � j and northerly lines of the first above described property. PS 95 1Y76-Se'4S"E that th• ur ve Lan or report was prepared by me or under my I hereby certtfy is s y, p , direct supervision and that I am a duly Registered Land Surveyor under the laws Voice I Data I Internet I Wireless I Entertainment February 26, 2008 Mr. Robert Generous Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Dear Mr. Generous: Planning Case: 08-07 PID: 25-0140900 RECEIVED FEB 2 8 2008 CITY OF CHANHASSEN _ EMBARQ Embarq Corporation 343 East 82vtl Street Chaska, MN 55318 EMBA Qxom Embarq Telephone will be able to provide service to the new 45,000 square -foot one story office/warehouse building with a future 15,000 square -foot expansion. There are no conflicts. If you have any questions regarding this application or more information is needed by Embarq, please contact me at 952-448-8301. Sincerely, Victoria A. Raines Network Engineer Embarq Corporation 343 E. 82"d Street Chaska, MN 55318 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: February22, 2008 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: Request for Subdivision approval of 4.19 acres into two lots; Site Plan approval for a 45,000 square - foot one-story office/warehouse building with a future 15,000 square -foot expansion; and a Wetland Alteration Permit to alter or fill wetlands on site on property zoned Industrial Office Park IOP and located at 8301 Audubon Road. Applicant: Eden Trace Corporafion/ID1 Distributors Planning Case: 08-07 PID: 25-0140900 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 22, 2008. The 60-day review period ends April 22, 2008. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, stone 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 March 18, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than March 7, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife 13. Twin Cities & Western Railroad ' • _ , Iw �• . �� _ _ � ilia 1 t1� � _ _ r EWMIKm- aw �� u `-' X hL 46 717 I] INI.AInot IIIto] --- Od w Proposed Office ' Warehouse - Audubon Road for: I. D. I. Distributors D° of PROFIT, Chanhassen. MN ¢/a.wEwWY PJNX° Cd SYPUChY R Yl 6 LNS i2 Ftl A �M19p-BUY➢ IA T. AB ixiCPy.Tq. 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NACDGN YDI1N 612-822-2825 RAg T CREEK ROSINESS CUB 901 NORTI ]RD STREET, /100 A. NFd. /FI Cf DRAWBI BY OE9pl-BUILD AIBC014m CWRDINA➢DN BY CC 4iF JGln.G PLV1 OT ggo Northwest Corner / West Side Perspective I l I m FUTURE ADDITION 16,272 S.F. 950 PROPOSED 2 STORY BUILDING 45,200 S.F. MAIN FL 7� 10,000 S.F. 2N D FL iirai nSiTE PLAN Mx S:xE P . Stl-Y R 11 ti IRR CURB UOUWNAN BI 11�14 Lt[GILx NPl. at@wn x.N i;l l2 1�51®16'00 bap 6H9TlB (.YU_ WYI@MM101.tV11 68BI EDEN TRACE 61a6MWp0'CCIW IYi31 J61 R,33 FAX 9Z 3610T1J Audubon Road IXSBI ®im6amc: IDI Distributors 4t 6 RAMS 3 ,01 . R�9W-YC RIOOT. WY PlpYAIWI NPT RAINiw T YAMa1LlM,n. RAYYNIZ Np M wart A%pvsP.x¢S saEEDI R.16 D RW N.4nva waw Rn/E ExArtRUT I rrt A,1ExwN 6 M .. v°aaua SA°ws•'Tm SITE PLAN SUBMITTAL SET RIB1 00'i620J MTE 013 0B nRnxNWEPLAN m AU ji A I � I 1 1 1 1 I I I I I I I 1 RCti H NBNWNAN CHIT I C I _J A II N Wcull l.Mc s+. XJppp.L fo-!LI r \\ i n::n rnuml � malXexr_x: I rLuu, ln.rlml.x�,mm...n i i / x / x... x.xY.. 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GA -YIWY nW[5 n Nq,R. xMIrPO A®, � ya0 =ala 4 r9w9d MO.RCT.4 ,[lY <Ow4..nM I.pl w.nw Olat� r.v.Reo wO.RCTO.L ¢.r tpwG. ..x.. r.ol .rynn m. wa,a NUUWMAN �:Dm,ww EDEEN TRACE eissuwaa co�Rr Lei xi�� F.lY fli31 ]filpRl AID&ZTIL l l: Audubon Road pN1}N£SFT'. MN.. 17 �� IDI Distributors ��a n a�am :mom oimar m.w.cm .no M o.n M. E.1Epw i.`sw. ow.s oi,cnm. e.na.. Im ..urtn SITE PLAN SLBMTTAL SET SRN DAn DAiE 013.09 DM.1v M av<xFn ro� m.FLFI` A3.0 f l FUTURE BUILDING PAD 43 stalls - ' FFE=954.00 Yi•�,w. niliiiiiiiiiniliiliin•w w ymm+....... •e v v 1, w >, D / t. vl V t n� 4a v u i. A. „ Y m w -. ..• v y u m ,d m v v e• n .. u n e. a >. w m s• D. w D, b A. •r D. m v L m na V n, na De De S1tlwW VW' �1Am 1Ve�1 D- I+• nil �.� >) •I nh �n1, I, �dv /pY� Y i V � �• I It, IVI VI i 1 1 t �' � YII [ f F fln • fA, n, n, u w LL�.� D• 0.. u d\\. a�'�, V sd +. V\�' w ,. v v +.\v. va • ,. v v, v u w V n, -- ;>\� v v v v 4 V y v v d'\ v �� 1. t y >• m t . y a y• w y y a wy1^ i. _ I w . • w mww l` sTnnsncs ""�°' " '° '+"• m ., t. _, m w w ,. Y .. ., y w w u w u w +. w w v- u w w u w w u u -•.. � D. .>. ..t ..i m w u a, i• v m 1 w w y w Y >. u w m� m m w w ,. w or m y n. t• t, v t• y v w i, a t. w t, y Y y LUNMRE SCHEDULE s,.++ a true•.ns .mYm ,gym o A I e s wa m,wq was ra seru•weE ar,wmra zmn Dm w . �o me wemxYLwmv. Cc z ..oao,.w auw.s� msm,u ,m D.m m �.mrrtz1i w�`,ei p o z YowY,e •af a�n..� m„cu � Dm c FlnM� T V 1 8 Y A L V/ Z C C W t C _ R Q U �w EET Dee: Merry 3.100E SmM AS NOTED mNnB N� o. REM 1 of 1 CITY OF CHANHASSEN RECEIVED APR 0 4 2006 GHANHASSEN PANNING DEPT Preliminary Site Development Plans for�,.., :�,e �„,•,��u IDI Distributors -� Chanhassen, Minnesota �.••,-pw- «••••-•aa Presented by: -' Eden Trace Corporation VICINITY MAP eo brae �IFRA Eden Trace Project 101 0isiributors Ln..lion Audubon Road Certlaullon so.= Revision History TITLE SHEET Sheet Number Revision c0 Project No. ENE 17481 Proposed Otllse / Warehouse -Audubon Road lor: I. D. I. Distributors Chanhassen, AIR �IT�E LOCATION PLAN $ ®1AM �ast'�ctia.:rmo.•+vv+..:..ia f[ifti�iti EBB =— �— ii�Yfii rrmxmrarae-caa��� ENE @SITE PLAN _0 p� v ..r.e Northwest Corner / West Side Perspective 47 tonal par" read 146 Rota shown 12.000 at FUTURE ADDITION 16,272 S.F. PROPOSED 2 STORY BUILDING 45,200 S.F. MAIN FL 10,000 S.F. 2ND FL / EDrN TFL\CF. :Vrtlui.m Ronal IDI Mstdlaulors W S1I h PLAN tiL'DMI'ITAL SET sum wia un a, A1.0 L \ 1 IFRA uoiame• _ __ Client Eden Trace r� ...-.._ ..—" Protect IDI Distributors Location Audubon Road Reviliftes Hauer tat ".....'..''6,J:.d.::.::::�:C:Y:: :'::I:d,:'"�:::'7.::1:::::�"" Sheet Title ..... ..,..........,..., ..,...,.......,.,....... GRADING PLAN 8heal Number Revision _m C1 6e.mer PINNI No. EUE17i81 lEiilt`ltir•1,il..6,Ilh!ls��lllEli!!l,��li!•fIl�i, lalla:'°'!�� ;!!!tic �i��€al���;�= Hill l.ji Ij! ! li :I f! 1;6� !il! I ;• !'!le !i 'lei i i el' !!?i !' ! °•'t ! !1!� Il ! ! ! J i i ai il,�l !t.l f !+ �•ili !! +� 4s� • .i! !j° tii e i it ! a !!I ,t t t �,� ! �: ! � i131 ail. !' ,pl1lt�i a� I(! �� °!!!� i •!I 3 a o sypWIN Ilffl !a(g 4Ypl ------ - - - - -- R y� U u8 qN RQ � A c mAn9�ao1 ? a t� 4 ri O FINWwn C _I 9 �i3 5aa6 2i€ 35� a,_ z I jjcif �F3��3�e e !€° gee Y• ;< sYagO : pae . Y e € s e z : ' M €f 4 e Pi3 7T € i yp �&����qg �ei5�� v1��@pe§�Fd �i € @ f 2 _ �: Y�➢ �3E - .t3i ;I Mill 111 E�3,g��Y9 f i �, fill H ,ii SEOUENCEOF CON T PON vmxrx,��...rnss.m rxonox x ncoin I. unox LOXIDOL xarze a onx"t / tm xer• pIFRA rrnr.nr r arr.r Client Eden Trace Project IDI Distributors Location Audubon Road Cntlllcwon Summery Revision Nistory Sheet Title EROSION CONTROL PLAN /SWPPP Sheet Number Revision C4 t s tyyN ij ' �� qe rr�ra rl� rla�rt rffR arrR x i ( i yy�t� 1 C aLal� �; t�i•8 � atft t• ,yy ie s'' 1 p S i I � (i2 s( ? is �fi: $f 4i r Q � � i+( F it •� It {{t ( s �i an 1 as ®T 3 il! •`\.... _S> b !1 y 1 8 ; i•n� L o gl lit I a 1 p S i I � (i2 s( ? is �fi: $f 4i r Q � � i+( F it •� It {{t ( s �i an 1 as ®T 3 il! •`\.... _S> b !1 y 1 8 ; i•n� L o gl lit I a L o gl lit I a 0 � y x e =v 2fl wj s ? a a t egg kgnt•- Svx a 99' ! a :; ;- ;$s $!!jai, 6 is� • 5tad a ids_! $ °${e a66: �dka.�s ,54 s; 6ae� i2& ;a € if ;s.Q iadi$q•{{€�'-'� ezR� :kip-.- S, akd86R q a ;xs°kh.�t ." : a °dx k, "3.: 3k?s° 1 P e° :djl a RIP pp :: , a- °3 �d°,1d€ s $ lip d� 1� �;ilj D aRa�dltdds{€f i 9 T, lcijUlJim lilt, lea | � | % � ) § ■ k�� ' |It j } :E will - - - - - - - - .- - - - - - - - - - - - - - Ifll311 ||��lm;e .p• [:;! �.R•m�||H| �� m•isp ill ,» III �%�7 Hil if ila I � `I����§| _�� §� � \. � ■ . - :§ � |��� MIN ----------------- %l"� .17 T T IT-. 2:G� R| Jill ,if ` ) .t ! hm�! ��•. IIu; 16 AUDUBON CORPORATE CENTER 1 ST ADDITION 1� '0pPG go r i 0111 4 S ------------ - ---- MiA.-HHASSEN LAKE- iiUSIMESS "ARK 7TH Arl-D-i'll0il I ........... 1aw._eJIL ^li_ McCOMBS FRANK ROOS ASSOCIATES. INC, S�0 O Sw 0;\0 P P o= W Z w n oA .. r- Q� AUDUBON CITY-7NANHASSEN APR 0 4 2008 CHANHASSEN PLANNING oEPT CORPORATE 1 CENTER 58959'45•W 319.80 i w INGRESS AND EGRESS EASEMENT" I \ 'S9'45•E 251.82 J IggN Q r I Ix Moo �/(� P S8959-45-W I V� N N I 12 ,6.� , 1ST N8959'45'E xl 1 N ADDITION Pi I g o I 30.00 } I 148954'06'E k--SOUTH UNE OF LOT 2 ernes • Ph a g • sw� Eden Trace Corporation Designed: Exhibit Number ,�d� ��„ Drawn: MM M ��� 1p PoT^o+ sss0 Audubon Corporate Center 1si Addition Ap roved: HUN ° Chanhassen, Minnesota Intal Issue: wmooa McCombs Frank Foci �c ]5i�4]88592 Rev.: _ - Attevates, Inc. Ingress Egress Easement Exhibit Date: Project No. EDE17491 • Ingress and Egress Easement Description An easement for ingress and egress purposes over and across that part of Lots 1 and 2, Block 1, Audubon Corporate Center I" Addition, according to the recorded plat thereof, Carver County, Minnesota described as follows: Commencing at the northwest comer of said Lot 2; thence on an assumed bearing of South 00 degrees 05 minutes 54 seconds East, along the west line of said Lot 2, a distance of 111.00 feet to the point of beginning of the easement to be described; thence North 89 degrees 59 minutes 45 seconds East a distance of 76.00 feet; thence North 00 degrees 05 minutes 54 seconds West a distance of 95.00 feet; thence North 89 degrees 59 minutes 45 seconds East a distance of 251.82 feet; thence South 36 degrees 37 minutes 50 seconds East a distance of 15.00 feet; thence South 00 degrees 05 minutes 54 seconds East a distance of 157.25 feet; thence South 43 degrees 19 minutes 30 seconds East a distance of 67.11 feet; thence South 00 degrees 05 minutes 54 seconds East a distance of 93.42 feet to the south line of said Lot 2; thence North 89 degrees 54 minutes 06 seconds East, along said south line, a distance of 30.00 feet; thence North 00 degrees 05 minutes 54 seconds West a distance of 143.38 feet; thence North 43 degrees 19 minutes 30 seconds West a distance of 68.48 feet; thence North 00 degrees 05 minutes 54 seconds West a distance of 148.78 feet; thence South 89 degrees 59 minutes 45 seconds West a distance of 319.80 feet; thence South 00 degrees 05 minutes 54 seconds East a distance of 78.00 feet; thence South 43 degrees 41 minutes 51 seconds West a distance of 20.25 feet; thence South 89 degrees 59 minutes 45 seconds West a distance of 32.00 feet to said west line; thence southerly along said west line to the point of beginning. L\PROTECTS\EDE17481\Conespondmce\Sweep\De criptions\Ingess Egess.doc April 4, 2008 i — w O N 1 O w LLJ W V O 3C-4 z_ 50 O rn N ao .ti 'D -a; 50 AUDUBON CORPORATE CENTER 1 ST ADDITION 1 • 1 1 I - r— \ I I n 1 / r— r\ • 1 r— . r\ n r\ I rl —I— I n r\ r\ \ 1-y /n\ I\1 f� /n\ /_\ KK/ /_\ I I I I I I I I\I Y L. I I \ L— Ll L/ L/ 1 1 I \1 1 Y IMENT I. KNOW ALL MEN BY THESE PRESENTS: That David A. Stockdale and Jane K. Anderson, husband and wife, fee owners of the following described property, and Equitable Holding Company, L-C, a Minnesota limited liability company situated in the County of Carver, State of Minnesota, to wit: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. Have caused the some to be surveyed and platted as AUDUBON CORPORATE CENTER 1ST ADDITION and do hereby donate and dedicate to the public for public use forever the thoroughfares and easements as shown on the plat for drainage and utility purposes only. In witness whereof said David A. Stockdale and Jane K. Anderson have hereunto set their hands this — — — — — day of — — — — — — — — — — — — — , 20---- SIGNED: David A. Stockdale and Jane K. Anderson David A. Stockdale STATE OF MINNESOTA COUNTY OF Jane K. Anderson CITY COUNCIL Chanhassen, Minnesota This plat of AUDUBON CORPORATE CENTER 1ST ADDITION was approved and accepted by the city council of the City of Chanhassen, Minnesota, at a regular meeting thereof held this — _—_ day of __________________ , 20____, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF CHANHASSEN, MINNESOTA By , Mayor By -------------------------- , Clerk COUNTY SURVEYOR Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ___ day of ------------------ ,20--- By-------------- John E. Freemyer Carver County Surveyor COUNTY AUDITOR/TREASURER Carver County, Minnesota I hereby certify that taxes payable in plat. Dated this --------- day of _ Laurie Engelen, County Auditor/Treasurer and prior years have been paid for land described on this 20____. By------------------------- The foregoing instrument was acknowledged before me this __ day of ------------ —____ , 20____ , by David A. Stockdale and Jane K. Anderson, husband and wife. COUNTY RECORDER Carver County, Minnesota ---------- ---------------- --- Notary Public.------------ -- County, Minnesota I hereby certify that this plat of AUDUBON CORPORATE CENTER 1ST ADDITION was filed this MyCommission expires_______________________ , 20____ ----------------- 20____, at ____ o'clock __M. as Document No. ------- —_ SURVEYOR CERTIFICATION I hereby certify that I have surveyed and platted or directly supervised the surveying and platting of the the land described on this plat: this plat is a correct representation of the boundary survey, all mothemotic data and labels are correctly designated; all monuments on the plat have been or will be correctly set within one year; all water boundaries and wet lands as of this date are shown and labeled; and all public ways are shown and labeled. Henry D. Nelson, Land Surveyor Minnesota License No. 17255 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20____ , by Henry D. Nelson, Land Surveyor. -------------------------------------- Notary Public _____________ County, Minnesota My Commission expires_______________________ , 20____ Carl W. Hanson Jr., County Recorder M Drainage and Utility Easements are shown thus: - H F -5 1-10 10-1 1- - �rL _ -L - NO SCALE ; Being 10 feet in width and adjoining right-of-way lines, unless otherwise indicated, and being 5 feet in width and adjoining lot lines, unless otherwise indicated as shown on the plat. day of McCOMBS FRANK ROOS ASSOCIATES, INC. PLANNERS, ENGINEERS AND LAND SURVEYORS Engineering • Planning • Surveying Preliminary Site Development Plans DEVELOPER/OWNER EDEN TRACE CORPORATION 8156 MALLORY COURT CHANHASSEN, MN 55317 for TEL 952-361-0722 FAX CONTACT: MARK UNDESTAD ARCHITECT IDI Distributors HOUWMAN ARCHITECTS 1159 PIKE LAKE DRIVE NEW BRIGHTON, MN 55112 hanhassen Minnesota TEL1- 0200 FAX 651-639-9726 ■ CONTACT: TACT:BRIANAN HOUWMAN Presented by: Eden Trace Corporation ;p n, �CONt f GROR Or 1 69. NE7 PEACE CT. OYLEB tf,P a YERRP , OO, ➢R. 69. PIMA BAY � ( ! .. a k e A f SP CtN S t I z } 71. SAp➢LEBROOK PASS s- C N 19u NAJESII WAY 72. CHIPPEWA TR. ¢ i FA.bN HILL. a CS 73. BELMONT LA. u e. WK �9 �� \ 74. DERBY ➢R. A' U1R E C JAY CIR. m ET. ]5, CANTERBURY CIR p SAD11-y LHIPPE a UBON CIR. 8,P J-" -� 76, PREAKNESS IA. > Q n CT.�- y L CIA. INKER ST. z 77, PIMLICO LA, m r'2�. TRI➢GE CIR. yp,,JaUT WRuE 3 ]B. LAREDO LA. -' LOR -p TETAIL RIDGE CT. CLOVER L1- CHAN ASSEN 79. IROQUOIS ST. - Q DR' [ME CIR. 91 As. SANTA FE CIR. '�' \21 P �' u ASANT CIR.. �r m `' P 3 120 VLR e NGTON CT. BANE qR _^, GOOD Cam. t 109. SPOONBILL CIR. a W. V L AGE R R/—CHICK WAY 112. NICHOL AS WAY WAY �5 vE1PP1' OR. 121. KIMBERLY LA. 17 117 "a 150. WArER LEAF L SA IT ll2. BLUE SA6E LAB Clt .�L a 122. KELLY CT. M, YC ?n CIrYCENT Hall 1so. i -- — �� - ARBORCrUM --_� ST. ER DR. - BL V s A, 14 . PARK nK i a' q M_I.GLYNN > 2 I a DR. i CT. PICHA ➢�ft'.j� J gVV D gip. s COOL ` F ST UULTER RYOtil�q TER BLV➢. _ '�"- Ya r PNSUe� f� ~ ANDRE I J o CT. 110. SL'FF OLK DR. rye IMBERWOOD E$SE% R➢, R �: K0 PC' 123, POWERS PL. V" ' Ctp Oa 6 �O 'P. gCC` � � `PKE P tP m Lukl HP G. O Cj. Lt o-u IO DR. eG� PZr a i R/DgL REEF RIDE OD r� R f W. C BRIDf CREE VIEW ��� �O' r 1 LAKE CT. CREEK 11 _ -- :.., TR. CRIDfREEK RENAIS CTNCE Y WQ i6 OQ' ¢ N .y Wed DR4 `_ 134. �, 4+ co°s`���� y, ms>s°' 1is ak a//U Le S GH, EREY pR, Q19 J R Y S LAB q `a P LOVE GT. BLV➢, o a OOS 6 w q 709 t � LA : MALLARD _ $]SAN V•ti: JSv b"➢. N THEW J `s ¢ RED 4� 'IINf w qQ� "ILLS. .. R23W > VAL_EY ti P TRUS I 1615 RIDGE USH CI.'' Uy 21 22 3 PL K'Yy q;�-P DR. 14. 1: 03.2. >a \-E CO O by BARBA.RA CT. SJ -�q, z TI16N RE _` SUNQ 3 to a Or PS > ..; 101 C] j) N CT4 N6 DR. _ ._ _ LY E MAN BLVD. S1 9'FP��V! 124. MAYFIELD CT. IP -'3 125. MISSION HILLS ➢R Fir€L 1 126. FRISCO CT. d 127. MISSION HILLS WAY W. 120. BLACKBIRD CT. Hazel Ine 29. HEARTLAND CT. `'� T11622 R33W 130. MISSION MILLS WAY E. VICINITY MAP NO SCALE CIVIL ENGINEER MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JERRY BACKMAN SURVEYOR MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: TRAVIS VAN NESTE I ANnCrAPINr MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: KEVIN TEPPEN S H E ET I N D EX SHEET DESCRIPTION CO TITLE SHEET A1.0 SITE PLAN C1 GRADING PLAN C2 NORTH LOT GRADING PLAN C3 UTILITY PLAN C4 EROSION CONTROL PLAN / STORMWATER POLLUTION PREVENTION PLAN C5 CIVIL DETAILS Li LANDSCAPE PLAN L2 LANDSCAPE DETAILS L3 TREE PRESERVATION PLAN BOUNDARY / TOPOGRAPHIC SURVEY PRELIMINARY PLAT FINAL PLAT Is Frank Roos sociates, Inc. 14600 2W Avenue North, Suite 140 Plynmutll • Minnesota • 55447 phone: 763(476-6010 • fax.' 7a476-8532 websile: www.mftcom Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JR Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 021'151;2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan 1 04/04/08 JB/JJ Adjusted North Lot / Future IDI Site Plan CITY OF CHANHASSEN RECEIVED APR 0 4 2008 CHANHASSEN PLANNING DEPT Sheet Title TITLE SHEET Sheet Number Revision CO Project No. EDE17481 Engineering • Planning • Surveying LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> 0--- --' SANITARY SEWER > 0--- sN - --0 FORCEMAIN(SAN.) Cl�-->FM>()-->->-Q WATERMAIN ►� I �I- EASEMENT GAS LINE UG -u----...-- ELECTRIC UE '" ---- - TELEPHONE 962.5 962.5 SPOT ELEVATION X X CONTOUR 902-----902----- RIP RAP OVERFLOW ELEV. EOF V i' U I I ' 1 `\ j I /• / % i l 1 / i / i / I' A46.0 i - x948.e •\ \ . j 't \ \ \ \ / z I I I ,/ ! / / / / / I / \ \ / \ \ \\ \\ \ 1 I / / / / ! / I / \ ! 1 \ \ \ 938.3 5e.o o f I I I I `. 1 1 1 / l i / i l/ i i N i l i/ l I %-----------949----�. \ \ i I / / \ I - 5652 R'L Ii---- 1 I j l j l 9473 . \ \ I z943.8\ 11/ 'r / \ \� \ / / I 1 I I \` I ✓r \ I\ 1 '\ ( \ \ \ \ / / / x99`/.6 /' ' I x948�' x949.3 \\ - \ ( 7.7 �` I I / i I \ \t 938.5 9 Ip551 II 6�.61 1.,�'x948.3 ` I I Q� x949 1 PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE " x960.9 _-- 6 ----- 94B6 GRADING NOTES 1 l LLl ---MPPPED-Atli-B612 CURB / / x947.8 /)1E 2. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 7.t 1 51.9 i 51.90 51.9 938.4OC j I I l I % IO i COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE b // xsas.6 ri - �s5os /CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 956.8 I / ` rPRIMARY C tC OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES UNDERGROUND AND OVERHEAD - 0 956.9/ I ll ! II 1 I\, 7194a`5 ( ) _ 93 . 0 I� / I 11 11 50.40 �0 / 51.1 ' I I 4 I I 4i 03 , 4$ 51.19 _1_4R _ _ 03 1.4% 51.19 1.4X 50.63 I� X SETBACK, / 1 / , 4'TURE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED x954.5\ 1 ,� 51. / m , 1 , p : % X / IMPROVEMENTS SHOWN ON THE PLANS. 1 z954.1 t , \ / / 4 / ,I 1 , I, /I 4 I / I , I I ` .{ I I I I _,85\ I _ , 1 1 x 9.5 .95 x9V9.2--�j' if I 'Ij IT'- Y / 11� .1` / ' I 1•' I I I I I I I I 1 . 1 - _ - - V - AC 6RY S 6 •< A I 1 t\ \//�`94� x9"ip �'� I I I I I I I I i. I 1 I i i 1 x94t.3S K 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING \ , / I / r r I l I r i II / 1 / I I I I , I I I I I I I / THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE �F / J L-_L-J--19S1_9L-1-_1L_J-_�L-J-_J i . I 1 LOCI \ ---- J! - I S• \` ,� / / R LL �y.1-I --J -� LJ-L-J--1_�_ SI BS ' / i I i ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. t5 :q, ItR �- i ` ,N -r,� 8 /I ('rl r-I -�-?-i- -------��--------- - ! 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR tp I 1.00 51.20 r' 1 I I i 1 1 I ' / I /'ng51.7 _ , I �' l l,I / / / ' WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND 955. II xi I -/I I/ / % / / / x9 7 /' ' x `" /' r 'I / AND BUFFER PROPERTY DURING PERFORMANCE Of THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL / 955.6 954.4 ` I t ,_ /f ,I , , 1 ; 1 FUTURE BUILDING m / TW=9511. , /I �'3 4 \ W' , l I I WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION RENEW OF THE CONTRACTOR'S % % / / ! 'x949.2 1 & PARKING EXPANSIO BW=94�. / / \/ t�}' 95t.7 v / / a0.1 \\\ PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR /1/ X AREA -=,GRADE TO DfdAll�` ' I , , x9 .5 " / / // I % I , \ x 6 ' iol I / / 1 `\� THE CONSTRUCTION SITE. b 'Loc `\ I I 7• - -/-/J/ ! I/ / , // r / / I I I \ xsso.6 ` 954.9 1 ( -_ �' ' / 1� / I l 1 / / / I ' x9S�.2 1 , /0612 CURB & '� II T'8 i / 114t.0 `�\ 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE IGUTTER (TYP) / / 93e.a I i I-� i I 1 .954.0 `\ OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE / I I 1 / / I I \ \ RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. SAWCUT BITUMINOUS _ 114- d 1 1 Y �' i / i / I \ MEET AND MATCH ,* • I z953.t - I T i / II 1 / / / I\ It x949.5 / / \ \ ,/ x951.7 t' I i \ \ 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: BACK OF CURB EXISTING PAVEMENT i 54. i -{} _--- ` f17JI 1 /I/--- \\I <9r ( F941.6 '� I \`� II D 51.80 r r iI l I, 1 \ r'i /-- ' I \\ + f I I I A? \\ z938.3 COMPANY: PARKING LOT CURB & GR DE 4 'LOC 95 /, / ,I11 u / I , r 9� I I �42.e EXISTING EDG ADDRESS: ENTRANCE o d y 2.99 52.901 I I I OF WETLA D PHONE: 'L x955.2 �t � x . I / A.. 51. x I 1 ` DATED: 'S955fi - I I 1' { I � • \ I \ ' ' ' / / ' `` ' l\\ , 1 1 \y'2 \ \� Z- 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 1 ; // I \' ' ' I' `\ • `•---_---938.4x9 00 51.20 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. CONCRETE DRIVEWAY - / --- �_ �.:(s571: / ^ i Sid 5�• I \\ \\ THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLUNG SHALL APRON (SEE DETAIL) > U �x95. ��', / i 1 / i 4952. 5�0 �. T�c9�jQ, j BEATTHE DIRECTION OFTHE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER.THE . /---------- , 0p � `\ BIN` ] O� � ,• SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. V^I /.7nCT PIED 938.6 o CONSTRU RAMPS BOTH SIDES 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, N� EXISTING 24 FOOT WIDE _ CHURCH DRIVE INSTALL, NEW B618 CURB & GUTTER. MATCH EXISTING CURB GRADES SAWCUT BITUMINOUS MEET AND MATCH EXISTING PAVEMENT jI I WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT of TRAFFIC WHERE NECESSARY. TRAFFIC x `.\ _ CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 3 x�'1v I I ' � / / i `-1 I ` tl I , \ \ \ A `.\ \\ `' _`_� _ /•-- o `BO/ � •i / N ED • b b ��41.1 / / / 1 6 xssa.6 \\ \ 9�a N 950...949. 500\10. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT 1 I O / ' , ` 5° I ' x952'6 \ m� ` y ` \ EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT // I II I % x949.61 950.5x ,�, 1 \I ` 8\0 \ \ 952.4 - _ _ _ --- -- \ \ \ - TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S ,' x954.5 t `\ `� �� 9Q a. EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE //� 51c70 52.00 ?$ y49 \\ \ 4 BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS '30• .` \Iy ` \ `- � �� _- \ I I I I SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. Sow x949 Y\=9 6 - NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVCES SHALL BE CONSIDERED ` 52, \ 'BW- 4$ O INCIDENTAL TO THE GOADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 1 _ _ _ PROPOSED BUILDING - ` , I� II 936, _ - X i x949.4 , , 1 .953.5 RFE-953.00 x954.3 -- - , ` 51.90 D 51.90' 52.90 - ti^ \ \`\ 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED T0: SOIL AND OTHER \ I \ 1 i-RETAINANG WALL {y5 \ ��� \ 4S 7(1 \\ 1 1 I I� MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT" s51.6 I _ r 51.30 _ -- ' ) li \I \I -' - \ �`� �� I I j I OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE i 12151. 9<93 ) i I i {J x954.8 +`vI'r. \ \` yrl I r1 i ; I BY THE ENGINEER. 0 51.00 \ 6 J .949.5 4P.00x949.6 pa.� I / \ *O \ +°j ` \`�Lnj \7 I POND EXPANSION AREA 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. I x95t.� /_ x954.3 x955.9 '� \ /' • • ` \ tl 1 I I 1 $%.- 48.4o x9 < 1 j \ t EXCAVATE TO EXISTING POND O p� ,- ; ; / 49 ; `, l ` t,1 BOTTOM, ELEV=935.Ot 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. 1 1 ,1 \1 11 I NWL=938.6t THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE a / I / x955s ) 45. 0 Q' , / , +g $ I 1 I I PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT % \ 624�S /+9iI / CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF S TO BE REM res R J i : / +a`;` �,�'� x9s3.6 ) ••^' •, .,;I\ N. : t I (I III ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. D�RjI I --- - x952.6 • x951. I\ x9` 3 \ I I I I I I 1' 50.70 __ / / ' / I ` e . \ \ I I I , 1 I I 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, 957.a , ' I CONCRETE,PAVEMENT - 4�': . 11111111 : I: \\ I �95\ x951.0 ,� , xrq53.9 / I \ _�/ a'. 4. \ t\ I I I I INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM �93d5 LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS \\ ,IMF�X i / j i - .' . BIST2 CI R & tt / THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. 950\7 9y\ t JE' x952 5 / I k957.7 • x �'• GU,p (-ryp` nl I REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. \I tl / l ` ' 1) ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION \ x951.5 rJ2 /' / \ ,,. `\ ' e••. / OR TO THE REQUIREMENTS OF THE NEW WORK. x952.3 // x954.3 `\ `Tss / x952.5t - " ` ` `. \ l \ \� �• 15. TOLERANCES a I a 1.00' S 5290 \ /' 49.0p _'177G::: (1� 47.�O x t.y 25 s 3 h - x§Sta \ X I 2• • 4 a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT xss, 0 y 950.4 Uup IF •j,101?3 - R - 24'SPR I \ - 5 1 __ --R_ /r \ 38.7 BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 28'SPR- 2 952 9 OW TH - - - 950.3 / O / , -52 / , b OR 010 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT 13 MADE.THAN 0.05 FOOT ABOVE, 52 i 52�--- S / I , � THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE / OW, TH �\ --- ' - - - ' / c GRADED TO WITHIN 0 30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, I_____________________ _�______ - - TP/ - x944.7 1_____________________ _ 1 / __ ____- �,- ,__---=-�.--� _ - N I 46�-�1 AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE ON, 1 \ I ____951_-_______ ____________________ _ - - -_ - - _ 95015 \1 ' // / - - - - - - - - - -950- - - - - - - - - - - - - - - ---_----- - - - - - - - k UNLESS DIRECTED OTHERWISE BY THE ENGINEER. t \ / ------------------------------ d TOPSOIL SHALL BE GRADED TO PLUS OR MINUS INCH OF -______.___________________948____________________________ __________ ' / THE SPECIFIED THICKNESS. _-- . AFTER THE SITE GRADING IS COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL 11 _ r _ e SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, IMPORT SUITABLE --- -- -a )( , TRANSPORT ALL EXCESS OR, OR II t l /l 1 /' i i \\ \ ,\ 46.15\\ i MATERIAL TO THE SITE. SAWCUT BITUMINOUS 949.5, '� '1 j / \\ `)' \\\ MEET AND MATCH I i 16. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. EXISTING PAVEMENT T-1 t I `\ I --- - CURB &GRADE / j 17. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING 1 CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER -- SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION AREAS AND ANY DISTURBED AREAS WITHIN THE WETLANDS SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE CORPS OF ENGINEERS WET MEADOW SEED MIXTURE, OR MN/DOT SEED MIXTURE 26B, OR APPROVED EQUAL. THE SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 0 30 60 6M Mill f� Scale In Feet dmoll IN J cCombs Frank Roos Associates, Inc. 14WO 2&h Avenue 1`1or111, SL& 140 Plyirroulh • Minnesota • 55447 phone: 7631476-6010• be 763/47&8532 : WWW.mlrB com Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan 1 04/04/08 JB/JJ Adjusted North Lot / Future IDI Site Plan Sheet Title GRADING PLAN Sheet Number Revision C1 Project No. EDE17481 Engineenng • Planning • Surveying EXISTING GUARD RAIL 1962.4 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER » C) s SANITARY SEWER > 0- SN -0 FORCEMAIN (SAN.) CI--- > FM > ----0 0-, ti > WATERMAIN 114 10 M 1 ¢ / EASEMENT GAS LINE uG uc ELECTRIC LIE TELEPHONE 962 5 962.5 SPOT ELEVATION X X CONTOUR 902---- -sU2------ / 935.4 / / ' ' i' /i' ,'x9 RIP RAP OVERFLOW ELEV. � XXX X q�h� /,i/- �i'x939. 35.3/ x9 / 39.5loe \ Ile 939.9 FF/i i ♦ 9405 '!�(951.t.�� \ \ saa.z ♦> `_� \`� EXISTING ED _�°' CAs T'�%', I - ♦`� `\ \\ \ ♦ `� OF:,.lNETLAND \ �..,'',' /'/x9`47A '-`` Y I __ ____ \ ♦['� ref 1 2a \ � / //// / //� _ ( L 040,9 ' Il ll I '1 't I / /,9SYL'- ------ . ♦\ \\ \ \\ 1 \ \ \ _\--\ I I I I I x947.5 1\7\r��}I \�Y - �s4a.o �1 ° I / 1 i ' / -=f ,--_ ♦��RtJCII?R� "�'i�ks \ x \�`\ 94z.s p\s1�\ j Ix953. I jam.{/' / / i �+-� -\`\\ \\ \\\ ` \L l i\\\ \\ \ \\ \\\ 6 \ x945.81./' r N x941.7 / \,(/ j II (1 11 11 I\ 1 1 1 I (\ ♦M9�[.9/ / i ! } f �~ x96�3\\ \\ \\ \_ } Rt� \\ %MFER - �! l I l / \'' \ l x9F4.a/ x942.7 /, \ / � 11 x947.6 \\ '�,' ; r � ,-_♦ \\\ \ `I` I \ \ J1'CQE$�IC�RI(\ I ---- "/ j.! \ / ,I 942.3 PROP@,SED EDGE Iq P 'ASH\ / 1 / x961s \-\\x4�o� �\ \� \I\ \\ \\ `\ \\ \ \`j \\ \ \ OF TLAND / / \ 947.8 \ 1 1 Ix956.8 \ / 1 / // I x961.A\ \ 1\ \P `\ \\ \ \`\ `\\`\ \\ \I \`\ \\ \` \` 0, 2 961p3 �ti \\\ \\ \ \ \`\ \\`\ \\ \ \` \\ \ \ ♦ \ \\ 942.3/ \ \ \ I I \ \ xII rl I � \ I Fr----\\ \\ \ xsae.3ss{} It \\\ \ )4i7 4 / 5944.3 7" ` Ix946.0 XISTIf�� �BLACK96z.� I 1 ,\ x�sos \ \\ \\ \ \\ \\ \ `\ \ \ \` .\ \\\ �� \ - �, _ \\ ,; I �1R r FILE TO lio s Qc II 2.1d BE_ REMOVED j I \ \\\ \\ \ \\\ \ \` \\\ `\ \\ \ `\ \` \\ \\x9a3.3 `\ \' / / / ' i i l / 16 II I I ---♦ �r \447i / ! 9.a F_ I\ \ \ `\ / P DSED DE-MINIMUS \ x947.9 ! 1' WETLAND IMPACT AREA. \ I I x\9so 5 \ I \ I I - I; \ 1 \ \ b , ^TIiEL / 1 I 1 \ \ 1 I I I If --- 1 � 1 '1 96 .0 1 x961.8 ♦ `O 1 1 59.6 1 -mac--- / x # I I \ 1 1 1 t \ \ \ \ \ \ \ \ I / I 1 ^L 1 1 I ,, x962.2 / I t I 1 , \ \ \ \ \ \ \ `\ \ \ I x9aa TP 959. /\FPIf�1RE 60LDINV PAD\ I I I \ \ 1 --- ♦ / h�` / / / �1�, I I I 45.0 / % I I .' a"1'F �iy65 UV/ / / / \-/ I / I F_____ <9aze /.945 / / ' / I \ q i I 11 I i----- I I i i i 1// i i i i / i i ,j ,•' j_ L----- _ i I r 1 1 1 1 1// // i 1----~/--v J-`---ea6-_ x94 1 x948.2 II 11 \ 1 1 \ C I I 1 - 61.0 I I x961/4 I I 1/ I y/ l 3 I I NB i I \ .961.2 .961.6 1 1 / l /// It! I x956.B1 I \ I I I x962.0 l l / / + I I // l // I I I l l 1 \\ : i946.4 It If I l l \� 1/ l 1 446.0 ,� / x948.8 ' zo 1 1 ( I -----♦\ I I I ,/ l i/ i l 1/ 1 ♦ - ' li i III �\\ j j I .' l r � l � l � � � 1 / i f i � .''� -�. ,' \ \ .9a7.a-- \ 1 x9�7.6 I �.' \ i'' x948. x949.3 \ 8.3 Lx960.9 _<f 6/'/+��/ /�Ig//--�`�s./X1PP D 40t�T-B612 CURB - - - - - - - - - - - - - - - - - - - - -,,:a8 ! I I x ` T -- -�--- �r1'/ -07-/, / -- - - - - - - - - - - - -- - ---i i !Si.1 r i i �1 1 51.99 I I/ I I I Il : I q K 51.90 \ \\ 51.90 - \. 0 °� II 1 / � / / / / j i / I l m I Ifs I / '--/ x949.6 f 8" ITA \ I 1 1 4il i61 51.00 .45_ 51.19 _A _a% .03 1.4X5�.19 Ir -I x9 "7 1 y' I I I I I I I I ♦I I I �I�1 \ •->`I�'tlW�-�F-�-i�-I- J_L_J__L__ 1_4% / I I \ ' x94f 8 \\ 938.3 \$9 \`\ \ \ \ ♦`1x946.0 \\ 1 \ \\I x94�5 1 x943.8 7 u / 3 1 A O I 0 j x941.8 / 1 x941.8 / PRIMARY 16 /' / / \ SETBACK, ACC ORY /9 .3 l \ SE K / King 11 \ > GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY of THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 10. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11, ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OFANY "WASHOUT' OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. 14, FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS, PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME HUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. E STREET OR PARKING AREA SUBGRADE FINISHED SURFACE b THE N ED S R ACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 16. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3A. 17. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION AREAS AND ANY DISTURBED AREAS WITHIN THE WETLANDS SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE CORPS of ENGINEERS WET MEADOW SEED MIXTURE, OR MWDOT SEED MIXTURE 26B, OR APPROVED EQUAL. THE SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 0 30 60 kEl iii= il Scale In Feet FRA tombs Frank Roos Associates, Inc. 148W 287`f Avenue AbM, Su to 140 Rflrcum • Minnesota • 55447 phone: 70476-6010 • fax' 7631476-85M websile: vvvvW mlra.corn Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Ihereb certify that this Ian specification r rt y y po repo 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. David A. Roedel Registration No. 22434 Date: It applicable, contact us for a wet signed pp g copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: ii Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2ow Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & She Plan 1 04/04/08 JB/JJ Adjusted North Lot / Future IDI Site Plan Sheet Title NORTH LOT GRADING & WETLAND IMPACT PLAN Sheet Number Revision C 2 Project No. EDE17481 P 8" 'E LEGEND _11 PROPOSED EXISTING CURB & GUTTER STORM SEWER 0— >> —__1 0- _ _ 45 SANITARY SEWER 40-- > C�-- SN --o FORCEMAIN (SAN.) 0-->FM>—Q o--> , >o WATERMAIN EASEMENT GAS LINE UG ELECTRIC UE --- -- TELEPHONE UT — UTILITY NOTES THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY, ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 4. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 6. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. 7. ALL WATERMAIN TO BE PVC C-900, WITH 7.5 FEET MINIMUM COVER. 8. ALL STORM SEWER PIPE TO BE DUAL -WALL HOPE PIPE (ADS N-12 OR EQUAL). 9. RIP RAP SHALL BE Mn/DOT CLASS 3. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. 12. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 13. SAFET' NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 0 30 60 Scale In Feet Engineering • PPanning • Surveying FRA tombs Frank Roos Associates, Inc. 1480028thAvenueAionh, Suite 140 W}mOull ] • Minnesota • 55447 Phone: 70476-601O • fax: 7631476-85m WeaS.Slle: Yth4wrr*ac0m Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan 1 04/04/08 JB/JJ Adjusted North Lot / Future IDI Site Plan Sheet Title UTILITY PLAN Sheet Number Revision Q Project No. EDE17481 031 N / / O� LLJ / til / J .Tr 1 i� LE,/ 0O I U \ Z / e / i TYP 1 EROSION ;_;;;-,-,,." CONTROLf SILT FENC EROSO TROL BLANKET OSL N S -1 OR STEEPER I =S \ / MN/DOT CA ORY 3 OR EQUA \ TYPE 2 ER - �` ,1'CONTROL --- SIL NCE - - \ 1 I \ r„ C� \ II li _ I 1 _ I I 1 - 1 1 '1 - 1 it I ,�,IeY _I,' i'/ = f __\•,\, _ •4zfi,, \ \ /,,i (_ z. I Ir 1 \ 1 I, \ 3 I 1 I �elM ROC C NSTRUCTION 4 ENTRANCE e EROSION CONTROL B A ON SLOPES 3:1 OR SM MN/DOT CATEGORY OR E TYPE 1 E Co TROL SILT I. i C4 d Zr w z LL II I.A. 3 � Ic iiil z J �- i \\ -___'' III,, } /i/')• \\,` V/ \,, �h\la-'\-'r`t` .\ `--- ' PROPOW MIX 1A / II.1,1r� rryyT a \,`,\!`•'1�` �-i /�� OF ROIB r \1rSy`\`,\ '\7 IIINONNI rF__Jlei •PACT Ar! ; a `, 1 '1 �,,,,�l�� �, aeaa i��l 11111 1 \,`,`,,,`\\\``', `,\ •-7 i 11\` I I;�'wao-- ,`,``, 1 1 Jli 1 _a I I '//,'% 1`),') 11 '1 "1\ 6 /✓ / , I F- 1- _ r 1 - ---------as-----. , II 1111� t+-+�r `%)%a///`i 1 ' •i .: ;�r �A ,'sea L-�' il'i11 I I jNS1 .NJ 0 50 100 Scale In Feet , :J17A - TYbe /7 r CD 1 I --fi'1f '-�-�"e\s•k--�--t-�ti-r-I-t-r��t-I-�tll;--- - ,I,11 I II, J_�r MIJ aMa 'ifv I rr l! / r! 1 4,_"__ f _ _, 1 i / I; 1 5 r o I / 'Ble is- I GENERAL EROSION NOTES: MAINTENANCE: NT 0 PREVENTION P S T N FULLY FUNCTIONAL CONDITION ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND THE STORM WATER N PREVENT 0 LAN HALL BE MAINTAINED I f LL t. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE CONFLICT J A C LI EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD .THE DI BI UTINELY INSPECT UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST RO SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL ANDSEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWNG: EROSIONSHALL 2. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT TOPOGRAPHIC SURVEY PREPARED BY MFRA. EXCEPTION THEY SHALL HAVE MADE, AT STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE THEIR EXPENSE A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. GENERAL PERMIT). 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION, THE CONTRACTOR PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABIUZE THE PROJECT. AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL, THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFDISCOVERY UNLESS PRECLUDED BY PRECLUDED, REMOVAL AND LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRE 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. - 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL FROM ALL OFF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. L 5CONTRACTOR THE IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE Of TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION R PERMTTTEE HAS PREVENTION AND SEDIMENT C L BMPS FOR THE DURATION RATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHE CONTROL 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES BMP'S AS REQUIRED BY THE SWPPP &PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & ASSUMED CONTROL ACCORDING TO PART II.B.S OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION NOT HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS (NOT) NOT HAS BEEN SUBMITTED TO THE MPCA. DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12. ALL WASH WATER CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENT CLEANING ETC. MUST BE LIMITED TO A DEFINED AREA OF THE L BE CONTAINED AND PROPERLY ( ) AR E SITE AND SHALL TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16 HAZARDOUS MATERIALS' OIL GASOLINE PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENT TO PREVENT SPILLS LEAKS OR 20L BLANKET OR STEEPER �RY 3 OR EQUAL 1, II , �`310N ILT FENCE I! • E, • '• �. j+ Ir ♦ i- of C'P��P "I'll" WX ��a 746�♦ ����'� tt •�` �►►1'�1j1 I i ►4b11► i�►i11:1• 'I'� 1 Iy YP )C! 1 ail•. I s � i ►d - Bob z a • z a - - _ iNU • +Islz slats o v _ nlz - - - - � � � \ TYPE 1 EROSION CONTROL; SILT FENCE '1 � O N I C' TD I I (� TI O N 1 C!l I I C N I (� C O C CONSTRUCTION SEQUENCE U C Q U E� C OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE C V L I lJ � V J fR I V WITH MPCA REGULATIONS. PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. ACTIVITIES UPSLOPE. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 18. DISTURBED PORTIONS OF THE SITE WITHIN 200 FEET OF AND FLOWING TO A SURFACE WATER, AS DEFINED IN THE GENERAL PERMIT, WHERE CONSTRUCTION ACTIVITY HAS STOPPED 4. CLEAR AND GRUB THE SITE. SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3, TIMING OF TEMPOARARY SEEDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: PHASE I I. TYPE OF SLOPE TIME (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) 1. TEMPORARILY SEED DENUDED AREAS. STEEPER THAN 3:1 7 GAYS 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.. 10:1 TO 3:1 14 DAYS 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. FLATTER THAN 10:1 21 DAYS 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCT CT ONS E ION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE 6. INSTALL INLET PROTECTION DEVICES. WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER, 7. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS SITE IS STABILIZED) F PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED ERMANEN A R ZE TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP', s J IG NFLINi o 64. NAVPJO DR. r� D u 1- l PoRTIA c' 9 P d 65. BROKEN ARROW DR. (� RED WING CT. K V 68. CHAPARRAL CT. BUTTE CT. T 71. e �O 68. NEZ PERCE CT, 69. PIMA BAY 4 SG" Ct. Lake 'I%ry Air) 71. SADDLEBROOK PASS A u tk Cal"N HILL MAJESTICSVA 9 'CT� ]2. 73. 74. LHIPPEVA TR. a o BELNONT LA. �- D DERBY ➢R. GUR E BLUE �A: CIR. AUDUBON CIR.r 1�.1 -u ^`v °a 2 Af1(ER ST 75. 76. SAOD1' CANTERBURY CIR. c CHIPPEVA, a PREAKNESS LA. > CT.a-'1 e. m TEAL CIR. i PARTRIDGE CIR. WyJi_ CUR\£ j VW ETAIL RIDGE CT. CHAN ASSEN 77 78. 79, PIMLICU LA. LARE➢11 LA. c �Q IROWDIS ST. � DR w �CLOW. CT' P? e c MOL11E CIR, PHEASANT CIR. (�Bo. '4FR!,. f�' 2000 POP. 20,3221 109. SAWA FE CIR. L P SPDUNBILL CIR, A 1aB' VIJ G •n ARLINGTON CT. ,^„ q RRY HICKORY WAY 112, NICHOLAS WAY Y. VI L ALE R➢ 17 B, Y DR DID. WATER LEAF 4 CLd .' _ BL�tIF SALE LA. I... 122. K1N8ERLY LA SPNTA 112. Cit RELLY Cl. V, a 7gIA CJ7y HoZc CE11TE ARBORETUM u ew M GLYNN PARKA ST' �' 19 a DR. CT PICHP ➢R. av > q VB tt CO IV wCOULTER P� BLVD, AfJBREV y q ttMBE Cr. HO. SUFFOLK ➢R. R'A]D Ill, ESSEX R➢. y ➢R. OQN i PG 2 123. POWERS PL. pPR liz DR ' u BRIDLE • �q �AKE�Ci. BVIDLEm P,KECREE VIEIV - 1Q5 W W $' !� RENAL C TR C7RCREEK 134 � .Y _ DR. 4 LakedS ! eLvn. \ g`� L�fT P'X vn < r LAano j„eE' .I y4'. glsAN�r:o 1A cC tDGE TR. N. ill6V WLLSc R23`J / VALLEY y GSe" IHR� J Eye rN.w 161i 15 _ W GE ¢ CT.V EIi2E 3 PL 19,1,9C Y ?� DR. 14. TI6N R2 DR. LYMAN lLVA C,_ tNG •<- Npnf'' 124. MAYFIEL➢ CT. 125, MI ION HILLS ➢R. fL, 126. FRISCU CT. FLIP 127. FISSION HILLS WAY W. In, BEACKBIRD CT. Haze I n e 7116N et+m.• 129. minimWARTL"W CT. 130. NISSICRJ HILLS WAY E. SITE LOCATION MAP NOT TO SCALE WTil p T 3t --.. 1• 5 �� j 1 1 ' iL�R p 1 ,`1. , t -Nkglynn C}r arm t / � ` / 1 � 4 .. ! v, •'. I .I' 'L, � r Govt%r8ivd, f{.` t• r. 1, r L -W h l t y Y ID ` •a. 1`. - + t . C.-, 1- ... SITE C1 r,kT 1�:F (� T rrK tit 1 Lake Our Wy ck 'I �/ - f I �le ron pr i G m DRw a Gt :3 : '\ P Vaf1$y Ridge Tr- ma's Imo+ . W >,e r. I S WL AN Y • S- ,_ 1 1 .I - J Kr I J' 1 1 i v �, IY 1 i I ,! r,.'Ill r` •>�I 5\•1 e (1� �-� _: F'.� j `'`!: rYri{r"'q y c -ic , ..5i (,. 1 i IS: .i�1 le III. ;. (�, f� !e_.�, iI• 'e Fe - USGS MAP NOT TO SCALE Engineering • Planning - Surveying V MFRA McCombs Frank Roos Associates, Inc. 14800 2&'1 Avenue North, Suite 140 Phr ?0uih • Mmnesolla • 55447 phone: 7631476-6010 • fax- 7631476-85M wetisile: wwwmfracorn Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: g JJ Approved: DR Book Pa ge: e: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal % Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan 1 04/04/08 JB/JJ Adjusted North Lot/ Future IDI Site Plan Sheet Title EROSION CONTROL PLAN / SWPPP Sheet Number Revision C4 Project No. EDE17481 Engineenng • Planning • Sum dying SEDIMENT TRAP AS MANUFACTURED BY 6' Distance to variable WMCO,LLC.SHAKOPEE, MN., Ft� 1/2", � 3'r Top Bituminous Material /2"r 6'max.s ��pocing SS L MN. OR SIMILAR o'�t s'oo slope �' Sunn into auB610e Curb & Gutter to be transltbned into 0 8618 type at cotcM1bosln. 'a 3 ¢" er it � Steel T Posts 24" in ground SPECIFICATIONSNR`DS DESIGN n ^ `\ MnDOT 6618 Note: Zip Ties �,qAAND Ql3NDARDRDSANAZD =yD AN 1 AADSj _ roc .��,. menN. e,NwSEAxu wawa Ewa e/e Catchbasin Frame & Crate Neenan R-306]-V equal fl°• o m Concrete Curb and Gutter Silt fence per MNDOT _ ews �. u1.1-P.. PATr an L crate 4 B' a" / specifications, source 2000, LOW R 0.7 R9 CfA ,9T6 - nS • um_,Y Ayn xEYM STLNOL.__ WATER fIM PALE nHfallCx 1MPr ri RTat) 0.1a] M O J• MOE 1N%NUM OARIFI RATE 5.9 c. w i5. new y a ROPO machine sliced woven A j 1"-2"WASHED ROCK monofilament, 36"wide fastened to steel T-Posts with 3(501b) tensile NM strength plastic zip ties per 9 P P P MODEL#CG23 �� Catchbasin to be depressed 2" below design gutter line grade. 1/2" r 6" piatonce o 3 r r 1 /2"r Top Bituminous Material T-Post. (Machine Sliced) 6' Min. Depth of silt fence embedment A low poi R30B]-R shall be ueetl at all low points. .JTIt / MnDOT B612 /SO•��5, EROSION CONTROL * Concrete Curb and Gutter 4f FENCE -TYPE 1 °rnccro" PUTS o able Concrete Gutter ISOMETRIC No Scale NOTE For Use Only with Private Driveways, (/�! FijCCF� nmr� I _ eanve of A¢sorecY owm0102 - TOP sox Curmaan Curb & Rebarsa EGCM1 Long Parking Lots, or Medians. Jh, GT 6"MIN.DEPTH FOR ROCK FOR FO 10"MIN.DEPTH FOR WOODCHIPS � R R O�C`yjp7i" o 0 o Note: 10• ruTER Axwrar 12"R 2 R 16" Top Bituminous Material Type 2 silt fence is the same as type I with hay bales installed as per detail 68"R r S Wa1N v Type 2 to be used to protect all wetlands. 3 Q \ a SURMOUNTABLE 18" MINIMUM CUT OFF BERM M\N\MUM 'rj 0 Steel T Posts 24" in round g ?�= 5' Min. Transition 5' Min. Transition o 1/2". _�:. i. iv Concrete Curb and Gutter TO MINIMIZE RUNOFF FROM SITE 0 N 0 N 17 1/2" 10 1/2' x Curbof 2" n 28' FILTER FABRIC a.a9°a"g s Hay or Straw Bales Two aaod rlaYp dmen ! M1 bale IN to 2.0' into tlw a_zJ ww_ w w - - - - -- ... Wa�Bake to bebelow waka. wid 6' wex-now rxmxc 4" B" 1 1 8"r / !ore o Zip Ties Degladube Mall '` NOTE: Design gutter line grade 2 - #4Each LONG NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK Clean filter media after each rain event and replace if filter is clogged with Rebars Each way Frame &Casting Bituminous Bituminous Curb TO STOP MUD MIGRATION THROUGH ROCK. sediment. iO Sarface 6" Shoe Formed EROSION CONTROL Remove debris/sediment from receptacle after each rain event. SECTION A -A N FENCE -TYPE 2 No scale CITY OF TYPICAL CURB CITY OF ROCK NS RUCTION CONSTRUCTION CITY OF SILT CITY OF SEDIMENT BASIN RAP CITY OF C8AN8ASSEN CURB CONSTRUCTION C8A88ASSEN AND GUTTER 08A88ASSE8 08A88ASSE8 FENCE CSANBASSEB AT CATCH BASIN REVISED: 2-97 DATE: PLATE NO.: 5203 L REVISED: 1-06 DATE: PLATE NO, 5301 REVISED: 1-04 DATE: PLATE NO.: 5300 REVISED: 1-06 DATE: 1 _04 I PLATE NO.: 5302A REVISED: 1-06 DATE: PLATE NO.: 3106 FILE NAME: 393_5203 FlLE NAME393_5301 FILE NAME: 393_5300 FILE NAME:393-5302A FILE NAME: 3933106 NOTES: 24'x36" slab opening for Neenah DROP LID Minimum cover required WATER Tyler No. 6860 >" over top of water main. over Mueller No. H-10361 No. 8-5160 1- Iu w w x F o o g J 1. Shape of back of buttress BUTTRESS DIMENSIONS may vary as long as poured 22 1 2° BEND 45' BEND 90° BEND TEE against fro undisturbed PIPE / / SIZE NOTE: R3067-V or equal Bibby -Ste -Croix Sigma No. VB260OW PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE O w of J m o ? w 2 earth. 6j 2. Dimension C1,C2,C3 should 6" 1'-5" 1'-5" D1 82 D2 B3 1'-5" 1'-5" 2'-l" D3 1'-6" 1- V Grate Shown 2- R Grote Shown shall be i0 IF THE DISTANCE FROM In N N ¢ o o Lu w Q be lar a enou h to make 9 9 8" l'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" used at all low points. Note: 1- L Grate shown 2- R Grates shall be used at all low Grade THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. 0 0 a° w w - Jw a a F z w o 0 I- o o 10 o angle 0 equal to or larger than 45°. 12" 1'-10" 2'- 0" S-4" 2'-0" 4'-9" 3. Dimension A1,A2,A3 should be as large as possible 16" 3'-0" z'-0" 3'-10" 3'-0" 6'-2" without interfering with 20" S-6" 2'-8" 5'-6' 3'-4" 8'-4" 2'-6" 3'-6" 4'-0" Face of Curb N points. 0 tt z n - 0- > a a 'O H w o a MJ bolts. 24" 4'-4" 3'-0" 6'-10" 3'-10 9'-8" 5'-0" TOP Adjust to to 3 4" below 1 P / o U ox m o ¢ m z �. x 4. G = 45" Minimum. _ _ 30" 9'-3" 6'-0" 17'-0 6'-0" Direction of Flow Neenah R3067-V casting and grate or equal. Tyler No. 6860 26" Mueller No. H-10361 26" grade. Box to be set to provide 12" of adjustment. 0 T 0 4 k' o = i a m o 'NIW ,L uN) ¢ '� 3- w z N oo a a o m S. Place polyethylene between concrete & pipe. Bibby -Ste -Croix No. V8502 27" 3 LO > J o J w 6. All bends &fittings shall in Sigma No. V8630G > 3 zac o N N ¢ e w a a r be restrained with Megalugs PLAN PLAN Minimum of 2 maximum of 5-2" Sigma No.VB630 0 0 0 0 o a N /_/ z o m thrust restraints or equal a -See note 4 6" Conc. collar concrete adjustment rings with full Tyler No. 6860 c a a >c " w a beds of mortar. Mueller No. H-10357 0 o w a o a -See note a Cotchbasin casting --HOPE Precast concrete or adjusting rings. EXTENSION Tyler No. 58 14" Bibby -Ste -Croix B-5001 Gate valve box, screw type, � J¢ w a �w a o 3 wi Q B and grate Neenah R3067-V or equal Grate to be 2" below A No, 59 18" 3 piece, 5 1�4" shaft, size c m z N a Wig ya a°� A `� A 3" radius curb box. •gutter grade. 6" precast reinforced concrete slab. No. 60 24" G box, 7'-6 extended, U w No m � g iv ") N o R � 5' transition each Top of barrel section under top slob have flat top Mueller No. 58 14" No. 59 20" #6 round base o n E H W Z m 0 � iz � �� �" • side of catchbasin. to edge sealed with ii z f 0 B Precast concrete or E 2 beads of Ramnek or equal. Bibb Ste -Croix y- GATE VALVE ADAPTER: 1 4" / o m w < N ¢ o 'XVW ¢ x 1- m a A 'q a A HDPE adjusting rings. To of Curb P 0 E All joints in manhole to have "0" V6520 No. 57 9" VB521 No. 58 14" STEEL WITH PROTECTIVE c o o w x ,S'L W `� a Varies 'c Varies ring rubber gaskets. VB522 No. 59 20" COATING, 1/2" RUBBER d o ro rc o ,d J m w 0 ¢ Minimum of 2-2", 6 1 2" / in 4'-0 Typ. Precast concrete section NOTES: VB523 No. 60 26" Sigma No. VB630 GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. = m0 a 1 m i R �>rc w 00> o_im zz A maximum of 5-2' concrete adjusment 24" x 36" Varies a. 1. Doghouses shall grouted on BOTTOM - m ¢ z / a� Jai za PLAN 90° BENDS PLAN 45° BENDS rings allowed with 1 4" 9 / Precast 5" 3' minimum 5" i both the outside and inside. Tyler No. 6860 65" � o rc� o. Zoo .� x i�i �Jmla NW0 to 1/2" bed of mortar between each and a 2. No block structures are allowed. Mueller No. H-10361 65" or American o o �Jo� J J ioWizma 6" thick 3" Grout R1981J Bibby -Ste -Croix No. VB516 60' Sigma No. VB6302 60" Flow Control J��Mueller Resiliont Wedge Valve r m ioo� m z wo uw o O cJoow < la` a J m m Variable 3' Min 4 - See note 4 concrete collar on the outside. Manhole steps, Neenah or Conforming to AWWA z a 0 �6" v QO equal, 16" o.c., Aluminum steps approved. Valve and Box to be plastic wrapped per section 2.03a C-515-80 standards with all stainless steel oats & bolts. w c o zluo o f-"o ern- x- iy o mo 3 < 0 w O' . p44 w <¢ m p z 1,°) u)w oo_o-z W< aw W r J a > H�aao o�� mm� P'r)maz z a R"u' '^ CONCRETE SHALL BE , A Doghouses shall be 9 grouted on both the SECTION 6" a O Minimum slab thickness, 6" for 14' BASE = w w y J nooa wwa_UU ��- pH COWUZD a F o wNoi J in rc z z z os'aaa�� IN CONTACT WITH THIS QUADRANT iC C A �,. inside and outside. .a depth. Increase thickness 1" for each depth greater than 14', w�¢m m2 w OOF O UmON o�z ernao ��o� as �zUrc Q-+ Ina saQxaa OF PIPE m NOTES: and reinforce with 6"x6" 10/10 mesh. i o opo 1->� �w� '- F�Tvn3avi ,d 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. s�<� QiYaQ~U <Ono z BEDDING MATERtAI 2. Casting to be totally encased in concrete curb section. Grout bottom of manhole to 1/2 WOO O_U ml-> <J UNDISTURBED EARTH 3. No block structures are allowed. SECTION diameter at pipe and slope 8"X18"XS" concrete block xz7� o ¢ a w pU� QD_' >w-D Sw n¢W Of = w CONCRETE 4. No wood shims are permitted p in the adjusting rings. 1 9 9 grout 2" toward invert. a a a w �nam mo -N x W O- SECTION A -A PLAN 22 1/2° BENDS CITY OF CATCH BASIN CITY OF GATE VALVE AND BOX CITY OF TYPICAL HYDRANT CITY OF CONCRETE THRUST CITY OF CATCH BASIN CSA88ASSE8 MANHOLE C8A88A00E8 C8A88ASSE8 CSA88ASSE8 02A88ASSE8 2'13'RECTANGULAR INSTALLATION INSTALLATION BLOCKING REVISED: 1-06 DATE: PLATE NO.: 3102 REVISED: 1-06 I DATE: PLATE NO, 1006 REVISED: 1-06 1 DATE: PLATE NO.: 1004 REVISED:2-97 DATE: 1 PLATE NO.: 1002 REVISED: 1-06 DATE: PLATE NO.: 3101 FILE NAME: 393_3102 FILE NAME:393_1006 FILE NAME: 393_1004 FILE NAME: 393_1002 FILE NAME: 393_3101 3/4" per foot is" 5' MIN. 2.07 GRADE 6" x 6" #6 Welded 7 1/2" Concrete pavement Wire Mesh 3" 4" Class 5 base incidental to apron SECTION A -A No Scale 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL/COMMERCIAL A Right-of-Woy B618 Curb & Gutter B618 Curb &Gutter o Q\oc Bituminous Qy ee in m Contraction Joints q Max. Spacing in Expansion Joint (typ) Valley Gutter 0 8' PLAN No Scale NOTE: 1. Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slob. 3. Bituminous Paving Section to the Right -of -Way is the Some as Street Paving Section. CITY OF CONCRETE C8AN8ASSE8 DRIVEWAY APRON REVISED: 1-06 DATE: PLATE NO, 5207 FILE NAME: 3935207 RIPRAP REQUIREMENTS I - PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL.3 PLAN 27" TO 33" 14 to 20 CY CL.3 36" TO 48" 23 to 38 CY CL.3 54" AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 lbs.) DC L, I IUIN M-1A RIPRAP NOTE GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL Iter (MNDOT 3601.28) Filter Type III RIPRAP N Granular Filter (MNDOT 3601.28) SECTION B-B Geotextile Filter Type III CITY OF RIPRAP CSA88ASSE8 DETAIL REVISED, e-9ai DATE: PLATE NO.: 3107 See City Plate No. 3107 for riprop placement. Anchor Clip Tie last 3 pipe joints. - Use 2 tie bolt fasteners per joint. Install at 60° from top or bottom of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. Hot dip galvanize after fabrication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12"-18" 3/4"0 4" 5/8" 21"-42" 1 0 6" 3/4" 48"-72" 1 1/4"0 12" 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF FLARED END SECTION AND CSA88ASSE8 RASH GUARD REVISED: 2-9a7a Y,nP DATE: PLATE NO.: 3108 FLARE TO MATCH A f. A--J PLAN VIEW OF DIGONAL RAMP dox-sox a snsE �pA4EhR 1 /5" j7/6"-1 ]/16" -1 ]/16" DOME SECTION . s T IepaYm> 00 000000 , V,-° nF ...0 0 0 00 0 ,eAerymJ enter DOME SPACING CURB & GUTTER 5 4" 4' 0" o 0 2 .08 FT./FT. OR MTIII J a w 1 SECTION A -A CO J 0.09 SLOPE RIOT, U E G CCRI DO NOT MAY D NOT PERMIT, MA 5' 4' USE D O FT/FON5 FTs- USE O10 FT/FT- 0.08 rT /Fr.sLME ) 7' 6' 6' 3" 4' 0"min. 6 3 8' 7' 9 B ELEVATION OF RAMP 10. 9' 1 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 03 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. (D ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0- WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY PATH THE ADJACENT WALKING SURFACE. THE ENTRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A -WHITE- OR LIGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN CSANBASSEB CURB RAMP REVISED: 1-05 DATE: PLATE NO.: 5215 McCombs Frank Roos Associates, Inc. 14800 2W7 AvCnue NOM, Suite 140 P6r7cjud t • Mlnnll • 55447 phone:7631476-6171O - tax 7BN47643532 vil le: www.mfia.con Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan 1 04/04/08 JB/JJ Adjusted North Lot/ Future IDI Site Plan Sheet Title CIVIL DETAILS Sheet Number Revision WJ Project No. EDE17481 Engineenng • Planning • Surveying Q O W EXISTING LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE I ROOT I OTY. REMARKS DECIDUOUS TREES Acer X freemanii 'Jeffersred' AUTUMN BLAZE MAPLE 2.5" BB 4 • Celtis occidentalis HACKBERRY 2.5" BE 4 Quercus alba SWAMP WHITE OAK 2.5" BE 5 CONIFEROUS TREES 0 Picea glauca densata BLACK HILLS SPRUCE 6' HT. 6 ORNAMENTAL TREES �(,�r�-,,,, Amelancher x grandiflora 'Autumn Brilliance AUTUMN BRILLIANCE SERVICEBERRY 1.5" BB 7 ^� > • ,� �•r�' Molds 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BE 4 SHRUBS AM Aronio melanocarpo 'Autumn Magic AUTUMN MAGIC CHOKEBERRY #5 CONT. 1 21 SOD ® WETLAND BUFFER SEED MIX—Mn/DOT BWSR SEED MIX U8 GENERAL TURF SEED MIX— Mn/DOT 250 (ALL DISTURBED AREAS NOT RECEIVING WET SEED MIX) LANDSCAPE NOTES 1. ALL PLANTED AREAS TO BE IRRIGATED. 2. SEED, SOD OR PLANT ALL DISTURBED AREAS. 3. WET SEED MIX AREA: SEED WITH BWSR U8 SEED MIX AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT AND EWER 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED, RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 4. GENERAL TURF SEED MIX AREA: SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, WET SEEDED, SODDED, OR MULCHED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, %" MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE HIGHLAND SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. SHREDDED HARDWOOD MULCH: COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. PROVIDE IN SHRUB BED LOCATIONS AS INDICATED ON DRAWINGS. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 8, ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL —MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 9. PLANT COUNTS FOR THIS SHEET ONLY. 0 30 60 s mI MM11 Scale In Feet combs Frank Roos Associates, Inc. 14600281h Avenue NoM, Suile 140 RflM Ah • Mir nesaQa • 55447 phone: 7631476-6010• xx 763/476-8532 website: www mha.carn Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary Designed: HK Drawn: HK Approved: KT Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & She Plan 1 04/04/08 JB/JJ Adjusted North Lot/ Future IDI Site Plan Sheet Title LANDSCAPE PLAN Sheet Number Revision Ll Project No. EDE17481 Engineenng • Planning • Surveying VD 9 9 ROCK MULCH is 5 ROCK MULCH VD 9 ROCK MULCH kEEP PLANTINGS 2' FROM BACK OF CUR ADJACENT TO PARKI -THIS AREA TO BE FILLED WITH MULCH JS 4 �i RF 12 RF SH PROVIDE SHREDDED HARDWOOD 0 24 MULCH IN PLANTED AREAS, TYP. SEPERATE FROM ROCK MULCH WITH LANDSCAPE EDGEING. 4 RG 11 VD KEpP'�jr111TIN GS 2' 9 FIRCK OF CURB ADJ JVNT TO PARKING -THIS AREA TO BE FILLED WITH MULCH / ROCK MULCH C� JS 5 ROCK MULCH FOUNDATION PLANTING DETAIL 0 10 20 Scale In Feet PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 10. MULCH: SEE SHEET L1 FOR DESCRIPTION. 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 13. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. ti LANDSCAPE NOTESti 1. ALL PLANTED AREAS TO BE IRRIGATED. 2. SEED, SOD OR PLANT ALL DISTURBED AREAS 17. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 19. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21, SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT THE CONTRACTORS RISK. DECIDUOUS POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-NOV. 1 DECIDUOUS B&B: APRIL 1-JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-OCT. 1 EVERGREEN B&B: APRIL 1-MAY 15; AUG. 21-SEPT. 15 TURF/LAWN SEEDING: APRIL 1-JUNE 1; JULY 20-SEPT. 20 NATIVE MIX SEEDING: APRIL 15-JULY 20; SEPT. 20-OCT. 20 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 26. IRRIGATION SYSTEM TO BE DESIGN BUILD 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 3. WET SEED MIX AREA: SEED WITH BWSR U8 SEED MIX AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT AND BWSR 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 4. GENERAL TURF SEED MIX AREA: SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, WET SEEDED, SODDED, OR MULCHED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, %" MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE HIGHLAND SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. SHREDDED HARDWOOD MULCH: COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. PROVIDE IN SHRUB BED LOCATIONS AS INDICATED ON DRAWINGS. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. B. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 9. PLANT COUNTS FOR THIS SHEET ONLY. LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME I SIZE I ROOT OTY. REMARKS SHRUBS JS Juniperus Sabina 'Arcadia' ARCADIA JUNIPER #5 CONT. - VD Viburnum dentatum 'Christom' BLUE MUFFIN VIBURNUM #5 CONT. - PERENNIALS RF Rudbeckia 'Goldsturm' BLACK EYED SUSAN #1 CONT. - PLANT 18" O.C. SH Sporobolus heterolepsis PRAIRIE DROPSEED #1 CONT. I - I PLANT 12" O.C. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SEE SPECS REGARDING PRUNING OF ALL OAKS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE • A ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND - NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. s 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE 3 SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 L HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 •ORIENTATION OF GUY LINES AND STAKES 12 STAKING DIAGRAM TREE WRAP FROM BELOW MULCH LINE TO FIRST BRANCH OPTION PERFORATED SLIT PVC COLLAR i 4"-6" SHREDDED BARK MULCH "'EXISTING GRADE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL UNDISTURBED OR STABIUZED SUBSOILS 2 DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DD NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL z SOIL. 6. WATER TO SETTLE PLANTS AND FILL ' VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE, 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. I I NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 •ORIENTATION OF GUY LINES AND STAKES 12 ' STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-6" SHREDDED BARK MULCH "EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOILS 3 CONIFEROUS TREE PLANTING DETAIL NOT TO SGIE INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB IS B & B. THEN i 12" REMOVE BURLAP & ROPE iO FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL SHRUB & CONTAINER PLANTING DETAIL NOT TO SCALE RA is Frank Roos sociates, Inc. 14WO2877AvmjeAlonh, Suite 140 RflnoWh " Minnesota " 55447 phone: 7q/476-6010 • kvc 76314764EM websw www.mhacorn Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary Designed: HK Drawn: HK Approved:KT Book/ Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan 1 04/04/08 JB/JJ Adjusted North Lot / Future IDI Site Plan Sheet Title LANDSCAPE DETAILS Sheet Number Revision L2 Project No. EDE17481 Q 0 Of Z 0 m a 100 I +----- -----1 \ s`l I 9lSH „� i � /• --- / a. F'PSH ! � LEGEND _ °j AS i t 1 ��. r TREES REMOVED c ks 1 1 1 �./ TREES PRESERVED 1 I I L-------\ I i ❑❑❑❑❑❑ TREE PROTECTION FENCE ' r— ---- i REMOVAL CANOPY COVERAGE AREA 0 PROTECT EXISTING TREE CANOPY � TREE PRESERVATION NOTES 1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE PROTECTION MEASURES. 2. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL SIGNIFICANT TREES TO BE SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NET BE MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT. HEAVY DUTY SILT FENCE SHALL BE USED FOR TREE PROTECTION FENCE. 3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. 4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS. 5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE LOCATED OUTSIDE OF ANY TREE PROTECTION AREA. 6. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1. 7. IF WOUNDING OF OAK TREES OCCUR, A NON —TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY. (EXCAVATORS MUST HAVE A NON —TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES.) B. HEAVY—DUTY SILT FENCE SHALL BE STAKED AT THE DRIPLINE OF EXISTING TREES TO BE SAVED. 9. NO BURNING PERMITS WILL BE ISSUED FOR TREES TO BE REMOVED. TREES & SHRUBS MUST EITHER BE REMOVED FROM SITE OR CHIPPED. 10, ANY TREES DAMAGED OR REMOVED NOT LISTED ON THIS TREE PRESERVATION PLAN MUST BE REPLACED AT A RATE OF 2:1 DIAMETER INCHES. � TREE PROTECTION FENCE ELEVATION o o � o o c a e o o � TREE DRIPLINE. SNOW FENCE OUTSIDE OF DRIPLINE SEE SPECS. EXISTING TREES TO BE PRESERVED. TREE DRIPLINE. (V U > p a > e u 6f� a ppe u� SNOW FENCE. SEE SPECS. ERECT PROTECTIVE SNOW FENCE PRIOR TO ANY CONSTRUCTION ACTIVITY. DO NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN PROTECTIVE AREA. REMOVE THE PROTECTIVE SNOW FENCE ONLY AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. � TREE REFORESTATION CALCULATION 2,402 OF EXISTING TREE CANOPY REMOVED REPLACEMANT CALCULATION (2,402 X 1.2) = 2,882 SF 2,882 / 1089 = 3 TREES ® 2.5" size (REPLACEMENT TREES ARE REQUIRED) KOTE: REPLACEMENT TREES MAY COUNT TOWARD REQUIRED LANDSCAPE TREES EXCEPT FOR REQUIRED STREET TREES 0 40 80 6— "1 IMI1 Scale In Feet Engineering • Planning • Surveying FRA tombs Frank Roos Associates, Inc. u a..Pe 11- Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary Designed: HK Drawn: HK Approved: KT Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control& Site Plan 1 04/04/08 JB/JJ Adjusted North Lot / Future IDI Site Plan Sheet Title TREE PRESERVATION PLAN Sheet Number Revision L3 Project No. EDE17481 0 rn N 00 L1J E T E EXISTING f BUILDING I -I- 11 I II II\1 LEGEND • FOUND MONUMENT I —:- WATERMAIN SET MONUMENT s— > — s SANITARY SEWER O ELECTRIC METER o—»= STORM SEWER LIGHT >>— FLARED END SECTION Ac AIR CONDITIONER E— UE —T ELECTRIC TRANSFORMER GUY ANCHOR c— UT % TELEPHONE PEDESTAL b HANDICAP STALL G— uG —� GAS METER UTILITY POLE —ow— OVERHEAD WIRE ■ GUARD POST —o— CHAIN LINK FENCE • BOLLARD —t— IRON FENCE — SIGN —x— WIRE FENCE —o— WOOD FENCE DESCRIPTION — — — — — EASEMENT LINE — — - — - — SETBACK LINE o RIGHT OF ACCESS CONCRETE CURB BUILDING LINE - BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE DECIDUOUS TREE CONIFEROUS TREE Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest comer of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266, thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the pint of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. PROPERTY SUMMARY 1. Subject properties address is 8301 Audubon Road, its property identification number is 25.0140900. 2. The gross area of the subject property is 7.00 Acres or 304,740 Square Feet. 3. The buildings) and exterior dimensions of the outside wall at ground level are shown on the survey. It may not be the foundation wall. 4. There appears to be a gas line along the northerly portion of the property. No easement was furnished for this gas line. 5. No easement was furnished for the overhead electric lines along the northerly portion of the property. SURVEY NOTES 1. This survey was prepared without the benefit of a Title Commitment or abstract and the surveyor has made no independent search for easements of record, encumbrances, restrictive covenants, ownership title evidence or any other facts that an accurate title search may disclose. Therefore, this survey may be revised by showing that which would be cited in a title commitment and then illustrated on the survey. 2. This survey was performed under the cover of a significant amount of snow. The surveyor makes no guarantee that all visible improvements are shown. 3. The bearing system is based on the Carver County coordinate system, NAD83 (1986 Adjust). With an assumed bearing of S00°05'54"E for the west line of the north half of the southwest 1/4, Section 14, Township 116, Range 23. The originating monuments utilized to establish the horizontal position of this survey was the west quarter corner and the southwest comer of said section. 4. Field work was completed on February 3rd, 2008. 5. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. Utility information shown hereon, if any, is a compilation of this map information and those visible utilities that were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon, if any, are in the exact location as indicated, although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Pursuant to MS 216.13 contact Gopher State One Call at (651-454-0002) prior to any excavation BENCHMARKS 1.The vertical datum is based on NGVD29. BENCHMARK #1 NINDOT Disk at the southeast comer of the railroad bridge abutment. Elev.=961.40 BENCHMARK #2 Top of top nut of hydrant on the west side of Audubon Road, ±200 feet northwest of the southwest property comer. Elev.=956.08 VICINITY MAP 94LLTW1 C OR. GT I R pf4M L, I NO SCALE' L11C LT, Le � 4 "KE DOM y p . 13 saaw 1tRN ILA Engineenng • Planning • Sumying VIFRA McCombs Frank Roos Associates, Inc. 148002ft Avertue Ab&Z Suite 140 Pymou7t • Mmnesola • 55447 phone: 763/476-6010• I1134 76W476-85M vvebisde: wvviv milracom Client Eden Trace Corporation Chanhassen, Minnesota Project Audubon Corporate Center 1st Addition Location 8301 Audubon Road Chanhassen, Minnesota Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. D. Henry D. Nelsoo ' Registration No: 255 Date: 02/03/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: Drawn: MFH Approved: HDN Book / Page: 677/60 Phase: Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title Boundary/ Topographic Survey Sheet Number Revision 1/1 Project No. EDE17481 I / wv� o t3il I I MW W Uw O N z z I I 'o I �I I 50 O rn N 00 II e" Ll_ a 1.1 L1J I C I i 1 Ln •-, co L1J , _- � in • = O / I , - - /v+ I L1J --• , , /-\ I I -T / 1- / • `1` N i W W / O W W z O J to 50 / Y <r/ 1. \ 'e WETLAND%I jr- 0\J.`\!IT ,' JE -'ice_'_�\�}.1'4\ \.,--------\ I it \ 4\ s +.\\\\15,555 , ./ / / / \\ai ltt \ ---- Ii;R47'4, , c 1'I 1 ao I 1 I{1• I 1 1 �.1 T rm,., �s i(, 7{�,6'.{rllla t l tr\ I I�-,„„� TL\� +�'r\�=�.�r-T-- i� h--- e�, I�+rxtt tl..�- /'°'�.° , t\\\\\\\�\\\\ III_ \ \ %{,/�' ; III\\ \\\I I I ,.It 1�)\rya0 L--- 3 � �.J �� ; �` ee,.: .e,.e � I I •� .161 iii ..).) on,� III 7°�°/, 11 /; /f ;/ — '--r---------------�\ .vw, a°°sl �ueae /' l I /iJ+/t f/ - e / - - y' J n,ss ) \\ \ Tg1t—] / Il ' IATIi \ r l l e / — — — \ 1 \ v / V tv 11 'e"a ,M>�9,es`d914 "E 415. - \ - - - - / /' n.l.e / / c' I ' j 11 _ -- +/j'I / _tom/, i-DR NA dI: UTILITY-c�=_------- -\ / In / /1t i Ai' / <'^I el ~ \ JJ�1/y4rj*f'i, ,T1r"�"r-T:r rrrr rrl�I—I—I�Ij- '\'L II_OBY-------L�`1—I- _ 1 I _ �I-1+r7L1�_L—__�—_—_—^�='A____-----_—\—+—� I' wll / I 'S IN l � J--litt1 `k WETLAND \ \\ ,, , / /I /\ / ____•1 I I I � '�� I 1 \ II I e Baas .,a,� -- � \ ��•�L ro �e 2 \ • r I` --_- , , , `J _ „e,15'631 S.F. RLs -__- i i 00 �17006/ \Ili m I II OW t._\ ♦ ^ \ ` N S� \h $ �.{ rn.e ` I• \I itsn--- e,. I IEgNC /I RINMINOUS aue \\\\ 1 - 9 \ \ �\ \ \PROP. Of, \ I 1 j I w 1 cs / — — ` ,/ EOSiINc \\ ``\ I 81>L,rINOOS ♦ k' — \nP� j---'''/ ss ' .Jno� \ / . \\\ \\� \ ■\ I\ I I I--' li \ *0 tan w W T esa \\ I I' II r NX a , J I ' I I 1 \ ' I \ 1 I I J? OW`h°`\\-//.vs,a I \ o 11 �'%i 1 II I Q :61e I / EXISTINGy , \ I \ 1 / 1 IIII e ~ r`' P.Y NOOSE 1& 3 - / I \ \ I / 1 {N�..II O 1 1 / igNN O \ \ l? 1 IIII I It I I W W —N_ FENCE 14MP I/ \\ 1 I \II\ 1 111\ z z , I 1 us,.A / \ / / O.I FT Ngt1H I 1 N �- zv IieavR_ \.•. // / m,w ,•s,e I �_ I / u .uE:w 1'0 of 4N, \ --------------- ---------- ---------- ---------- --- 1 — — — ,----- 1 r - / / - / r \ n r/\ - `'�`In\K�- / F<I; `-/1I\IF-`/ II 19 \/I /`11 /I / \ �/ y/ L_ I V L_ / \ I \ L_ L_ 1/1/ — —` En$nNc \ 6UILOINO ou FD RLS \ -' 17006 Ll L/\ I I i �/ 1V ' \ J / 1 � s, r LEGEND • FOUND MONUMENT WATERMAIN - — — — - EASEMENT LINE O SET MONUMENT so-- > --0 SANITARY SEWER - — — - SETBACK LINE O ELECTRIC METER o-->> STORM SEWER — o RIGHT OF ACCESS LIGHT ->> FLARED END SECTION CONCRETE CURB Ac AIR CONDITIONER uc — M ELECTRIC TRANSFORMER BUILDING LINE GUY ANCHOR co-- UT � TELEPHONE PEDESTAL --------- BUILDING CANOPY tlf HANDICAP STALL GM uc GAS METER BITUMINOUS SURFACE 'Q UTILITY POLE ow— OVERHEAD WIRE 0 CONCRETE SURFACE ■ GUARD POST —0— CHAIN LINK FENCE LANDSCAPE SURFACE • BOLLARD IRON FENCE SIGN x— WIRE FENCE 1 o DECIDUOUS TREE WOOD FENCE CONIFEROUS TREE �— DESCRIPTION Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North hz!f of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet, thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet, thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. PROPERTY SUMMARY TOTAL SITE AREA: 304,740 S.F. (GROSS) LESS RIGHT-OF-WAY: 31,555 S.F. 273,185 S.F. (NET) LOT SUMMARY NUMBER OF LOTS: 2 AVERAGE LOT SIZE: 136,593 S.F. MINIMUM LOT SIZE: 115,555 S.F. MAXIMUM LOT SIZE: 157,631 S.F. DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER. ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. VICINITY MAP /cHa era. n3 NO SCALE oR 111� Cr. qlT W 1� I< n J'--la p eOVE :T�7r i32a 'Itv R I t Sus ♦ W t as.r tE. c, I' wUi IS 0 50 100 Scale In Feet Engineering • Planning Surveying FRA tombs Frank Roos Associates, Inc. 148002MAvenueNort, Suite 140 Rymer-M • Minnesota • 55447 phone: 7631476-6010 • fax- 76X476 8532 websita. vvvvw.m#a.can Client Eden Trace Corporation Chanhassen, Minnesota Project Audubon Corporate Center 1st Addition Location 8301 Audubon Road Chanhassen, Minnesota Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David Roedel Registration No. 22434 Date: 02/15/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: Drawn: MFH Approved:HDN Book/ Page:677/60 Phase: Initial Issue:02/15/2008 Revision History No. Date By Submittal / Revision A 04/04/08 MFH Adjust lot line and easements Sheet Title PRELIMINARY PLAT Sheet Number Revision 1/1 A Project No. EDE17481 W a f O N 1 o: W z� 0 O 0 3 $�N z, z 50 0 rn N m .y, 50 AUDUBON CORPORATE CENTER 1 ST ADDITION \ 1 I I n �� /- r— A I n 1/ r— rL\l L 1 1/ n 1 r— I n I / r] —I— 1 1 n r\ r\ —r I I n I Fy1 /_\ E \I Fy \ \\ 1 I I I I I\I I V L_ / 1 I \ L— 1/ \/ �/ I I Y — 1/ 1/ 1 / \ I \ 1 \ / I I I / 1 L/ L/ 1 MENT I KNOW ALL MEN BY THESE PRESENTS: That David A. Stockdale and Jane K. Anderson, husband and wife, fee owners of the following described property, and Equitable Holding Company, LLC, a Minnesota limited liability company situated in the County of Carver, State of Minnesota, to wit: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the point of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. Have caused the some to be surveyed and platted as AUDUBON CORPORATE CENTER 1ST ADDITION and do hereby donate and dedicate to the public for public use forever the thoroughfares and easements as shown on the plat for drainage and utility purposes only. In witness whereof said David A. Stockdale and Jane K. Anderson have hereunto set their hands this - - - - - - - - - - - day of - - - - - - - - - - - — , 20---- SIGNED: David A. Stockdale and Jane K. Anderson David A. Stockdale STATE OF MINNESOTA COUNTY OF Jane K. Anderson The foregoing instrument was acknowledged before me this _________ day of 20__-- , by David A. Stockdale and Jane K. Anderson, husband and wife. Notary Public, ______________ County, Minnesota My Commission expires__ _-------_-- , 20__— SURVEYOR CERTIFICATION I hereby certify that I have surveyed and platted or directly supervised the surveying and platting of the the land described on this plat: this plat is a correct representation of the boundary survey, all mathematic data and labels are correctly designated; all monuments on the plat have been or will be correctly set within one year, all water boundaries and wet lands as of this date are shown and labeled; and all public ways are shown and labeled. Henry D. Nelson, Land Surveyor Minnesota License No. 17255 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this __ day of 20__-_ , by Henry D. Nelson, Land Surveyor. Notary Public, ____-____ County, Minnesota My Commission expires ____________—_________ , 20___- CITY COUNCIL Chanhassen, Minnesota This plat of AUDUBON CORPORATE CENTER 1ST ADDITION was approved and accepted by the city council of the City of Chanhassen, Minnesota, at a regular meeting thereof held this day of _------------------ 20____, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF CHANHASSEN, MINNESOTA By------------------------- Mayor By ------------ -------------- Clerk COUNTY SURVEYOR Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of ------------------ 20----. By-------------- John E. Freemyer Carver County Surveyor COUNTY AUDITOR/TREASURER Carver County, Minnesota I hereby certify that taxes payable in plat. Dated this _------- day of _ Laurie Engelen, County Auditor/Treasurer T and prior years have been paid for land described on this - - - - - - - - - - - ,20--- COUNTY RECORDER Carver County, Minnesota I hereby certify that this plat of AUDUBON CORPORATE CENTER 1ST ADDITION was filed this —__ day of at -- o'clock ---M. as Document No. _______-----. Carl W. Hanson Jr., County Recorder VA Drainage and Utility Easements are shown thus: 5- d - � 10 10-I -i - -I L -�- NO SCALE Being 10 feet in width and adjoining right—of—way lines, unless otherwise indicated, and being 5 feet in width and adjoining lot lines, unless otherwise indicated as shown on the plat. McCOMBS FRANK ROOS ASSOCIATES, INC. PLANNERS, ENGINEERS AND LAND SURVEYORS Engineenng • Planning • Surveying Preliminary Site Development Plans for DI Distributors Chanhassen, Minnesota Presented by: Eden Trace Corporation 67 CHAPARRAL \�R �� 613 NE2 PERCE CT. //�/ PpClE ], eRs a SYF-0.a 3;.a 69. PIMA BAY GGU S t` b �2 ➢R. j`t I L Q. k e r( 7� SADDLEBR➢OK PASS u C H ZR. 1 72. CHIPPEVA TR. a z f MAJESTIC WAY /( 73. BELMONI LA. "' u i A ✓✓ HILL n J' q �Y �/ 74, DERBY DR. SAnD.6 CS>R JAY CIR. o�''i, r, I-' 1\ 75 CANTERBURY CIR, c - = CMIPPEW L _ s (�-`�� 76, PREAKNESS LA. > r�' CT. 6 UBON CIR. - d j °° CP -A N L CIR. \ 'PINKER R Ii ^� 77. LAREDO LA - TROIGE CIR. .,pINU_ URGE j 'CHANHASSEN 70. LARE➢O LA. CU0. Q DR TETAIL RIDGE Cl. \ CLULER C,. 'C 79, IROQUOIS ST. INE CIR. 9f 80. SANTA FE CIR. j l22. JERP dL Q ASANT MR. RPi,.,^ �,:, 2000 POP. 20.321 109. SPOONBILL CIR. a O 5 NGTON CT. $+N 1 112. NICHOLAS WAY W. VI L AGE R wq BfRRY HICKORY WAY 121. KIMBERLY LA, 17 SANTA 112. D7 mi3 .p ' POPPY DR. 150, WATER LEAF City Q a BLUE SAGE LA. __ 122. K_EFLY CT 1j" h . `V,, 7 C iQC (-t1 -150. V & St CENTER DR, ARBORETUM Ai_v . y > 14 . PARK c°i > o s $ pp. 19 MCGLYNN CT. PICHA D. J q DR. w m B`VD. G�' h COI,ti TER _W UULTER p� Y HLVD. �' Y 3XN BY ANUR o r<6 E Ew a d 5 Puj � v CT. IID. SUFEOLK DR. y rye IMBERV�D �d 111. ESSEX RD. 8 ➢R. 123. POWERS PL. pP K h4ci LUC t OAKwU Cr pfE-7 P.. a Q "VD DR. RI OD J 9R S W. �nll CREC� LAKE BR[➢LE n w F CREE VIEV C. % W ,�If t1� CT. CREEK TR, BRIDCEm RENAIS SANCE CT. CIR 133, 134, LT 4R,4r� 41 �a^f.V' v. d A'USA{N, CCS ` °'b N C i 19 �\Qy wq Y LA�� 1i A VECT. q ,A�-p6P- j 109. BLVD. p p y� I'9Y� a u J 1A MALLARDQ' ? P t MS94 IB 01 cr �¢. SDGE V TR.¢ cT. RN `D. N T116V 1 n a 0.Ey 4 4IN .. "� qQ¢Y =NILLSR N. W - R23V / VALLE+ OS� THRU$ Ly i r RIDGE ¢ ,,. CT. C 6 IS � ,P tea. z1.zz � w PL ''•sf 4� Q . � Se? DR > >n ti BARBARA ET. SY .:Ct. z Tus- Su T 1 Xl N ygly (N i GNt U m z e 'Q: 11-CT, DR, la LYMAN BLVDQ Cq117 125. MISSION MILLS DR, i kFy 126, FRISCC CT. {Q` , 127, MISSION MILLCS WAY \.p. 128, BLACKBIRD T. t29, HFAR;L JD CT. H a z 0 I n 2 'AT116N R23W 130, MISSION HILLS � 22 23 VICINITY MAP NO SCALE DEVELOPERIOWNER EDEN TRACE CORPORATION 8156 MALLORY COURT CHANHASSEN, MN 55317 TEL 952-361-0722 FAX CONTACT: MARK UNDESTAD ARCHITECT HOUWMAN ARCHITECTS 1159 PIKE LAKE DRIVE NEW BRIGHTON, MN 55112 TEL 65^:-631-0200 FAX 651-639-9726 CONTACT: BRIAN HOUWMAN SHEETINDEX CIVIL ENGINEER MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JERRY BACKMAN SURVEYOR MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: TRAVIS VAN NESTE LANDSCAPING MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: KEVIN TEPPEN SHEET DESCRIPTION CO TITLE SHEET C1 GRADING PLAN C2 NORTH LOT GRADING PLAN C3 UTILITY PLAN C4 EROSION CONTROL PLAN / STORMWATER POLLUTION PREVE C5 CIVIL DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS L3 TREE PRESERVATION PLAN PHOTOMETRIC PLAN BOUNDARY I TOPOGRAPHIC SURVEY PRELIMINARY PLAT FINAL PLAT PION PLAN FRA ,Combs Frank Roos Associates, Inc. 14800 28tlt Avenue NbM, Suite 140 PfMvLd1 • MinnesM • 55447 phone: 763/476-6010 • kx 763/476-8532 website: w wv.rr*a.o= ',lient =den Trace 1156 Mallory Court ;hanhassen, MN 55317 Project DI Distributors Location Audubon Road Chanhassen, MN Certification 1 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 ENGIN' under the laws of the State of Minnesota. David A. Roedel Registration Nc22434 Date: If applicable.. contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates. Inc.. Plymouth, MN office. Summary Designed1B Drawnii ApproveobR Book I Page: P haSePRELIMINAR`Yn itial ISSUER/15/2008 Revision History No. Date By Submittal I Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan CITY OF RECEIVED SSEN FEB 2 9 2008 CHANHASSEN PLANNING DEPT Sheet Title TITLE SHEET Sheet Numbditevision Co Project No. EDE17481 Engineering " Planning " Surveying CONNECT 8" SANTARY SI AT :,_' Q U o E OWAlf.R c.t 8SF v IC) I ° Y LOC I I LOC I8" PPLUG I ° 8- -Loc Q 8 TEE 2-8 GVs w w o' U Z O U 8 LGc CBMH 7 RIM=950.50 - INV=946.06 67 ,LF 8", RVC,-,SDR35 _ -.-6 0.45% STUB 1 i' < :CT TO 8" DIP : STUB 1� 00 Y I i N i > i I a o LDc CBMH 8 IM=95n' O-- ° V_ 83 L9 be I LO 0 \ \ \ `\ins\ ✓ ✓ , � \� FUTURE BUILDING PAD FFE=954.00 \ 8" PLUG CB 5 \ \ 6" CAP 8" VALVE RIM=950. INV=943.25 8" TEEF - iNC/=946.50 27 LF 12" P`✓C S EDULE 40 ® 1.00% \ 8EN 5° \ I END V -- I� 8 PVC C-900 W.M. o -- -----------------------------------I \ I \ I o ® I YDRANT >> CBMH 4 _ B" VALVEI- T- T ®1� T T ��Lf T �IME�JILSIP t \ W114 8"x6 j r0 � I I I I HPPE I® 1100%I INV=9%46.2((N)I I I I 1 I /�� 1„ IPvd SI, I I I I I I I I I INV�94J.99(1W,E)I I I \ \ X a �F 12 I l � tBMF4 6 1 56 LF 16 PVC CBMHRIM=952.35 r / 8 LF 12" SCHEDULE 40 RIM=951.35 r HDPE ® 1.00% INV=943.97 E ® 1.00% INV=942.42 r INV=944.19 W � ( SAN-MH 1 % 12 PLUG INV=945.00 S b\ INV=@+1.$;2'P S o - RIM= 51. 0 ' f INV=945.08 oo i --� _ O -�� _ ( I )'I t I I I I I �`-\ j 34. 0( AC / j I I I I I I I I ® v SEC AlI S CTURE =-B"T ��-.L-1�1/-L�-1_I-1_LJ L-I-1-L�-L-I-_L L__J L-I-_J a ' �J a. U 8" 61 IjEDLCER-yJ1-T---------------------------------� > too � �S• / i d / Z - - - -- - - - rt co AND BUFFER - - 90}F » PVC SDR35 / _ ®1.0 6" SANITARY SERVICE _ 1 r INV=943.15 HYDRANT I I 131 LF 16" PVC \ `� END 5' FROM BLDG. 6" VALVE SCHEDULE 40 I I ®4.00$ EXISTING'A ` 3 I e 8" x6" TEE CBMH 2 OF WETLA D `\ o / 8" WATER SERVICE I RIM�951.00 D o INV1Q40.77 N rn t 8" PIV INV=94Q.75 S Ut/ 8" TEE \ INV=946:� W / 0 i 5FROM BLDG \ \ / f 15" ROOF DRAIN CONNECTION INV=947.55 5' FROM BLDG \ \ 1 "` t 8"-22.5" \ BEND 450 BEND � / I PROPOSED BUILDING 1 - - do FFE=953.00 1. 4.qF HYDRANT " 6" VALVE \ o I N U_ I CB 9 z4'sF „ P RIM=950. INV=947. a _ W --0 I ; ; 1- I CUT -IN 8" TEE ON EXISTING 8" DIP W.M. 8" VALVE EXISTING HYDRANT 12 CY RIPRAP 24" FES INV=939.0 24 LF 24" HDPE ® 0.60% LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> ------- o- SANITARY SEWER 0- > ­0 O sN - - - - - - 0 FORCEMAIN (SAN.) o-->FM>-d ()-> N>- Q WATERMAIN 0*--- EASEMENT GAS LINE UG ELECTRIC UE - - TELEPHONE UT - FRA ',ombs Frank Roos Associates, Inc. 14800 2ft AveMie NortYt, Suite 140 Plyrrroulh • Minnesota • 55447 phone: 76W476-6010 • tax 76314768532 webs11b: vvww.mbaC0M Client UTILITY NOTES " EATHE Trace UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Aden UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAN i, EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 8156 Mallory Court Chanhassen, MN 55317 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOS Z TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. AP Y ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE UBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SE R MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 4. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HE EINProject 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. I D I Distributors 6. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. 7. ALL WATERMAIN TO BE PVC C-900, WITH 7.5 FEET MINIMUM COVER. 8. ALL STORM SEWER PIPE TO BE DUAL -WALL HDPE PIPE (ADS N-12 OR EQUAL). 9. RIP RAP SHALL BE Mn/DOT CLASS 3. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMEN IONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EX kCT r `"L`I UTILITY ENTRANCE LOCATIONS. Location 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION 01 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY CO PAS u bo n Road WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE R LI BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY CON DANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILIT S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH C NFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIE 3 Sftar&assen, MN OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. 12 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMA E TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONT ACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCUR ING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 13. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRI ICTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CON ITI JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF HE'fication THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKIN HO DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE Ot VRRrrAX- y that this plan, specification or report PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRAC TOW@tRIPP"d by me or under my direct supervision MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. and that I am a duly Licensed Professional ENGINEI under the laws of the State of Minnesota. 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONST UCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOP OIL PLACED BENEATH THE SOD. 0 30 60 Scale In Feet David A. Roedel Registration No22434 Date: If applicable. contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc Plymouth, MN office. Summary DesignedtB Drawn9J Approved]R Book / Page: P hasePR ELI M INARtn itia I ISS UE02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan Sheet Title UTILITY PLAN Sheet Numbd:tevision C 3 Project No. EDE17481 • • r \. >� seew a e � � �� ir� 4,;• �� - "'• ��r@vJ�r��-��i���' i e� � .. . �.. III O'Odtalal� II ♦�01,4 ♦.t• � � j♦�tet.Et�l�!tj4•� •� i s t +1 ♦ {al t .d � A 1 D �,�.,tt,atB{,t♦a♦, - �ril�,yi'1r,1:�aa a ! t !\ ♦ ! a. el' eev a\ . .•'iI. I A .. 0I �F •a aa�.e. ° ee. /l/ A a�MA .: /i%/r a`,C',°i\pia.. ��Y,�'i���`���.,• �`�e.� ' .A.e.e...:.. O 1 1•�� 4aa . •��, A. ♦ ♦fit •f 1 III �\Itta, itIn 40 !{a: /Illwl�tl��lll I hlow • - ► �Ilil►111 I►O. I• rto \\•�i II"�� . v .. �►�1�1'ail►I'tlll' 1 ICI I I ����X � T p��. -1 I •/ F I t I I IRC CQNSTRUCTI 1I ENTRAIN EROSION ONTROL ON SLOPE 3:1 OR MN/DOT CATEPORY"T( I TYPE 1 E CONTROL SILT k I�+ INS ON ON ON i t I ___-- �,• I J.�°y;�1i �:L. I,a I; 1 1' I I I I 1 I I I I le �7-, I I', I /IiT-r1 r I-�9-'�I I 1. ,4119�{ �' IN Ti'_ CT10N , /, €/ !I CAL / (rr;r'ii 1 -- -t- 6r I,-f I , " __-- /11� • q 4 J} I (--1 I I I I I ��,I I I ' llrJrii�-k -Y - I- I _I I -I I_ I-1`. I.-1_V,.` .r,zl f-rn% rr'_rr� L_r�__ ' ____ _1__-_____-_ � J ws,e / „ I �I ' aw.el •ems ' , ` A ',MI6 // - i _ / v+I,+ • ) H515 - b, I , _---- _ - --�ypE 14C)IrLAM )6AILrrl 13AZIIN IJBQN'720r4D. �� i -_ ` 0 50 100 Scale In Feet Engineenng • Planning • Surveying MAINTENANCE: GENERAL EROSION NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNGITIONJ LPe8 l&ff6WN SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME, WHERE A CONFLICT EXISTS BETWEEN LOCAL URIS - UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUT§4PEFtgF1W8*e] S AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 2. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD L ATION - SHALL �B!1Et.1T.�HE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHO ON THE 'i. FRA 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES tl'3 OF THE HEIGHT OF THE FE14 fKft,%OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0 2 REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. - McCombs Frank Roos 3. THE DESIGN C SURVEY SHOWN YIS BASED UPON THE PREPARED BY MFRAGIF CONTRACDERSTANDING TOR DOES NOTOF THE EXISTING ACCEPT EXISTING OTOPITIONS. THE OGRAPHY A SISTING CONDITIONS HOWN ON THE PLANS WIITHOUT EXCEON THIS PTION, HEY S ALL N A BASED NVE MADE,ALTA OART Associates, Inc. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REANERYWI . STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV. �PENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEET 1480028tl1Averxee /V0/7'1, SU/te 140 GENERAL PERMIT). 4. THE GENERAL CONTACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRU TION PHASES eOF.i.THIS - MffMOIB - 65447 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THEPeMWJCJ6W CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRU TION PHASES I 6S7631476-6010- Ax 763/476,91W MUST REMOVE ALL DELTAS AND SEDIMENT POSITED INSURFACE WATER INCLUDINGNO OTHER DRAINAGE SYSTEMS,AND RE TA�� lMebsfie: Www ff U com DES, DRAINAGE WAYS, CATCH BASINS, A S E AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AN HE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE AN Client 1 STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGION L��M0VE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. C I i e nt FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONST UCTION ACTIVITY. ALL 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MIM28W&ND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF INNESOTA NATIONAL FROM ALL OFF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.CB OF THE GENERAL PEP2St +PTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHE R R�T�p�EN ra C@ MUST BE KEPT AT THE SITE DURING CONSTRUCTION. a �� �� 5. THE CONTRACTOR IS RESPONSIBLE FOR OPERATION AND N R QUALITY MANAGEMENT BMPS AS WELL AS ALL ER N THE O TIO MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUAL S O SHALL IMPLEMENT BEST MANAGEMENT PRACTICES BMP'S AS REQUIRED BY THE E SWPPP &PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION RR ( ) O & PREVENTION AND SEDIMENT CONTROL BMP FOR THE DURATION OF THE CONSTRUCTION WORK AT THE E S ARE RESPONSIBLE UNTIL ANOTH�R PERINT� S. SITE. THE STABILIZED TE O CE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED B LL AUTHORITIES. THE ASSUMED CONTROL ACCORDING TO PART OVER ALL AREAS F THE 7 THAT HAVE N T THE SITE AS UNDERGONE FINAL STABILIZAB1BBppII�iT�I�6M, 11.8.5 O E SITE HAO BEEN FINALLY STABILIZED OR NOTICE OF TERMINATION NOT HAS BEEN FILED WITH THE MPCA BY EITHER T p py NOT HAS BEEN SUBMITTED TO THE MPCA. (NOT) C ER HE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL 8MP'S SAL BE g,�"1 IYI DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8 w w6f Court 6, IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE Chanhassen, M N 55317 AND CONTROLS SHALL CONFORM TO FEDERAL STATE OR LO AL REQUIREMENTS C OR MANUAL OF PRACTICE AS APPLICABLE. CONTRACTOR SHALL I CEMENT ADDITIONAL IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLICS'STRCE��. CON ROCS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7, ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE 'NFILTATION AREA. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLAP 3S MUST BE MAINTAINED ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEA ING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GRO D DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTEI AINCPf0jeCtIREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE Olt)l At�Q�p� ,l b u to rs TREATED OR DISPOSED, NO ENGINE DEGREASING IS ALLOWED ON SITE. v u �C7 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CL N-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATI NS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO I REVENT SPILLS, LEAKS OR S E Q U E N C E O F CONSTRUCTION OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WAST MUST o IHI rnz IAAIr-c LROSION CONTROL BLANKET WITH MPCA REGULATIONS. ON SLOPES 3;1 OR STEEPER PHASE I: Location !/DOT CATEfiORY 3 OR EQUAL 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AN PRIOR TO SOIL DISTURBING -"- 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. ACTIVITIES UPSLOPE. i 3. CONSTRUCT THE SILT FENCES ON THE SITE. 18. DISTURBED PORTIONS OF THE SITE WITHIN 200 FEET OF AND FLOWING TO A SURFACE WATER, AS DEFINED IN THE GENERAL PERMIT, WHERE e , , o n Road peze-'' , 4. CLEAR AND GRUB THE SITE. CONSTRUCTIO AC .dfub 5. BEGIN GRADING THE SITE. SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF P1 NNTING ( SEE MN/DOT y I TYPE Z EROSION . 6START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3, TIMING OF TEMPO RARY SEEDING SHALL BE IN •,,, ACCORDANCE WITH THE FOLLOWING GUIDELINES: CONTROL SILT FENCE C PHASE II. TYPE OF SLOPE TIME (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) hanhassen, MN A// / /" �x4 1. TEMPORARILY SEED DENUDED AREAS, STEEPER THAN 3:1 7 DAYS 2. 3. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 10:1 TO 31 14 DAYS FLATTER THAN 10:1 21 DAYS 4. PREPARE SITE FOR PAVING. \ / 5. PAVE SITE. 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE / i V 6. INSTALL INLET PROTECTION DEVICES. WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. r ' 7. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF 20, CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BAST THAT ARE TO BE USED AS SITE IS STABILIZED) PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYP 4CES, OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACI S leertifiee}tion °\ 21. ON -SITE &OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BM '\ AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. \ I hereby certify that this plan, specification or report 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDIINK STOr UWpTepared by me or under my direct supervision __-2e3L4 CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. and that I am a duly Licensed Professional ENGINE[ CON LT FENCE --------- 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. under the laws of the State Of Minnesota. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION COi TIROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. - - - 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION A P David A. Roedel _ BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Registration Nc22434 Date: rill, I '! 411111, rllltllJ ,h�l;lt 11!1�14 II 1 1�11, �Ii1�-+d[I {I111 'lll�l vim . • EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" W. �IGUNFLINT J RE [pX 64. NAVAJO DR. CT._t 65. BROKEN ARROW DR. OIY CIR. 66. RED WING CT. BUt CHAPARRAL CT. ycT q .-r' 6e NEZ PERCE CT. w. 6% PIMA BALake A 71. SADDLEBROOK PAS; �... r MAJESTICJ WAY 72. BELMONWALTA4. HId BLUE JAY CIR. CT. N Gz3 u ]<. DERBY DR. ]5. LANTERBURY CIR, AUDUBON CIR. �� 76. PREAKNESS LA. TEAL CIR. M(ER ST. i 77. PIMLICO LA. PARTRIDCE CIR. .pWNT^R5E j u /� ]a. CARE➢O LA. WHITETAIL RIDGE CT.[lJ1S£R Ct' CHAN ASSEN 79. IROQUOIS ST, MOLINE CIR. 9/ M SANTA FE EIR. PHEASANT CIR. `-R'P1,.,� 2000 PUP. 20,321 109. SPOONBILL CIR. ARLINGTON CT. AAAE BE _ OF. NICHOLAS WAY W.1 R'w Y Mp�I pY�p. 150. WATER LEAF IM. KIMBERLY I.A. Itl - _ ArgE SAGE LA. 322. KELLY CT. ., 4 �Z 1iM�OD N CrEW 110. SUFFOLK I � III. SSEX Ra �i \HW L t23. POWERS F m L ACE R CltV_.. PICHA . A, � �41��� Lake SI BLVD.- ,�,�Y1` I B / `ecrGGG,i \WE TR. T116v C! t- NILLS'fi R23V } VALLEY ^/OSR TH1U iy� H w 2122 PL <� 4C 3S QO's 14 13 A>ASGE •' 1�y SARBARA �T. `-" GS Q TII6N R2 < N` ➢R. LYNAN BLVD 124, MAYF3EL➢ Li. <,qk 12S MISSION HILLS DR. fpr 126 FRISCO CT. fb 127, MISSION HILLS WAY W. 12B, BLACKBIRD CT. )'-IQZ129, HEARTLAND CT. e IYIe p THISN RP3V 130. MISSION HILLS WAY E\ 2223 SITE LOCATION MAP NOT TO SCALE St i '4- -J ly ,. �_ �•.. ' �� 1 r-. F•g -I :� _-rrNr;L �.6�.1z.� if,ri�parh Oe ��.•. 4 rr `cowl--- Blvd?` j I ' -� .,y, - zZ Y. i Tr tJ 1TI 1al� �w 1 • ~ -'_ r" s :� , 3� r I t •. r3 � �� r`�� ,. ;`.�. �r 'Y�' 1'. 4 � ^ 1 f � L Cs r �Y 1 _. -ri u_ :I I r I J „J- ' L�� .. ,.n1 � `• li _ . •x i • - r f �`:_ J r : .• 1 r r'ryE FJ 4i_• sJ.+iJ i + W I •J -Lake Ds W ' tl ,R4I� ,Lir'�c i''. &- t, T15 .0 r,I .. y.r 1: 7P r 16 . I - ,. rlyr lA• FIB ]t, • F'1 1: 1 _ �) r i r �$L 1 •t _ Ti _ ir f -•a }a te{ ; iE I ,� 1L "I 1 Lt _ r''- 1 . r vatlsv tidgle Tr y r r r • r ��I i f • f +f I 1 fh, .y' ''IJ ' r `�. rsle �. 46I- 'I /J Ifl I �: 1 + rT s• III'./ �_ �}.�=- � .7 - ' USGS MAP NOT TO SCALE IT applicable, contact us for a wet Signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary DesigneCUB Drawn3i Approve(IbR Book / Page: P hasePRELIM INAR`in Itlal ISSUW2/15/20CS Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan Sheet Title EROSION CONTR PLAN / SWPPP Sheet NumbERi evision C4 Project No. EDE17481 Engineering w Planning e Surveying 6" 1 Distance to n1 variable SEDIMENT TRAP AS MANUFACTURED BY 1/2"r WIMCO,LLC.SHAKOPEE, MN., 3"r 1 2"r To Bituminous Material P / 6mox. �,.�������NOTE ESS BROS., LERETO, MN. OR S M LAK ✓o��iy�o slope _yn9 Sumountable Curb & cutter to be transitions 3 4" per ft � Steel T Posts 24" in round 9 mm a B618 type at calchbmin. SP I11CA1Wc AND STANDARDS DESIGN LOADS .. MnDOT B618 Note: Zip Ties _ rap ,,,,",. or ,°,.,,, 9m CaToN. awewwl AXLE wool LWa n/a Cotchbasin Frome & Grate Neenah R-3067-V or e9ual rpw :F Concrete Curb and Gutter Silt fence per MNDOT - '"� ""'""""CODE- `"" 01-w �D r"OfOR "Xe with L Grate sue` .�' g•" 1B^" / specifications, source 2000, - 29 VA 1926 - a51M sAr[n um wont srAuowaa wwrie nsys oen Goon°" nor rF RTw) 0,707 cis a 3• New 5 ROPE machine sliced woven Madmue a" f1A RATE 3.99 °" 015- Iw°° Is PVO�-�G 1"-2"WASHED ROCK monofilament, 36"wide fastened to steel T-Posts with 3(501b) tensile A rF dam 1/2"r B 01.1....9 3 r 1 /2"r Top Bituminous Material strength plastic ZI ties of P P P T-Post. (Machine sliced) 6' Min. Depth of sin fence a abedlnmL MODEL#CG23 4' A " Catchbasla to be depressed V below design gutter are gross. Neenah R3067-R shall be used at all low points. al /SO \ m Per R Mri B612 ems, EROSION CONTROL Concrete Curb and Gutter o FENCE - TYPE 1 °rn"" " Surmountable Concrete ISOMETRIC 8• tY NOTE: For Use Only with Private Driveways, ( F,I,� `�1 2 a-n'P or cu® Bo1RLr Bub &Colter 2 - Y4-60• Luny No sad< Parking Lots, or Medians. Rebars Each way 6"MIN.DEPTH FOR ROCK FOR FO 10"MIN.DEPTH FOR WOODCHIPS 1o• raTEn A55asr �'QR Note: 12'R 28^R 16" 68"R rTop Bituminous Material 00 �C0 Type 2 silt fence is the same as type I with hay bales installed as per detail p� I/ S Vd��jN Type 2 to be used to protect all wetlands. 0 1/2".. �' SURMOUNTABLE 18" MINIMUM CUT OFF BERM UM MIN\M 0 Steel T Posts 24" in round g o c 5' Min. Transition ;Q 5' Min. Transition c iN Concrete Curb and Gutter TO MINIMIZE RUNOFF FROM SITE o N p N 17 1/2" 10 1/2" f FILTER FABRIC r;,n9 as Top of x Curb 2" o. x 28" -.. Has or Straw Bales _ T. Baas Aaaea diem Baaa9b bde 13' m 20' 'rwo me t 9^Ind Saks to recessb fi' below Totle a-io NI9X- xION-nax rABRIc w w - - - - -- . 4" 8' 1 1/8"r t Zip Ties Bd.e are to be ya aim anon-0eryatlode YotriaL NOTE: Design gutter line grade 2 - //4Each LONG NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK Clean filter media after each rain event and replace if filter is clogged with Rebars Each way Frame &Casting Bituminous Bituminous Curb TO STOP MUD MIGRATION THROUGH ROCK. sediment. Surface 22� 6" Shoe Formed EROSION CONTROL Remove debris/sediment from receptacle after each rain event. SECTION A -A N FENCE - TYPE 2 No Scale CITY OF CSANSASSEN TYPICAL CURB CITY OF CSANSASSEN ROCK CONSTRUCTION CITY OF CSANSASSEN SILT CITY OF CATCH BASIN SEDIMENT TRAP CITY OF CSANSASSEN CURB AND GUTTER FENCE CSANSASSEN IO T C ACTONSTRUC N REVISED: 2-97 DATE: PLATE NO.: 5203 i s REVISED: 1-06 DATE: PLATE NO.: 5301 wj REVISED: 1-04 DATE: PLATE NO.: 5300 3 REVISED :1-06 DATE 1 -04 V PLATE NO.: 5302A REVISED: 1-06 DATE: PLATE NO.: 3106 FILE NAME: 393_5203 FILE NAME: 393_5301 FILE NAME: 393_5300 FILE NAME 393_5302A FtLE N4ME: 393 3106 NOTES: 24"x36" opening for Neenah DROP LID WATER Tyler Mueller 7.5' Minimum cover required No. 6860 q No. H-10361 over top of water main. w w 3c i= 0 1. Shape of back of buttress may vary as Ion as poured BUTTRESS DIMENSIONS Y Y 9 P 22 1 2° BEND 45° BEND 90° BEND/TEE against firm undisturbed PIPE /NOTE: slab Bibby -Ste -Croix No. B-5160 r r R3067-V or equal q Sigma No. V82600W PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE O w - J J Do z w N rc earth. SIZE B1 2. Dimension C1,C2,C3 should 6" 1'-5" 1'-5" D1 B2 D2 B3 1'-5" 1'-5" 2'-1" D3 1'-6" 1- V Grate Shown 2- R Grate Shown be '0 IF THE DISTANCE FROM N '^ o w z G z be for a enough to make 9 9 angle 0 equal to or larger 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" Pall used at all low points. 1L Note: 1- L Grate shown 2- 2- R Grates shall be used at all low THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. m 0 0 a f r w ¢ > w ¢p DC Z ,0„ o o '^ 0 Z o �0 a than 45°. 12" V-10' 1'-10" 3'-4" 2'-0" 4'-9" 3. Dimension A1,A2,A3 should 16" 3'-0" 2'-0" S-10" 3'-0" 6'-2" as large fe possible without interfering 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" without 2'-6" 3'-6- 4'-0" o u, wNw m z > ¢ '� R•' w with MJ Face of Curb N points. y x 0 a 0 o n bolts. 24" 4'-4" 3'-0" 6'-10' 3'-10 9'-8" 5'-0" TOP Adjust top to 3/4" below U D m O m w ¢ C1 ¢ m z n 4. a = 45° Minimum. 30" - - 9'-3" 6'-0" 17'-0 6'-0" Direction of Flow Neenah R3067-V casting and grate or equal. Tyler No. Mueller No. 6860 26" H-10361 26" grade. Box to be set to provide 12" of adjustment. P 1 0 T 0 w F m 0 0 �+ J a 'NIW ,L w ¢ e1 'n 0 on a a� o a w 5. Place polyethylene between concrete & pipe. Bibby -Ste -Croix No. VB502 27" 3 v 0 > Ji J w as 6. All bends &fittings shall �n PLAN Minimum of 2 maximum of 5-2" Sigma No. VB630G Sigma No.VB630 d 0 0 cp 3 zm o N 0 o iv N m ¢ is /_/ d r 0 � z w be restrained with Megalugs thrust restraints or equal PLAN 6" Conc. collar concrete adjustment rings with full Tyler No. 6860 c - a.. x Co w o a 9 - See note 4 beds of mortar. Mueller No. H-10357 0 0n J ¢ "' a u 0 a -See note 4 Catchbasin casting ��-HOPE Precast concrete or EXTENSION Tyler No. 58 14" Bibb Ste -Croix B-5001 Y- d w a a s: w z a and grate Neenah adjusting rings. No. 59 is, Gate valve box, screw type, s n rw u' a < Qu e R3067-V or equal Grate to be 2" below w _ 6" precast reinforced concrete slob. No. 60 24" 3 piece, 5 1 4" shaft, e act U o N � z ;n vI ��3 A A 3" radius curb box. gutter grade. Top of barrel section under top slab to have flat to sealed with Mueller No. 58 14" G box, 7'-6 extended, # 6 round base U, 0 °) In o m as iv -' o x 0 rN a r zoo °� 5' transition each side of catchbasin. edge p 9 2 beads of Ramnek or equal. No. Bibby -Ste -Croix 59 20" E a a z m m p3 R Qa z 4 < Precast concrete or E 0 All joints in manhole to have VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" to w w m Of "%VW S'L sou y A HOPE adjusting rings. / 9 9 Top of Curb E 'E Varies "O"Iring rubber gaskets. VB521 No. 58 14" STEEL WITH PROTECTIVE COATING, 1 2" RUBBER / 0 o wo o w w'm w�U Varies 4'-0 Typ. Precast concrete section VB522 No. VB523 No. 59 20" 60 26" GASKET INSTALLED BETWEEN d >, O,n m �_ N �s� A Minimum of 2-2", 6 1/2" i.> NOTES: Sigma No. VB630 THE GATE VALVE AND GATE VALVE ADAPTER. = a o, /1 m iw� w?J zo PLAN maximum of 5-2" concrete adjusment 24" x 36" Precast Varies 5" 1. Doghouses shall be grouted on BOTTOM of Q z / Z. \ Ufa �a� aM�ii PLAN 90' BENDS 45° BENDS rings allowed with 1/4" 5" 3' minimum both the outside and inside. Tyler No. 6860 65 �moF 11 p to 1/2" bed of mortar 2. No block structures are allowed. Mueller No. H-10361 65" Mueller or American - a zJ0 J � QyI M WB between each and a 3" Grout Bibby -Ste -Croix No. VB516 60" Flow Control 0 o 0,000 wo 'z M .,Wzzwa. Variable 3' Mln 6 -See note 4 6" thick concrete collar Manhole steps, Neenah R1981J or Sigma No. VB6302 60" Resiliant Wedge Valve Conforming to All 0 w M z N Jw Of a Qa w a v om a a <°' m iorccaJJo on the outside. �6" m e ual, 16' o.c., Aluminum steps q P approved. PP Valve and Box plastic wrapped to be per C-515-80 standards with all stainless steel y c oo o ' a2 v,- N a� w pQQ m ¢ 0 o z ¢¢ ¢wwy U, r2 m wlaul�ss �inoo.z z - Doghouses shall be ao 2.03a nuts & bolts. p 0ooa zuwa3 rJ¢ y a�k'm-�"� CONCRETE SHALL BE ;, A grouted on both the �6" a.p Minimum slab thickness, 6" for 14' section BASE ww.y� ww�UO mW3pt- 20 ¢po ��-° F �' o:�aiiSy Q,o-aa'x IN CONTACT WITH THIS QUADRANT iC c ° A ry �. inside and outside. SECTION depth. Increase thickness 1" for = vloom > wmoi m` w p io a each 4' of depth greater than 14', w�wW mz Z 00P-0 ~U000 0< Nap Duo L'�zo SzJ�°` saR"iaa OF PIPE NOTES: and reinforce with 6"x6" 10/10 mesh. o'oow Z>a wF �m(J ��¢ u rna w N":3 Ya>,a F-� 1. Steps shall be provided in all P P catch bosin manholes / and storm sewer manholes. Grout bottom Of manhole to 1/2 > ¢ ¢ P 2J-�C21-W Q�aQ U z J N Z BEDDING MATERIAL 2. Casting t0 be totally encased in concrete Curb section. SECTION diameter at pipe and slope 18"X18"XB" concrete block wc9UU y z o � KD mi-> oU,- ¢ W >W-IY=w �J 0 ¢ m UNDISTURBED EARTH CONCRETE 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. 9 rout 2" toward invert. aaao.w =v)301-0 r=w x m a F SECTION A -A PLAN 22 1/2° BENDS E, ¢ m CITY OF CSANSASSEN CATCH BASIN CITY OF CSANSASSEN GATE VALVE CITY OF CSANSASSEN TYPICAL HYDRANT CITY OF CONCRETE CITY OF *i CSANSASSEN CATCH BASIN MANHOLE CSANSASSEN BLOCK 2'X3'RECTANGULAR INSTAL AT ION INS ALLATION NG REVISED: 1-06 DATE: PLATE NO.: 3102 REVISED: 1-06 DATE: PLATE NO.: 1006 REVISED: 1-06 DATE: PLATE NO.: i004 REVISED: 2-97 DATE: PLATE NO.: 1002 REVISED: 1-06 DATE: PLATE NO.: 3101 FILE NAME: 393_3102 FILE NAME: 393_1006 FILE NAME: 393_1004 FILE NAME: 393_1002 FILE NAME:393_310t 3/4" per foot 18" 5' MIN. 2.0% GRADE ........ ............... 6" x 6" #6 Welded 7 1/2" Concrete pavement Wire Mesh 3" 4" Class 5 base incidental to apron SECTION A -A No Scale 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL/COMMERCIAL A Right -of -Way B618 Curb & Gotten- -- 8618 Curb & Gutter Bituminous Qy 6e is Contraction Joints q Max. Spacing in Expansion Joint (typ) Valley Gutter 0 8' PLAN No Scale NOTE, Valley Gutter and Triangular Sections with 6" x 6" g6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way is the Same as Street Paving Section. CITY OF CONCRETE CSANSASSEN DRIVEWAY APRON REVISED: 1-06 DATE: PLATE NO.: 5207 FILE NAME: 3935207 RIPRAP REQUIREMENTS (- PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL.3 PLAN 27" TO 33" 14 to 20 CY CL.3 36' TO 48" 23 to 38 CY CL.3 54' AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 Ica.) L SECTION A -A RIPRAP NOTE GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL Granular Filter (MNDOT 3601.2B) Geotextile Filter Type III RIPRAP y Granular Filter (MNDOT 3601.2B) SECTION B-B Geotextile Filter Type III CITY OF RIPRAP CSANSASSEN DETAIL REVISED: 1-98 DATE: PLATE NO.: 3107 nIr Neur. xai vm See City Plate No. 3107 for riprop placement. Use 2 tie bolt fasteners per joint. Install at 60° from top or bottom of pipe. fasten Section. wication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12"-18" 3/4"0 4" 5/8" 21"-42" 1 0 6" 3/4" 48"-72" 1 1/4"0 12" 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF FLARED END SECTION AND CSANSASSSN TRASH GUARD REVISED: r-97 DATE: PLATE NO.: 3108 FLARE TO MATCH 5' min. A A--J PLAN VIEW OF DIGONAL RAMP SaLea{ or BAY �OIAMEIER 1/5" I ]/e'-1 J/ts' I DOME SECTION 00 000000 s•T-e+�' 11.0.. 00 0 °prim.) eww Anee DOME ACING CURB & GUTTER 5 4" 1 4' 0" i o r ; 0 f9 Z J Z .OB FT./FT. OR MTIERO ¢ W 1 SECTION A -A x m p05 FT/FTSLOPE OF FLARED SIDE, (IF 3 U EXISTING CONDPICNs DO NOT PERMIT, MAY r7' 4' USE 010 FT/FT.- 008 FT/FTSLOPE ) S' 6' 6- 3" 4' 0"min. 6' 3" 7'ELEVATION OF RAMP 6 9' 1 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48' LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. Q 6' TO e' IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. (D ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0- TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A -WHITE- OR LIGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN CSANSASSEN CURB RAMP REVISED: 1-05 DATE: PLATE NO.: 5215 FRA tombs Frank Roos Associates, Inc. 14800281hAvenusiNOM, Suite 140 P"I'louth • MinneSoila • 55447 phone: 7631476-6010' kx' 763/476,8532 webSite: www.r ilacofn Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEi under the laws of the State of Minnesota. David A. Roedel Registration No22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary DesignedtB Drawnii Approve(ItIR Book / Page: PhasePRELIM INAR'hlitial ISSUe02/15/2008 Revision History No. Date By Submittal / Revision 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan Sheet Title CIVIL DETAILS Sheet NumbdIevision C 5 Project No. EDE17481 100 O 1 'ASH O 6-LOC 11 1 LCC l O SASH \ V 00 \\ 6" AS" _ AS./ / \X \DAK \ i FUTURE BUILDING PAD \. , FFE=954.00` � j� O $rOAK 0 1 -TREE SEED ALL DISTURBED AREAS NOT TO BE SODDED OR MULCHED WITH MN/DOT 250 SEED MIX., TYP. SOD, TYP. LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT OTY. I REMARKS DECIDUOUS TREES Acer X freemonii 'Jeffersred' AUTUMN BLAZE MAPLE 2.5" BB 4 • Celtis occidentolis HACKBERRY 2.5" BB 4 Quercus albs SWAMP WHITE OAK 2.5" BB 5 CONIFEROUS TREES 0 Picea glauca densato BLACK HILLS SPRUCE 6' HT. 6 ORNAMENTAL TREES Amelancher x grandiflora 'Autumn Brilliance' AUTUMN BRILLIANCE SERVICEBERRY 1.5" BB 7 {^� t • � vvwrrrrr Molus 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB 4 SHRUBS AM Aronia melanocarpa 'Autumn Magic AUTUMN MAGIC CHOKEBERRY #5 CONT. 21 SOD ® WETLAND BUFFER SEED MIX-Mn/DOT BWSR SEED MIX U8 f— GENERAL TURF SEED MIX- Mn/DOT 250 (ALL DISTURBED AREAS NOT RECEIVING WET SEED MIX) w r�LANDSCAPE NOTES --- - - - i o SOD, TYP. rT I SOD, TYP. 1. ALL PLANTED AREAS TO BE IRRIGATED. -` - - - - - - 2. SEED, SOD OR PLANT ALL DISTURBED AREAS. -f - T -I- T - r — - 7 --- 7 - SQD, T - r- 7 - 7 -1- T - 1-" 1 - T -1- -1 3. WET SEED MIX AREA: SEED WITH BWSR U8 SEED MIX AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE I PER MN/DOT AND BWSR 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. \ � 01 z 4. GENERAL TURF SEED MIX AREA: SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, WET SEEDED, SODDED, OR ° a L MULCHED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. i� IA - a 'BO. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, %- MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN, 715.483.3216. ROCK MULCH LLJ SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. In I I I I I I I I I I I I 6. SODDED AREAS: SOD IS TO BE HIGHLAND SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, iA II C d.I 'Lac - - - - L -I- 1 _ - L -I- 1 _ L -i L J- 1 - L -1 - -L -I- -L - L- J - 1 -I- J AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING o t i 9 FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL o r, O I _ _ _ _ _ _ _ _ LANDSCAPE EDGING, TYP. o Q - SI - - - l- - - - - - - - - - - - - - - - - - - - - - - - - DEVICES AS NECESSARY UNTIL SEED S ESTABLISHED. r SEED ALL DISTURBED AREAS NOT TO BE -I v In 10-AM — _ I SODDED OR MULCHED WITH MN/DOT 250 i / 7. SHREDDED HARDWOOD MULCH: COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. Z o i SEED MIX., TYP. i PROVIDE IN SHRUB BED LOCATIONS AS INDICATED ON DRAWINGS. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL O } L] - - I I SHALL HAVE A RING TO THE DRIP LINE. U .L - I 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR m m � I I APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. .a=. SOD, TYP. t — — 9. PLANT COUNTS FOR THIS SHEET ONLY. ROCK MULCH, TYP. SOD, TYP. ` — — � I I III I I o 'LOC I a � --EDGE OF WETLAND SOD. SOD, I TYP. ITYP. ROCK MULCH, TYP. SOD, TYP. ROCK MULCH, TYP. CROCK MULCH, TYP. LANDSCAPE EDGING, TYP. PROPOSED BUILDING FFE=953.00 0 LANDSCAPE EDGING, TYP. ROCK MULCH, TYP. o -Bo WET SEED MIX, TYP. 00, 'BOX ROCK MULCH, TYP. LANDSCAPE EDGING, TYP. RMULCH, TYP. -ILROCK ,�BROWN 1 f>! 7 7 'I1 'a m a n s 'a a s �.� �!; 7 1� 7 7 717�`?ai 'a >> i i i \ i a rYA as j) ROCK MULCH, TYP. 51 1 I I 0 0 i 0 30 60 I EXISTING Scale In Feet Engineering • Planning • Surveying 'ornbs Frank Roos Associates, Inc. 1480028M1Avenue N010, Suite 140 P6mOL17 • MmneSM • 5W7 phone: 763/476-a010^fax 763/476-8532 websde www.mfhacorn Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary DesignecHK DrawnHK ApprovedT Book / Page: PhasePRELIMINAR` nitial ISSU02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet NumbeRevision L 1 Project No. EDE17481 Engineering • Planning " Surveying kEEP PLANTINGS 2' FROM BACK OF CUI ADJACENT TO PARK -THIS AREA TO BE FILLED WITH MULCH 11 K TNGS 2' FIR CK OF CURB AO NT TO PARKING -THI AREA TO BE rd Ir MULCH 5 MULCH -ROCK ROCK MULCH PROVIDE SHREDDED HARDWOOD MULCH IN PLANTED AREAS, TYP. SEPERATE FROM ROCK MULCH WITH LANDSCAPE EDGEING. 0 ROCK MULCH 5 ROCK MULCH ROC rj_�\FOUNDATION PLANTING DETAIL 0 10 20 1 SCALE 1"=10' Scale In Feet PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED 10. MULCH: SEE SHEET L1 FOR DESCRIPTION. 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 13. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER HALL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTORS EXPENSE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. LANDSCAPE NOTES 1. ALL PLANTED AREAS TO BE IRRIGATED. 2. SEED, SOD OR PLANT ALL DISTURBED AREAS. 17. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS. ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 19. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT THE CONTRACTORS RISK. DECIDUOUS POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-NOV. 1 DECIDUOUS B&B: APRIL 1-JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-OCT. 1 EVERGREEN B&B: APRIL 1-MAY 15; AUG. 21-SEPT, 15 TURF/LAWN SEEDING: APRIL 1-JUNE 1; JULY 20-SEPT. 20 NATIVE MIX SEEDING: APRIL 15-JULY 20; SEPT. 20-OCT. 20 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 26. IRRIGATION SYSTEM TO BE DESIGN BUILD 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 3. WET SEED MIX AREA: SEED WITH BWSR U8 SEED MIX AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT AND BWSR 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 4. GENERAL TURF SEED MIX AR : SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, WET SEEDED, SODDED, OR MULCHED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, 'IF MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE HIGHLAND SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. SHREDDED HARDWOOD MULCH- COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. PROVIDE IN SHRUB BED LOCATIONS AS INDICATED ON DRAWINGS. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. B. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 9. PLANT COUNTS FOR THIS SHEET ONLY. LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE I ROOT I OTY. REMARKS SHRUBS JS Juniperus Sabina 'Arcadia' ARCADIA JUNIPER #5 CONT. - VD Viburnum dentatum 'Christom' BLUE MUFFIN VIBURNUM #5 1 CONT. - PERENNIALS RF Rudbeckia 'Goldsturm' BLACK EYED SUSAN #1 CONT. I PLANT 18" O.C. SH Sporobolus heterolepsis PRAIRIE DROPSEED #1 CONT. - PLANT 12" O.C. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OF DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SEE SPECS REGARDING PRUNING OF ALL OAKS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WTHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND - NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. a B. WATER TO SETTLE PLANTS AND FILL VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. S B. PLACE MULCH WITHIN 48 L HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NO CUT A LEADER. OO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND MOVNAILS FROM TOP i/3 OF THE BALL. REE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 6. WATER TO SETTLE PLANTS AND FILL n1J VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. s I 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL ii MOISTURE IS EXCESSIVE. n CONIFEROUS TREE PLANTING DETAIL INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) 12" IF SHRUB IS B & B. THEN ro REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL C BACKFILL MIX UNDISTURBED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180. O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 •ORIENTATION OF GUY LINES AND STAKES Ell 12 TREE WRAP FROM BELOW MULCH LINE TO FIRST BRANCH OPTION _-PERFORATED SLIT PVC COLLAR 4" _6" SHREDDED BARK MULCH EXISTING GRADE PLANTING SOIL MIXTURE (SEE SPEC.) i� 4 MINIMUM 1/2 WIDTH OF ROOT BALL s - UNDISTURBED OR STABILIZED SUBSOILS NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBIUTY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 ' ORIENTATION OF GUY LINES AND STAKES 12 GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-6" SHREDDED BARK MULCH EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOILS SHRUB & CONTAINER PLANTING DETAIL NOT TO SCALE McCombs Frank Roos Associates, Inc. 148W 28C1 Avenue Nardi Suite 140 PlymouCl • M/nneso>g • 55447 Phase: 7631476W 10 • I(bC 7631476-85M w : wAA%TnhacorYt Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary s DesigrI DrawnHK Approved:T Book / Page: PhasePRELIMINAR'tn itial ISSUe72/15/2008 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE DETAILS Sheet NumbeRevision L2 Project No. EDE17481 LEGEND Z 0 ❑❑❑❑❑❑ TREES REMOVED TREES PRESERVED TREE PROTECTION FENCE REMOVAL CANOPY COVERAGE AREA PROTECT EXISTING TREE CANOPY TREE PRESERVATION NOTES 1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE PROTECTION MEASURES. 2. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTMTIES AND IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL SIGNIFICANT TREES TO BE SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NET BE MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT, HEAVY DUTY SILT FENCE SHALL BE USED FOR TREE PROTECTION FENCE. 3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. 4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS. 5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE LOCATED OUTSIDE OF ANY TREE PROTECTION AREA. 6. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1. 7. IF WOUNDING OF OAK TREES OCCUR, A NON -TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY. (EXCAVATORS MUST HAVE A NON -TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES.) 8. HEAVY -DUN SILT FENCE SHALL BE STAKED AT THE DRIPLINE OF EXISTING TREES TO BE SAVED. 9. NO BURNING PERMITS WILL BE ISSUED FOR TREES TO BE REMOVED. TREES & SHRUBS MUST EITHER BE REMOVED FROM SITE OR CHIPPED. 10. ANY TREES DAMAGED OR REMOVED NOT LISTED ON THIS TREE PRESERVATION PLAN MUST BE REPLACED AT A RATE OF 2:1 DIAMETER INCHES. � TREE PROTECTION FENCE ELEVATION o p O d O o U O v y�u��pp u ogaenr.r... TREE DRIPLINE. SNOW FENCE OUTSIDE OF DRIPLINE SEE SPECS. EXISTING TREES TO BE PRESERVED. o TREE DRIPLINE. 0 p 9 o u o u o e U O � e 0 a SNOW FENCE. SEE SPECS. ERECT PROTECTIVE SNOW FENCE PRIOR TO ANY CONSTRUCTION ACTIVITY. DO NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN PROTECTIVE AREA. REMOVE THE PROTECTIVE SNOW FENCE ONLY AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. � TREE REFORESTATION CALCULATION 2,402 OF EXISTING TREE CANOPY REMOVED REPLACEMANT CALCULATION (2,402 X 1.2) = 2,882 SF 2,882 / 1089 = 3 TREES ® 2.5" size (REPLACEMENT TREES ARE REQUIRED) NOTE: REPLACEMENT TREES MAY COUNT TOWARD REQUIRED LANDSCAPE TREES EXCEPT FOR REQUIRED STREET TREES 0 40 80 Scale In Feet Engineering • Planning • Surveying FRA combs Frank Roos Associates, Inc. 1480028fh Avenue NOM, Suds 140 Ply VLM • Minnesola • 55447 phone: 763(476-6010• Ax 763(47fr85.42 webs9e: www.rr*a.conT Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary DesignedIK DrawnHK ApprovecKT Book / Page: PhasePRELIMINARVn itial ISSUW/15/2008 Revision History No. Date By Submittal / Revision Sheet Title TREE PRESERVATION PLAN Sheet NumbdRevision L3 Project No. EDE17481 STATISTICS Description Calc Zone #2 Calc Zone #3 Celia, Zone #3 b.0 ol) 0.0 b.1 0.1 0.2 0.2 03 0a 0.2 02 0.1 0.1 01 0.0 0.0 01 0.1 G.<. 01 0.1 0.1 a1 0.1 0.1 01 0.1 0.1 111 0.1 0.1 01 0.1 0.1 01 0.1 o.1 b.0 0.0 0.1 b.1 0.2 0L4 DA as 04 DA 0a 0.2 0-'. 0.1 0.1 0.1 0.1 0.1 D.! 0.1 DA 0.1 0.1 D.1 0.! 0.1 0.1 01 0.1 D.1 0.1 0.1 0.1 b.t 0.1 0.1 Ot b.0 D.0 0.7 b.2 0.3 U.? 0.9 0.8 0.6 0.5 O.d 0.3 02 0.1 0.1 a, 0.1 02 02 0.2 0.3 0.3 0.3 0.2 0.2 02 02 02 0.2 02 0.2 0.2 0.3 02 0.3 0.2 02 0.2 b.0 0.0 0.1 113 05 14 1.5 12 09 0.8 05 04 0.3 02 0.2 0.2 02 0.3 0.4 04 0.6 0.6 04 0.6 ➢A 63 04 0.4 04 04 0.5 04 0.5 0.6 05 04 0.4 03 02 -- b.0 0.1 0.2 b4 09 24 26 1.9 1.1 0.9 0.6 0.4 D3 0A 0.5 0.6 D.5 0.6 1.1 to -1.0 10 17 1.2 0.7 U.% 1.0 1.1 08 U7 D,9 12 t.C- 1': tU -1.2 0.8 05 D.6 b 0 a. i 0.2 as 17 3.3 33 2.1 : . `." 10 0 % 0.4--.- 03 0.3: 06 0.9. -- -1.1 1.3 16 2.1::: '17 1.7: 2.1 is 14 -_- 1.2 14 - -14 1.3- -.12 1.6 _-_1.% -.-4,.9 17 2.0 la 1 5 '..1 1.0 0.7 b.0 01 0.2 0.5 !0 33 3.2 21 14 10 07 04 $2-- 02---4.4- 0.7 '10. -1.7--213- 3.0 2.9 2.9 -30---2.-9---18---1.4 1.0 1.0 -"-�3- 2.7 -29__ 2s 2.9 29 2.8 2.4 12 0.8 G.5 `DO. 0,1 -DY FDA 1.8 2.3 25 is `E.1 0.9 a6 a.4 '0:2 02 0.3 GA 0.6 1.3 25 3.3 3,1 3.! 3.3 2.6 -14 L11 ➢.6 07 0.7 i3O 2.0 3A 3.0 3.1: 3.1 2.9 1.8 08 0.5 0.3 0.2 b.0 0.1 0.1 03 Cl 1,4 15 1.2 0.8 08 05 0.4 02 0.1 0.2 0.3 OA 0.7 la 1.7 17 1.7 17 13 07 0.4 0.4 0.4 0.4 0.5 1.0 '1.6 1.7 1.6 17 1S - 0.9 as 0.3 0.2 D.1 Vo 00 0.1 0.2 03 0.7 0.9 08 as 0.6 04 01 0.2 at 0A 0.1 al 0.2 0.3 0.3 04 0.4 04 0.3 0.2 02 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 04 03 0.2 0.1 ➢.1 0.1. 0.0 0.0 D.0 0.0 UA a 0.2 _ DA 0.4 05 0.5 as Ga 0.2 -02 0.1 0.1 D.1 0.1 DA 0.2 0.4 0.2 02 DA D.2 0.1: 0.1 0.1 0.1 0.1 D.1 0.1 0.3 0.2 0.2 D.3 0.3 0.! 0.1 0.0 0.0 0.0 ➢o 00 Southwest View oo Do 0.0 b.1 0.1 03 03 0.5� 0S 04 03 02 02 0.1 0.1 01 0.1 0.1 al D.2 0.2 02 0.2 0.1 0.1. 0.1 0.1 al 0.1 01 01 01 0.1 0.1 0.1 o.i al '0A 0.0 0.0 0.0 Do 0.0 Not to Scale b.0 00 0.0 02 0.3 0A 06. 0.5 0.4 03 03 0.3 0.3 0.3 0.3 03 s3 0.3 0.3 0.3 0.3 03 0.3 0.3 02 0.3 0.3 02 0,3 0.3 0.3 03 --0.2-- 02 0.2 07 0.1 0,1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -0.3 0.6 07 0.9- a 04 C.4 0.5 at 0.6 at 0.6 as 0.5 as 0.5 at 06 at LL6 0.6 0.5 D.6 0.6 0.5 as 0.6 0.5 D.5- 0-4- 03 0.2 '02 0.1 0.1 0.0 00 0.0 0.0 0.0 b0 0.0 al Yl at 10 1.1- -Dn' 04 0.5 as 0.8 I's 1:.1 t.t 10 0.8 01 0.8 0.9 10 1.1 1.1 0.9 0.8 0.7 0.7 0.6 0.9 1.1 1.1 05 0.3 02 0.2 GA 0.t 0.0 0.0 0.0 0.0 0.0 -3T-o.5 b.0 0.0 0.0 .2 06 1,0 i3 11 0.6 DA 05 07 1.1. 14 I's 1.4 13 Da 0.8 08 1.,1 1.4 1.5 14 1.3 00 0.7 0.7 09 14 1.4 15 14 06 04 0.3 02 0.1 0.1 00 0.0 0.0 00 0.0 to b.o 0.1 01 3 1a 2.3 25 1a .1.9 0.5 0.5 0,7 1.1 1.8 2.0 2.0 1.5 oe 07 118 1.1 1.8 2.0 20 1.5 G.8 06 as 09 is 2.0 20 1.7 to C.6 0.4 D.3 0.2 113.1 0.1 DO 0.0 0.0 0.0 D.0 0.0 D.0 DA 0.3 Is 2.2 32 27 17 i.a os 0.5 0.7 14 2.8 30 34 2.0 10 0.7 0.8 1.5 28 3.8 5A 20 1.0 0.6 u's 1.1 2.3 35. 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Subject to County Roa 17 over the westerly 33.00 feet of the above described parcel. PROPERTY SUMMARY 1. Subject properties address is 8301 Audubon Road, its property identification number is 25.0140900. 2. The gross area of the subject property is 7.00 Acres or 304,740 Square Feet. 3. The building(s) and exterior dimensions of the outside wall at ground level are shown on the survey. It may the foundation wall. 4. There appears to be a gas line along the northerly portion of the property. No easement was furnished for line. 5. No easement was furnished for the overhead electric lines along the northerly portion of the property. SURVEY NOTES ErVveling • Planning • Sumying —.000000 MFRA McCombs Frank Roos Associates, Inc. 14800 286f Avenue North, Suite 140 Plyrnatl • Minnesota • 55447 phOM 7631476-6010 • bC'' 7631476,8532 webste vww.mftacorn Client Eden Trace ' Corporation sailphanhassen, Minnesota i to le 266; f Project No. Audubon Corporate Center 1st Addition be gaLocation 8301 Audubon Road Chanhassen, Minnesota 1. This survey was prepared without the benefit of a Title Commitment or abstract and the surveyor has made n independent search for easements of record, encumbrances, restrictive covenants, ownership title evidence any other facts that an accurate title search may disclose. Therefore, this survey may be revised by showing that vhich would be cited in a title commitment and then illustrated on the survey. 2. This survey was performed under the cover of a significant amount of snow. The surveyor makes no guarani that all visible improvements are shown. 3. The bearing system is based on the Carver County coordinate system, NAD83 (1986 Adjust). With an assui bearing of S00°05'54"E for the west line of the north half of the southwest 1/4, Section 14, Township 116, R, The originating monuments utilized to establish the horizontal position of this survey was the west quarter cc the southwest comer of said section. 4. Field work was completed on February 3rd, 2008. 5. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the are in service or abandoned. Utility information shown hereon, if any, is a compilation of this map information ar visible utilities that were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon, if any, are in the exact location as indicated, although he does certify IN are located as accurately as possible from information available. The surveyor has not physically located IN underground utilities. Pursuant to MS 216.D contact Gopher State One Call at (651-454-0002) prior to any excavation BENCHMARKS 1.The vertical datum is based on NGVD29. MNDOT Disk at the southeast corner of the railroad bridge abutment. Elev.=961.40 BENCHMARK#2 Top of top nut of hydrant on the west side of Audubon Road, ±200 feet northwest of the southwest corner. Elev.=956.08 VICINITY MAP p :N. D�U NO SCALES L41E ci, - j M. IIXE Irr DOPE An4�1YYJ .I � T •� siaa V 11AP 22C3ertification r al h reby 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. either ' those J heYHenry D. el on Registration 255 Date:0210312008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: DrawnMFH ApprovedON Book / Pag8T7/60 Phase: Initial ISSU02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title Boundary / Topographic Survey Sheet NumbERevision 1/1 Project No. EDE17481 1 r . Ww z Cr 4 00 3$�N z, z KNOW ALL MEN BY THESE PRESENTS: That David A. Stockdale and Jane K. Anderson, husband and wife, fee owners of the following described property, and Equitable Holding Company, LLC, a Minnesota limited liability company situated in the County of Carver, State of Minnesota, to wit: Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: CITY COUNCIL Chanhassen, Minnesota This plat of AUDUBON CORPORATE CENTER 1ST ADDITION was approved and accepted by the city council of the City of Chanhassen, Minnesota, at a regular meeting thereof held this --------- day of __________________ , 20____, and is in compliance with the provisions of Minnesota Statutes, p " X WETLAND \\ SCALE IN FEET Section 505.03, Subd. 2. 1 Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, y. 0, \\ measured along said west line, southerly of the northwest corner of said North Half of the Southwest CITY COUNCIL OF CHANHASSEN, MINNESOTA i o,�S 00 \ O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 SET AND MARKED BY LICENSE NO. 17255. degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 By ----- ------------------- , Mayor By _______________ . Clerk seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 49 DENOTES 1/2 INCH IRON MONUMENT FOUND. minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the 50 \r�\ Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence COUNTY SURVEYOR BEARINGS SYSTEM SHOWN IS ASSUMED South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of Carver County, Minnesota 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 \ 4 _ minutes 01 seconds East, along said west line, a distance of 615.32 feet to the pint of beginning. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this --------- day of ' \\ Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. __-_ , 20___- 0) \ Have caused the some to be surveyed and platted as AUDUBON CORPORATE CENTER 1ST ADDITION and do N� \ T/ hereby donate and dedicate to the public for public use forever the thoroughfares and easements as shown y�ifle By -------------------------- rn \ on the plat for drainage and utility purposes only. Jahn E. Freemyer j \ _ �ifl• Carver County Surveyor OD \ \ if In witness whereof said David A. Stockdale and Jane K. Anderson have hereunto set their hands this \ tPS - z----------- day of ------------- ` 20---- ' \ ,• COUNTY AUDITOR/TREASURER SIGNED: David A. Stockdale and Jane K. Anderson Carver County, Minnesota \ l \ -------- ___—_------- I hereby certify that taxes payable in _—___ and prior years have been paid for land described on this \ -------------------- \ David A. Stockdale Jane K. Anderson plat. Dated this _____-_— day of — ------ ------ \ STATE OF MINNESOTA Laurie Engelen, County Auditor/Treasurer N39054'29"E 384.03 \. 4 COUNTY OF — -- w3 �N �w o� W Iy Z O J H N V\ z I 1. 1r— . 1 / — r\ n r— r\ r\ r9 —r 1 r r\ 1, �1 n \ I\1 1 n n, f♦ \\ r / f / /^\ F! K/ L V L— I \ I \ L— \/ L/ \/ I/ 11 V L— I/ I/ I I \ 1 \ I \ I I I I I \ / L/ 1 \/ V The foregoing instrument was acknowledged before me this --------- day of 20____ , by David A. Stockdale and Jane K. Anderson, husband and wife. Notary Public, County, Minnesota My Commission expires -------- — __ , 20____ SURVEYOR CERTIFICATION I hereby certify that I have surveyed and platted or directly supervised the surveying and platting of the the land described on this plat: this plat is a correct representation of the boundary survey, all mathematic data and labels ore correctly designated; all monuments on the plat have been or will be correctly set within one year; all water boundaries and wet lands as of this date are shown and labeled; and ail public ways are shown and labeled. Henry D. Nelson, Land Surveyor Minnesota License No. 17255 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _-___ 20____ , by Henry D. Nelson, Land Surveyor. ------------------------------------ Notary Public _________ County, Minnesota My Commission expires ______—_—___-_______- , 20_—_ day of 30 COUNTY RECORDER Carver County, Minnesota I hereby certify that this plat of AUDUBON CORPORATE CENTER 1ST ADDITION was filed this ____ day of ------------ ---- 20_-__, at ____ o'clock ---M. as Document No. _______-_-_-. Carl W. Hanson Jr., County Recorder By Drainage and Utility Easements are shown thus: - H �-5 5--IrL - 1-10 10-1 I --I- I - NO SCALE Being 10 feet in width and adjoining right—of—way lines, unless otherwise indicated, and being 5 feet in width and adjoining lot lines, unless otherwise indicated as shown on the plat. McCOMBS FRANK ROOS ASSOCIATES, INC. PLANNERS, ENGINEERS AND LAND SURVEYORS EXISTING GUARD RAIL I � x962.2 \\ xre '\ \ ` \ \ \ \ \ \ \\ \ \ ,\ , \ \ . r, `\ .\ee\\ \\ \\ \\ \ \\\ \\\\\ \\ \ \ \ \\ \\ \ \\ x943.4 19 4\\22 25 947.4 \\ \ I />944.3 / 1 1 =961\4 \ \ \ \ \ \ \ \ \ \ \ \ ` \ x942.8 \ / l / I � ,'x948.0 /' /' EXISTING BLACK �6015 \ \\ \r . \ UtiIRE RU1W1N0\PAD DIRT PILE TO \ \ \ \ \ \ \ \ lo_ 1 BE REMOVED \\ \ \\\ \ \ \ `F{1:._ fy{/�I\ \ \ \ \ t \ r x943.3 � / ' / / i i /l 9.4 \ \ \ �•p / / / / / / / 1 \ � \\ \\ \ \\ \ \ \+ \\ x943.2 IRE / a /' ! � ' / \\ /A62.0 x961.6 -94a .96?v x944 ! ' 7 /' x94!&8 959. I 11 x9fi1T\\ / 11'\ \\\\ \\ \\ \ \\ \\\ \\\ \\ \\ \\ \\\ '\ i ' I \\I `\ `\I \ \\ \\ 38.3 It ; ) ' as_o / ,' CONCEPTUAL POND 54 /' - 4 \ \1f946.0\ 1 \ 1 1 I I 11 ! / x 4 .2 + 9415 \ `4rc\` II \ \ 1 \\ \\ x96x9641.0 . I C5.34 16 PSX / :a 4 48.e \ 50.75,, I o \ 11 \ \ \ 938.3 50.50 IJ�\v�-9`\ 938.5 .4 960.a >� : l 1} I I I I' I `.I 511.75 .20 � • y G . �80, .9413 ,/fL938.4 51.40 x950.5 946.7 / JJ 96 / 3 11 A I -__ i =93 ' „ 7� 1 9.5 x95 - --.- - f, v' ACC S6RY S,44TURE S 4�1/ LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> SANITARY SEWER > 0- SN p FORCEMAIN (SAN.) C)-- > FM > -Q o--> ru > Q WATERMAIN H--- I04- EASEMENT GAS LINE UG - ELECTRIC UE TELEPHONE UT 9X2.5 96X.5 SPOT ELEVATION CONTOUR 902----902----- RIP RAP OVERFLOW ELEV. tvr XXX.X Engineenng • Punning • Surveying oo�' FRA McCombs Frank Roos Associates, Inc. 148002ftAvenue NbiV?, Suite 140 P6tn0u77 • Mrr &-90M • 55447 Phone: 763/476-5010 • fax 70476$532 webslte: www.rnllacom Client Eden Trace GRADING NOTES 8156 Mallory Court 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB ENCCtIVS%gEMN 55317 2. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Ul LITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT -800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERG OUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFL T WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FO RO _1 ANY ADJACENT ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. J GENERALLY ACCEPTED CONSTRUCTION PRACTIC 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE O SIBLE , T T Q FWITH WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF LL S N t r i b u to rs PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NO E T WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY M ASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIR MENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE ONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: €! 8" ITA I 51. /r" I ! / � ; COMPANY , : . j 1C"L;;: / I I / I I / /� ,/'/ ADDRESS: Location _I _ /� - - - - - - i� // PHONE* DAT-- r -� / ND BUFFER 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 955. 946 954.a 1_a 51.20 - - r -` + - / / /' 51.95 X / 2p• Audubon Road FUTURE BUILDING �' /' / I 51ti70 \ '. x951' 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PAR ING AREA SUBGRADE. / i / N. / _ & ,PARKING -EXPANSION ' / '� I - / `� THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE EST ROLLING SHALL '7 x9 S '9' I 0 ` AI x951.8 1: I l 9 4 9 r /AREA- GRADE TO D / .9506 BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE S ILS ENGINEER. THE 'F5'xt• / / x945.3 \ I Z.A i4LC _ - / ` ` / J SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CC RRECtIliNOaseen, MN 6612 CURB & I \38.4 SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEE . GUTTER-(Pf� of / \\ SAWCUT BITUMIN US r I ' ry \n ' \ ` 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES S CH AS BARRICADES, 4% -. J ' x949 `�`v I xgsl 7 / x950.�'r I / \ \ WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHE E NECESSARY. TRAFFIC MEET AND MAITTCH I I / 52.90 I 1 I N r 1 \ \ CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STA ARDS. kCK OF CURB EXISTING PAVE NT D 5t8o - X PARKING LOT CURB & GR DE T o "I 0c P / '?, k I \ 1 1142.8 � EXIST, EDG ` 'R 10. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT A OF PRIME CONCERN ENTRANCE o s I 1 2.90 5p, g0 I EX WI _ TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SA D TO BE SURE THAT \ .. Q - - ,.I I I \ ED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTIO IN WORKING ADJACENT EQUIPMENT IS NOT NEEDLESSLY OPERAT I TO TREES SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OFT CONTRACTOR'S 94:2 EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE T ES x9 ,� x ' 1 , r �\ \ �°-Y--- BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LI S, , Mfleati o n ,54 1 p -- - - _ -- `-� 938'4 SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING AS CONCRETE DRIVEWAY Jyi r' •�\ `--- -_ -`- ' I �!,.if551(p� /' _ � S!d '`.� \\ TW- .rl e / _ NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICEsHTl�g�t this plan, specification or report APRON (SEE DETAIL) ' /' / I 2 Q NCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. > , - xss . _ '4 ,- \ 4 e 82: =94T,0 __ s prepay by m my d supervision 1 _ _ o ��r \ was prepared a or under direct _ I ' ' that a {ul Licensed Professional ENGINE:, I o // I , \ - /� , i' _ it �• I ( E 4 .t, \ -9 \ ,,•3lx\��xa4,"�P / - 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITE TOVIL'AN6 HER' y C' NSTRUCT PED - - k 4 k ! C F` - �} q f \' 93s.6 MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPIL GEW4AJh1�/,43NI6(9i°the State of Minnesota. RAMPS BOTH SIDES � I I � / � ,__._ _/ t f � � : Iv� � "�I � r � . M ' ` L,;AB<-BLYjC�F ! I / OR OTHER TOXIC MATERIAL THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN ARE DETERMINED ON -SITE y / \ - t I-. G % \ QQDDUU rr _-� _ / .5 BY THE ENGINEER. \ RET�IAING __ 95 r ; t • 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRU TION PERIOD. O_ O 0'at \ \ '\ ` _ - -- - _ ` _ \ 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DE GNA T iedel x 4 6 9 �-r � r Lce� . \ .3ci.e� \ THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCE TO OIL HALL o � I 1 t' � �A YV B.O \ ` PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONT CTORSi'fAyrHALL Y4S4 Date: 952.4 I -- - -- - - -- - \ 52. \ Q CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS ER I I 1 Y `• t� 1 x954.5 . 945: 9 IffJlE961T,Q.AGad us for a wet signed copy of this plan which is tQ EXISTING / I /� 51.70 52.00 ' /'� 'sk ; `� _ `\ , X X' \ \9q - , I 1 ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. available upon request at McCombs Frank Roos Associates, Inc., _ , / _ _ _ , 5': 57,.90 _ s �� _ \. I I Plymouth, MN office. 24 FOOT WIDE _ 953, 930 = 6 - I 1 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMP OF GRADING HURCH DRIVE 1,9� -s%30 rip `r� ([ pI'I AI(+ 949.=, TW- 50 INCLUDING `PROPOSED BUILDING X52.90 \\ �, - �J3�D o, \ \ 1 1 I I ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLE NC '� ! - i _ \ 1 1 1 1 \ 938.7 LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EX TI 949.4 - , _ _ _ _ + \ \ THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATION , T 51.900 - s2so FFE=953.00 X INSTALL NEW 6618 CURB 9sta g " 49: \ 00 \ \ �7 48 REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELO TH E. Drawn J & GUTTER. MATCH _ ;_ 51.30 _ - ` 1 ' I ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER TH N MA ON 22 51. 'vg Al + x9sa.a °' \ �`� j / ' j OR TO THE REQUIREMENTS OF THE NEW WORK. Approve R Book / Page: EXIST, G CURB GRADES- a } RETAINAING WALL pP� 9 x94s 02• 1 x4 / - +�a�6 ` `JJ 1 i POND EXPANSION AREA 15. TOLERANCES PhaSePRELIMINAR Ynitial ISSUe12/15/2008 S�4WCUT BITUMINOU x951,1 x954.3 EXCAVATE TO EXISTING POND MEET AND MATS.` I C \;�• _ _ - , = / A •• I 'I + vI vv V I�, BOTTOM, ELEV=935.Ot a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT AB VE, I O nHis tOry EXISTING PAVEMENT I 4AV x955.5 + j 4 .70 NWL=938.6t BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. No. Date By Submittal / Revision �4 R ,-o // �h - , - _ _ �/ ` - , `ro4,l 1\ I 1 II b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE T N O.b5 F0ZT9WD\WJJ Grading, Erosion Control & Site Plan R - 1 i ! REM I XIS ,i ' 4y ' x95 ,.952 OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 50.70 _ yC x950/3 a AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE EQUIRED ELEVATION, x CONCRETE PAVEMENT °� '4 - ` \ \t 1 UNLESS DIRECTED OTHERWISE BY THE ENGINEER. B T2 CURS & / tl. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. - � osp17 aE g_>, i G TER TYP \ ( \) \ / e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CON RACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR MPORT SUITABLE !I 1 x951 5 52.00 90 \ \\ r ; MATERIAL TO THE SITE. x952.3 5�' /"/ �, v •�'" 13 v 1 1 V I t -- 1 52.90: I I I� 2 0� 47.30 - " 6 �` 16. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 1. I ss, 1.00' / 49. 8.0-0 X 0'L1', 46.25 9s.1 17, THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMF ETE THE SITE GRADING ff! / 95D.4 O g'- 5 ,_-_ _. .. - 24 SPR I 28'S1 2' .20.X� ., _ .. _ 95 - -� _ _ _ _ c -_ - _ -_ ! I / � I . \ \� 938.7 x �\ � \ �` CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR NITRACTOR SHALL HALL POST WHATEVER•0x'I _ /' `�� SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF CH ROADWAY. 1lII ' _---- --__� -_ __ _ _ -- -- ''� _ - _. - ' ` --jj�- / � x9447 I DISTURBED THE WET WITH 6TO 12 INCHES IOFIORGANICSOITLAND LS, PREIFFERABLY SOON AREAS ILS THATD ANY WEREPRDEVIOUSLAREAS YrREMOV D FROM WE BERM,LANDS 3ITHIN HNL __ 950 _.____ -- -__-' _ ` ,-� ,_- ' ` ,_ IN THE WETLAND MITIGATION AREAS / - _ - - - - -�Title - l-' _ _ _ ,' - -_ _-_ _, , �_ � ABOVE THE NORMAL WATER LEVEL SHALL BE CORPS OF ENGINEERS MEA4�� ` 1 I _ _ _ _ -9a9 948 - _-- _ - r - - _ -. _ -- -- _ - _ - - -' __,- f�' MIXTURE MN/DOT SEED MIXTURE 26B, OR APPROVED EQUAL. THE SEED SHALL BE WATERED UNTIL A HEA ISOBTAINED, THY S F I�p^p I N G PLAN , -- - - - _ -- -- -- SAWCU7 BITUMINOUS (y lip .' I ' �) MEET AND MATCH' EXISTING PAVEMENT ; CURB & GRADE i I I 0 30 60 Scale In Feet Sheet Numbdwevlslon C 1 Project No. EDE17481 O 0 I Co /l L1_ e L1J 1 L1J LL• ' to ' ' • = O .v\ O / LIJ .-. to I / Ie I J -✓ i-i ,1- --1 T /' q T LLI N i ILLJ O W ly Z p J N s W I 3 Z i O . \_. - e\ �� \�I / / / / �/ice// .♦n♦ •.e •A. /i//S �� � mow„♦„ `� \ -_ I A, _- ` 1 14 ..,.fAAN `\\`\\\ 1 I i � I I �s ` +•v \` `\ \� \\\\\ �\ \\gyp\ �\\\ �\ i ��\ f I ! 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'i /\ d i 1\ 1`\ ]\ \\\ \�p�ti ./' - �I ' 1 ` W .,17§Ji48�j �S�.QF. �" 1 9 \°Elr� \q• i D RLS - I/SILO;,/ 4.14 ACRES--'' `\' al I \ l 11 I \ `\ •R•f .` _ ,,, \17006/ 9LO w ifi.9/ rw I C \-/ Ilasde \\ 1\ \ a♦u `\\9° 'r/ ' it No A %ISTNG._--_-____� ow H12 \\ \\`� \� 9°54'4p[W � it 1 I �e�p / \ \ ♦ �� _ ax, \ `� \ \\ ` \ �� aue >� i-���'`/µ{ 6422 ` 1 \ '�YeMa �/�` �c J.—• Irfil 1 1`\ �s,' s \ \ \ ° Oy` as,s 1 s\ \\ `\ \�\\�`\`-_ .Wf W r 0. IT �Ktl I• _ s I I 1 BIIUMNWS ass `\`\ \ - -4 d c I du�rs cs i ° — — — `, r4sn sNro `� ��` O NI ` \` I \0i 1 1 / anMwas / 3`' \ I < easy \ J% \ 1 'R\1\ I) I / 1134 Z ' I 1 J �rt�11p N,"I I Iy III , T k o\�\ e , am♦ s,.,/ • 1\ d' N Qhl NI\ s / y EN snxc to \% \ T I I "" •'''- /' /,,INF; d , -' \\ \ \ Z W �/' I I 1 I1111 as5 ' asu \ \\' a iB. xe FENCE revsNORTH % \\I as+e \ \l .♦>I I I\\ I\\I\\\\I\ asu /'/ // >y� \\ ' i y1c' OF PROP. LINE i°'u I\, / ex♦ I ' --'//'A!' 1 \ gy /' / / / fi r� miw esu @-_i' / I N MOGN 1.2 FT ------------ ---- — — — — i \ — — — — — — ------- — ----- ----------.e,--------------�—�$��54�T�`— �—� �' — ' -- — — ';.—' 17006 - — ------ '-----__ / --------------°u--------------------------------- �,___------------------------- ''----- - -- ,- - ---------------- - 1/ r- s 1 I Y r- / r I r n r/� / r v -I- n r F- 1\1 I /n\ K It ,< I I L_ V L_ / . I \ L_ I/ Ll 1/ 11 V L— 1/ \/ 1 1—rl \ \ / 1 I\ / \ L/ LA 1 I BUIau'S-O OMO LEGEND • FOUND MONUMENT*— I WATERMAIN - — — — - EASEMENT LINE O SET MONUMENT @— > SANITARY SEWER - — — - SETBACK LINE EM ❑ ELECTRIC METER Q—»--- 0 STORM SEWER RIGHT OF ACCESS �E LIGHT U­» --< FLARED END SECTION CONCRETE CURB nc AIR CONDITIONERS--- uE —M ELECTRIC TRANSFORMEiK�— BUILDING LINE TP GUY ANCHOR ©-- ITT --0 TELEPHONE PEDESTAL--------- BUILDING CANOPY GM HANDICAP STALL ©-- uc —® GAS METER BITUMINOUS SURFACE tQ UTILITY POLE —ow OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST o CHAIN LINK FENCE LANDSCAPE SURFACE • BOLLARD IRON FENCE • SIGN —X— WIRE FENCE 1 0 ; DECIDUOUS TREE --o WOOD FENCE 4V CONIFEROUS TREE DESCRIPTION Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, described as follows: Engineering • Planning • Surveying Is Frank Roos socialles, Inc. 14800 2EM Avenue. Notl1, Suite 140 PynmuBl- Minnesota • 55447 phone: 70471 10• fax- 7=476t3582 webste: wWw/rl racorr1 Client Eden Trace Corporation Chanhassen, Minnesota Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assu ned to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, distance of 550.00 feet, thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, distance of 180.00 feet, thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the sou hea right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, pag oject thence South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distan a of 260.00 feet to said west line of the North half of the Southwest quarter, thence South 2 degrees 11 minute 01 u d u bo n Corporate seconds East, along said west line, a distance of 615.32 feet to the pint of beginning. Subject to County R ad o. 17 over the westerly 33.00 feet of the above described parcel. Center 1st Addition PROPERTY SUMMARY TOTAL SITE AREA304,740 S.F. (GROSS) LESS RIGHT-OF-WAY31,555 S.F. 273,185 S.F. (NET) LOT SUMMARY NUMBER OF LOTS2 AVERAGE LOT SIZEI:36,593 S.F. MINIMUM LOT SIZE94,038 S.F. MAXIMUM LOT SIZE179,148 S.F. DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UT WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER PONDS. VICINITY MAP �-�-- cgrxx "u�^�' 1 � NO SCALE LIME C/, SIT sn� •o R.c s alp xti• UNE ` �•, ,/''/�� ,'tI�Vio�.-Y17 IM IS • ,0.F 0 50 100 Scale In Feet Location 8301 Audubon Road Chanhassen, Minnesota Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision F_ 411M a duly Licensed Professional ENGINEER LuDOsARde laws of the State of Minnesota. David Roedel Registration No22434 Date:02/15/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: DrawnMFH ApproveldtDN Book / Page77i60 Phase: Initial ISS UO2/15/2008 Revision History No. Date By Submittal / Revision Sheet Title PRELIMINARY PLAT Sheet NumbERevision 1/1 Project No. EDE17481 Englneenng • Planning • SLuveying x940.4 ; ' .9 i J � J J ; 935.4 / / x93 _ C CEPTUAL NURP P D FO FUTURE DEVELOP NT 1,3 EXISTING GUARD RAIL x939.6 i I / 1 / I 047 d � , , , , t 48.3 ( x)47.4 1x948.0 11944.3 �// j i , ix9 9.4 447,1 x947.9 \ \, 938.3 �, "o\ I s , x 4 \\ \ x943.6 / I I x947.7 i 1.75 3.3 -J51.20 011 .2-80 x941Z I I I i iI x941.8 / 946.:' / / 7 "�6X 94 AA LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER ♦- » . C - SANITARY SEWER > 0- sN --0 FORCEMAIN (SAN.) Q->FM>--Q 0- > M> 0 WATERMAIN �� -♦ D° -- - --� EASEMENT GAS LINE UG ELECTRIC UE TELEPHONE UT -- 962.5 962.5 SPOT ELEVATION X x CONTOUR 902----- 902----- RIP RAP q* OVERFLOW ELEV. tur XXX.X GRADING NOTES -� 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER 2. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE ( WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACT SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PR, IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DUI CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO TF PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRA( SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROP PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING H OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPOfi COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: Al, McCombs Frank Roos Associates, Inc. 148002ft Avenue North, Suite 140 Rflnouth • MmneSM • 55447 phone: 7631476-6010• lx.' 763/476-85.32 webste: www.mfracom Client Eden Trace ..8156 Mallory Court IMQhalnhassen, MN 55317 AND/OR R FAILURE TO THE Project WILL BE DURING istributors i'S SOILS FOR Location 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. OR TO PLACEMENT OF THE AGGREGATE BASE, A TEST LL WILL BE ED ON THE STREET AND NG AREA SUBGR kOE. 8 COINTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUOCK WITH A GROSS RWEIG T OF 5 TONS. THE TEST IROLLING SHALL E AT/RMU d u b o n Road DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS El GINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHA BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICA S, Ahalnhassen, MN SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CC 4TROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 10. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONC =RN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQL PMET IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. OULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL TAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHO D THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATEL AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUTA JTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND N SP L PAYMENT WILL BE MADE. er} ification 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND O HERIyJcertlfy that this plan, specification Or repu't STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT' OF THUM'gq ared by me or under my direct supervision MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENG EEland that I am a duly Licensed Professional ENGINE[ 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. Under the laws of the State of Minnesota. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE ITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE I CED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT EAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED T MINIM M DEPTH OF 4 INCHES. David A. Roedel Re 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, 1 LUDINE,gistration N022434 Date: ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVE S OI#9pdi*I4e, contact us for a wet signed copy of this plan which is BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE B N Fff"126 upon request at McCombs Frank Roos Associates, Inc., GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREA HA-PkffLth, MN office. BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED I Y THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREME S Or"ME NEW WORK. Summary 15. TOLERANCES DesignedtB Drawn:IJ ee^^ a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOO BELM1141OVed1R BOOK /Page: PRESCRIBED ELEVArION AT ANY POINT WHERE MEASUREMENT IS MADE. PhasePRELIMINARtnitlal ISSue12/15/200B b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT AB E, �GV I s i o n History FOOT BELOW. THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. No. Date By Submittal I Revision c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVA ION, U « DIRECTED OTHERWISE BY THE ENGINEER. 1 02/29/08 ZE/JJ Grading, Erosion Control & Site Plan d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL NSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TOT SITE. 16, AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 17. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GF ADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHA L COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURI , AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION AREAS AND ANY DISTURBED AREAS WITHIN THE WETLANDS SHALL BE RESTO ED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN TH WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE CORPS OF ENGINEERS WET MEADOW SEED MIXTURE, OR MN OT SEED MIXTURE 26B, OR APPROVED EQUAL. THE SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. Sheet Title NORTH LOT GRADING & WETLAND IMPAG1 PLAN Sheet NumbERevision 0 30 60 C 2 Scale In Feet Project No. EDE17481 Engineering • Planning • Surveying 23 E 6. CHAPARRAL CT. S 2 3 "'✓/.�.P t�l" 68. NEZ PEACE C. I p9aE Cr�,P ¢ S�gfIP -SRN g 2 R. 69, Piton BAY Sa, t ct 4�N 4 ( Lake A � 71 SADDLEBROOK PASS '" y TR. �-' MAJESTIC WAY \\ �/ -3. BELMO T A.. OOK i 1iN HILL A - JS 9 \�`� ]3. DERBY . e4 w E JAY CIR. m CT, y� 74. DERBY DR. SA➢➢„47fjIR E� i 76. CANTERBURY CIR. A CHIPCT. a UBON CIA. g,P �` " s !� t� ]6. PREAKNESS LA. � � � CT. N L CIR. /NKER ST. i �� 77. PIMLICO LA. °° Cp. -o n TRIDGE CIR. �1PlUT CURIE 3 78, LAREDO LA. �P ` TETAIL RIDGE T. � CLl R CT. C HAN SAS S E N 79. TROQUOIS ST. DR. INE CIR. ^ Nl so, SANTA FE CIR. w l2b P Z O ASANT CIR. RR�7.-, ,�., DODO POP. 20,321 109, SPOONBILL CIR. a 122, JfR � ye NGTON CT. RANEBE 112. NICHOLAS WAY { V, V L AGE R 117 VA Y I9 'v HICKORY WAY150. WATER LEAF P t7 SANTA 112. 121. KIMBERLY LA. tyc BLUE SAGE LA, 122, KELLY CT. + CialL D Lda 150 V. r 713�h L7Ty HO.II --_ARBOR- ST. CENTER DR. BL V PARK i 19 z " DRNN CT. ¢ PICNH DR, rc OULTER i .rc WLTER W0.IpG p C 31 V➢, �_.-A 4w AN°REV �- P q cr. I10. SUEOLK L /yT1MBLRxt$7p $ FI11. ESSEK RD. a R L 9 PG�P 123. POWERS PC. LUKE1,� OAK RIg1L q 'D DR. RfUGEUQD!J BRIDLE n e CR 3 w `?0 CREE VIEW e�i� LAKE CT. CREEK BRIDLCM RENA15 SANCE STI 0111 c y .Ltd N TR. CIR, CREEK CT. C 6 k 0.G rc VSAN y 133. 134. b1v ^ R 9- O� 4r Lake o9 c`asE. J• N OS ft <s c ? A \ LAKE O OOVECT. 109. BLVD. z Ly a W F\'r 'YCy u ¢ Q i M �TLaRo,v- t ST7sAN�ti p. Ia { \ Cf L 106E TR. : _. J n d° TE VD. N. TIT 1 ¢ 0.E� 4� 'rI °mac 4LLScAi i �A R23V VALLEY h OSR THRIIIS �` ty= N. q\ 1615 y /DGE ¢ CT. 10. �T✓'i+ ¢ a PI'22 PL, DR. 14 Y. J �� qF ♦ c, JS a 2J12. >rc �� BARBART. '� S`1SP�`�s, j T116N RE CT. a S 107 DR. LrnaM BLWn. 18 ( fHP1�V N ➢. '-24. MAYFIELD CT. 125 MISSION HILLS DR. 126. RISCO CT, 4, I 127. MISSION HILLS WAY W, 12B. BLACKBIRD CI, Haze I n e 129. HEARTLAND CT. T316N R23V 130, MISSION HILLS WAY E. 22,23 VICINITY MAP NO SCALE EDEN TRACE CORPORATION 8156 MALLORY COURT CHANHASSEN, MN 55317 TEL 952-361-0722 FAX CONTACT: MARK UNDESTAD ARIPIl FI'T HOUWMAN ARCHITECTS 1159 PIKE LAKE DRIVE NEW BRIGHTON, MN 55112 TEL 651-631-0200 FAX 651-639-9726 CONTACT: BRIAN HOUWMAN SHEET INDEX CITY ': CEIVEDSSEN FEB 15 2008 CHANHASSEN PLANNING DEFT CIVIL ENGINEER MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JERRY BACKMAN CIIRVFVr1R MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: TRAVIS VAN NESTE LANDSCAPING MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: KEVIN TEPPEN SHEET DESCRIPTION CO TITLE SHEET Ci GRADING PLAN C2 NORTH LOT GRADING PLAN C3 UTILITY PLAN C4 EROSION CONTROL PLAN / STORMWATER POLLUTION PREVENTION PLAN CIVIL DETAILS C5 Li LANDSCAPE PLAN L2 LANDSCAPE DETAILS L3 TREE PRESERVATION PLAN PHOTOMETRIC PLAN BOUNDARY / TOPOGRAPHIC SURVEY PRELIMINARY PLAT FINAL PLAT FRA 'ombs Frank Roos Associates, Inc. 14800287tAv&7-eNonh, Su* 140 Plymaah • Mnnesola • 55447 phone: 763/476-60110• tal 7MI476-85M Mom: www.mAa.00m Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JR Drawn: ii Approved: DR Book/ Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision His - No. Data By Submittal / vision 0111111111511151 I IUG TILE SHEET Sheet Number Revision CO Project No. EDE17481 Engineering • Ranning • Surveying EXISTING GUARD RAIL CONCRETE D APRON (SEE SAWCUT BITU MEET AND EXISTING PA INSTALL NEW B6 & GUTTEF EXISTING -URB SAWCUT BITUMI MEET AND b EXISTING PAVE I 17947,4 5944.3 ,1x948.0 j / / , ' 9.4 ,447a r r --_____= ------------------- ------ -�--- ---- ---------------------------- ---- --- --- --, -* x --- ,,bu 46.15 `. I \` I I t\ I�-ICI I \�� 1- ''•1 !CK / 'AND BUFFER I / 1 POND EXPANS10N AREA EXCAVATE TO EXISTING POND BOTTOM, ELEV=935.Ot NWL=938.6t BLOCK G WALL TW=945.0 BW=939.0 LEGEND CURB & GUTTER STORM SEWER SANITARY SEWER FORCEMAIN (SAN.) WATERMAIN EASEMENT GAS LINE ELECTRIC TELEPHONE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. PROPOSED EXISTING > ----o C)-- sN �J 0->FM> 0- >rv> ----- p UG ----Or, UE UE UT -- UT 962.5 962.5 X X 902 902- - - - - PEOF XXX.X GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNERS SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: T THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 10. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATE" UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL To THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE of ANY "WASHOUT" OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSmON AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15, TOLERANCES a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 16. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 17. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION AREAS AND ANY DISTURBED AREAS WITHIN THE WETLANDS SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SO'LS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE CORPS OF ENGINEERS WET MEADOW SEED MIXTURE, OR MN/DOT SEED MIXTURE 25B, OR APPROVED EQUAL. THE SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 0 30 60 Scale In Feet FRA tombs Frank Roos Associates, Inc. 14800281hAvdxne/NaCL Suite 140 PlyrrXxNT • Mrrtesolla • 55447 phase: 70476-6010.16x' 783/47/6 8532 websile: www.rrtacovtt Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title GRADING PLAN Sheet Number Revision C 1 Project No. EDE17481 Engineering • Planning • Surveying I EXISTING GUARD RAIL CONCRFTE DRI APRON (SEE Of SAWCUT BITL MEET AND EXISTING PA 1;962.4 / q 935.4 / / ' ,� � ,X9 K939.Z35 3 x933.1 / 9 `T <18�. \ CJCEPTUAL NUI�P P D ' F!KFUTURE DEVELOP NT / x93K1 y , PR POS WETLAND /ep,!:'%e�i / \ IMP TA EA. 9.7 o. .939.8 i EXISTING ED x94o. Ix9 -- _ QFoWETLAND \ 6Lc / ry 2----- \ .9 I 111191I 11 I / `------------�--- xs r. 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'T,- --I� I- T - r -I - T_ -I- -T - T- 1\\ T 9' sss v9 ile i 1 �9 52.80 / I/ i /�I i ,A� // 1 i I I I xs .3 J x96e.a x9sc.e 96ae I i /) i/ /7 1' 06 7 '// r I/ �.6 V I I II I I I I I I I I xsas�e I\ I 1 x11.75 7' I I I 1 • I ! �"LOC I I I 956.8 �II x954. 1.� 1A5 /J95 ' t� 1 I � 0 ,L , i/ T FTI SR- x949 x949.6 / / x950.5 \ \ \ \/ x9467, .9999 "4- x950.7 9Ilor \ II 11 K94) 5 x943.8 i \1 3 2 0( 2•BO ; z941.a x941.8 i a 1 •g6x N AC �6RY / I Ksy N\ SEC � K LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER -» C - == - SANITARY SEWER > -♦ C)SN O FORCEMAIN(SAN.) 0->FM>-Q0->->-� WATERMAIN ►� I -♦ EASEMENT GAS LINE UG - --Uc ELECTRIC UE ----UE--- TELEPHONE UT UT - 9GX2'S 96X 5 SPOT ELEVATION CONTOUR 902 - - - - - 902----- RIP RAP OVERFLOW ELEV. mmito XxXX GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY To AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW of THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. & A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. B. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO AP'ROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 10. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT PROJECT ADJACENT TO THE AND/OR T ARE OF PRIME CONCERN TO THE ! C CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE To BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED ,.UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11. ACTIVITIES PROHIBITED OUTSIDE of THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT" OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF 15 TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. FINISHED GRADING SHALL BE COMPLETED THE CONTRACTOR H 14. SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR To THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY MORE RE THAN 0.05 FOOT ABOVE OR 0.10 B 0 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 12 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 16. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 17. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION AREAS AND ANY DISTURBED AREAS WITHIN THE WETLANDS SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE CORPS OF ENGINEERS WET MEADOW SEED MIXTURE, OR MN/DOT SEED MIXTURE 26B, OR APPROVED EQUAL. THE SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 0 30 60 Scale In Feet M I I FRA McCombs Frank Roos Associates, Inc. Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: ii Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title NORTH LOT GRADING & WETLAND IMPACT PLAN Sheet Number Revision C2 Project No. EDE17481 Engineering • Planning • Surveying J a 3 67 Lr TO EXIS IG . - [$5 SANIT Y R A II` O 0 U Z 0 o E S O WAR E U M W J - m ::D D a v Q 0 a d - a z a U 0 -z a 3 a _s I� 0 6-LOC o , LOc 0 e'LOC I I I I I 1\ ✓\ / r I FUT RE BUILDI G PAD I \ \ / r-------------FFE=954:00--- -- � ;. > \ -���--T-�7-T I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ l) I I I I I I l 1- 4 I I I I I ! o f-°TREd I I I I I ! 1 r--- 8" PLUG „ � CBVE �5 8" IPLUG_ NV 94$.251 I I I I I I I I I 18 A E F- 50 MV=946.50 I 1 I I I I I I I I I I I I I I I I I 27 LF 12\' 1 1 LJ-1-L�-L-I-1-LJ-L-I-J L1-LJ-1-I- 1-LJ I 1 I 0 1.005 \ V 0 8 PV C-900 W.M. Imi o----------------------------------- CONNEC o _ < 8" ITA LOC I 8" TER I TO TING 8" DIP1 RVICE •� x 8" PVC -P 0 WA RM IN 8D 0 o Loc LAJ a J o ® I 99 186 LF 15" D E 1.00% CBMH 4 _ o "✓ I �- T- -I- - r BMHT6 ! -r T- 7 f -1- T - F- -T - T- -1 RIME95�5Ui 1 I o I ? I HIYDRANTI xn52.A5 1 1 1 1 1 1 1 1 1 ItJV=9116.28(N)I I I I (n I i , �" VALVQ 10*G143.14 I I I i I I I I I INV6941.88(W,E)l I I \ I > U I IB"x6T TEE ! ! ! ! ! ! ! ! ! - 57 LF 18" HDPE I I ro a 123 LF 12" HDPE i / 0 1.00% 0 1.00% / I SAN-MH 1 -- �--- RIB-----�-I - ---- ---------- w INV=942.25(N,S) - - - r I-T�1N�=83400(W)IL -----------------------------� 1 --8JAE1 i / I -- co 8 61 REDUCER a CB H 7 1 I co RIM 950.70 - I I I 75 f PVC SDR35 INV 944. I r - - � - --� I I1 1 ' 6" SANITARY SERVICE 8" WATER SERVICE 7- - 3 INV=943.00 8 PIV o END 5' FROM BLDG. 8" TEE I O r LOC I �S 0 LOc � r Q 16"-45 r o \ -!� ,o HIRANT 6" VALVE ®^ _ ,24'SPR C' HYDRANT 6" VALVE 8"x6" TEE Q. 12" ROOF DRAIN CONNECTION INV=948.00 8"-22.5' - Rlh =950.50 BEND - IN _ 946.10 CB 9 RIM=950.50 INV=947.20 11111111 Qr AK, NE 00 Y I _ 3 O 8 APP fY - - Z O - c: _ �5' LND� C i CBH 3 !II RIM= 51. INV .31 i D 16-BOX / 1 / ACC SORY S UCTURE V SEC ACK / / r AND \FER 45 LF 12" �VC SDR35 013.00% EXISTIN EDG O j ! OF WETLA D CBMH 2 I RIM 951.35 \ o!- INV= f6.65(W) INV=939 944(N,SE) \ / xy BOX \ ®y W FES V;9439.00� PROPOSED BUILDING FFE=953.00 'e • 8"-22.5' BEND ``w' i. I 2ESPR ;�rL[SPR-j/14'SPF- O.- I ! I I ! I 1 I CUT -IN 8" TEE ON EXISTING 8" DIP W.M. 8" VALVE EXISTING HYDRANT I 15" FES INV= 39.00 7 IF 12" HDPE ® 2.00% CB 1 RIM=J44.8O INV=939.15 I LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0-»------ SANITARY SEWER 0- i -� 0-- SN ---- 0 FORCEMAIN(SAN.) 0->I>­00->ti> Q WATERMAIN ►�- I -� ^� EASEMENT GAS LINE UG -- --- ELECTRIC - UE - - -- -•- ---- - TELEPHONE UT -- UTILITY NOTES THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 4. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 6. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. 7. ALL WATERMAIN TO BE PVC C-900, WITH 7.5 FEET MINIMUM COVER. 8. ALL STORM SEWER PIPE TO BE DUAL -WALL HDPE PIPE (ADS N-12 OR EQUAL). 9. RIP RAP SHALL BE MNDOT CLASS 3. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. 12. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 43. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF AI. L PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 61NCHES OF TOPSOIL PLACED BENEATH THE SOD. 0 30 60 Scale In Feet RA Is Frank Roos sociates, Inc. 14WO 2EM Avw-e N01M, SUL- 140 Plynlddh • Mln MM • 55447 phone: 783/47OW10• fax 763476-85M websift. www.mfraoom Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us fora wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc.. Plymouth, MN office. Summary Designed: JB Drawn: JJ Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title UTILITY PLAN Sheet Number Revision C 3 Project No. EDE17481 Engineenng i Punning • Surveying 0 En 0 w z� / O LL. I Z \ / IIJ TYPfSIfNd' CONP�Or SILT, 6 / Sa - le 4 - % - : X I t = �P 9I i I i ROCIi C STRUCTIO ENTRANCE - 2 I EROSI N CONTRO ON SL PES :1 0 MN/DOT C TEGORY 30 TYPE 1 E f COI�TR?L SILT \ \ EROSIO�TROL BLANKET ON SLOPP S :1 OR STEEPER N 0 OT CA ORY 3 'E UA MN/DOT � Q TYPE 2 ER'QSI ,TYPE SILT NCE e .I ri lil + / / 7 Fri `,I\p, \` �\ 1,, ++•\\ 1'+ I \ li i, • ff'/' ) su �Y. �`t``\\\\`I,`+,\\```t+`a\\•„y.I \` `ii ; i 1 ' I -_ I (`\`\``T�\I `i `,``1\\`i J•````+\`�+ I - `ir3r / 1 1 i `1 \ 1 i Ir -- I 1; I,,ry��'11�If `-- IV /D I I i i z NkN1 Ii I vi seaR / i i i/ 1! Jill ! i / . I 'J' r „ ' 4 i isrr.a s.ad'' .waa I I ,h r/TA-ram-TT� +•' I ,;'I V:�;I;1 • �1°' I '9169 ,,'Il I Ai %il i, I�iX•' V I j%' I I I I I I I I ^'9° I `J �+ i -� I INLET PROTECTION V \ ;_,.-,C.,•,�-lT H�1I l � i/ _-sG- .AiGi L� `i 'I 7'/I(-,Li-------------� i 1 % N I ! ' •a1Ki 1 / r 1 �- -h sa.T Ir / r rr r r I , I0 , r r r , I / , r , rT I - (tliv _ Ir I I i i N E - \ o _ ,aaa4 1 \ J � g __- {S`wvw-_'= O• '°s,, � i j % p sou s �• I .. 0 A{ /' - I ,,'raua Ov a 7. a o _ - � Meaa ,; ,ia., \ � �`>. •� - , slab Ir� IQ _ •� . 0 I iai iae 11 G 0 5 100 Scale In Feet e\ FENCE N t i it'9a i MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 113 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. REACHES 1 2 THE PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH Of SEDIMENT COLLECTED IN THE BASIN/ 2. TEMPORARYAND E S STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIn . 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR T T AN SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS CATCH BASINS AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE MUST REMOVE ALL DELTAS D D AREAS WHERE SEDIMENT REMOVAL RESULTSE L. T REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN 7 DAYS Of DISCOVERY UNLE SS PRECLUDED BY IN EXPOSED S01 HE LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND UT N RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. FEDERAL AUTHORITIES AND RE ERM 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMDTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTMTIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. BLANKET STEEPER 3 OR EQUAL II N 13 LT FENCE I 1 1 \ TYP 2 09& __- - •.4no: CON �6FEN _ _ _ _ aLi: \% Woos -=:•� , ID BB OQ \ `a1Kv , 1 ' TYPE-1 EROSION CONTROL: SILT FENCE I II r SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAMS, STORM SEWERS, CURBS AND GUTTERS.. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED) GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY MFRA. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES of THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN SWPPP IS COMPRISED OF THIS DRAWING EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN THE STANDARD DETAILS THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. T CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPGA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12, ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE To CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS, 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPGA REGULATIONS. 17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 18. DISTURBED PORTIONS OF THE SITE WITHIN 200 FEET OF AND FLOWING TO A SURFACE WATER, AS DEFINED IN THE GENERAL PERMIT, WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3, TIMING OF TEMPOARARY SEEDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: TYPE OF SLOPE TIME (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS FLATTER THAN 10:1 21 DAYS 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANC E WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE 0 ro ATIVE ET COVER. 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAIN G A ,CON A EWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT of THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES. CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" ,j GUNFLINT A` RE FOX 65. BROKEN DR. iI'�CT. � 65. BROKEN ARROW DR. �IVTIPL T°' �Ks � 9R• 2 C) �( F 6]. CHAPARRAL CT. l 4, 69, NE2 PEACE CT. (Q'GAL(�5 � � 2 ➢R. 69. PIMA HAY Tlc q� LY Lake A 7L sADDLEBROOK PASS I L h T3 Cq NA.lcSTIC WAY 72. 72, BELMNNTALAR. ]4DERBY DR. iaa ( z WA• HtLI F YyS 5 . BLUE .MY CIR. "'1 Ci 5' 75, CANTERBURY CIR. d SA➢A'"Z CHIPPEO $ UBDi! AUDCIR. u u x ]S PREAKNESS LA.CT.a" a, TEAL CIR. "NNER ST. 'z ]]. PINLICD LA. PARTRIDGE CIR. S,IUT CiAtt[ 3 CC C 1T� ]8 LR 110 LA MOLINE CI- RSWE CT. Tt'Loi.E0. CT CHAN AIJSEN ]9. IROOLDIS ST. w 1z1. HNLINE CIR, 9J DD SANTA FE CIR ; 122 W'uRp PHEASANT CIR. �OJE-'�11a 2000 POP, 20,321 109. SPOEMBILL CIR. g ARLINGTDN CT. PANE 'P 112. HICHOLAS WAY V. VI ACE R WA RRr CIY DR WAY150. WATER LEAF IM KINHERLY LA. SANTA 112. SK? 122, KELLY CT. V CITr �{I T. QLA `l YCH - SCENTF DQ. A -RETUf i HLV - mi� Ty rc a4 -GLYNN PARK o ISz 2!-• .'• 19 7I ➢R. CT. PICHA BLVV. GY N Ca LT ba m P Cpil-TER i. �` T.HO` a (y AryBREW Y,�'✓:. Q 1114BERnrgID CT 110. L 111, E SEXRD. v L pL In. POWERS PL. P DR R- E. Rt 'RE LIBBE' DR. Rom, CD I z W. w > RNDLE a P CRE V3W 11QS�e ,0. '. LAKE CT. CREFK TR BR]]kF� RLMAl sPNcL L/n kkee S 19 4 J ➢OVEGT. _z u ` YMAN alvn m� P'\'c. Lam!'WrW J NAL,�T�Q �',, HAN�N' R23Y 01 A N 'I'J "! pQ =WLLsffi J VALLEY T aY rcHa 161s - > g qjrD-G-Eye 14; 13 I BARBARA 1. S ,1, 2 TI16N 2 in 124. HAYFIELD CT.1n. MISSION HILLS W.I26. MIMO CT. 12]. MISSION HILLS WAY V. Iea, LAC BKBIRD CT. 129, HEARTLAN➢ CT. I CLzee q TH614 R23V 13D. MISSION HILLS WAY E, H2'23 SITE LOCATION MAP NOT TO SCALE I - r.c �1 1Y 4 taA'-`l_.�I-. f'} .' I,Y Y- fr_ 9y.u�,•+ -R( ^w��t ,.�� a :..�•� - - •,-�. rfi ii ~ate r��" •-I' - _.�� � •' F •r••. IJ y` r C:cru!#er9ud {r - JI; I I _ m r.I Full % ` I V ' -•'. _ r - t] W� ' ( .� ry,"I'Sir��1 mil'- ' � -�: i 4 _ •yry� : i l .....�• fit] f / -' C ' .r.'' ^r ;_ O I �' 1 i y! r /�j T t :� ; r al.,I. r-'! r '°� (f!T '. � �-.'_i '�f.� ��i. 5 f. n r' f •. SITE _...I -a _ . M w! y ! 3JW h \� ..Lake am aNt� `' + ,- }'• ; •- .. } w1. J. �`•, i �ji jfL r .. T t L R •, �� f •.. � � � e i aE ' �•V [. !.. x S'-l: t a R ./, I I .�� I •�,•tii Li 15 I.- r. /J - .5 • i i' 2 f' �PE➢ran i r ..�`a4 p. 1/• ( I �nN �A 4• 3 � a i• II"MM Y• 2 i ) r..•�_..F�-1 Jam°. ' R:� E' e_ :.I 11' ;y _ �. i1.. \ �t e-ti „,RQ •, � y f ;•rJ VJtit tcl � ter} a Or 1IT t '.�T `4�JI ' r � �i � I I 4 C. .�i• r/ I 14 n _ i USGS MAP NOT TO SCALE FRA tombs Frank Roos Associates, Inc. 74WO287TAvenue AiaM, Suite 140 . ndinnesoile • 5544 Phone: 763/4766010•Ile 7631476-85V Weitis e: www.milt .COnf Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen. MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional o essional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB Drawn: ii Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PLAN / SWPPP Sheet Number Revision C4 Project No. EDE17481 Engineering e Planning e Surveying SEDIMENT TRAP AS MANUFACTURED BY 6" 1 Distance to i variable WIMCO,LLC.SHAKOPEE, MN., p 1/2"r 3'r Top Bituminous Material 1/2", 6•RIOXsNOTE,•>� �_ Poaing ESS BROS.,LERETO, MN. OR SIMILAR �o ors c� slope ��1 nta a B618ettPer at �wtMboaM.� trunzltbneC 3 4" per ft T Posts 24" in grounda J:2! MnDOT 8618 _Steel Note: ZipTies IFl ran o A Ira n IxeIGN LnAtx „tea roc W _�� .Y am w2nxnes �� werarr °re Cotchbash Frame k Grate Neenah R-3067-V are d a+ � Concrete Curb and Gutter Silt fence per MNDOT Aes "d. Mls=" �aa� l °l.l_,,. y r ADR Ma .Itn L orals ` a", ta' / specifications, source 2000, - M CfA my M") .7.7 r 1.26 - ayu u_rrrry uu+ _ _ mt WAnGW w.lE t1iRWr.X iF 0cl° s N°E h ROPO machine sliced woven Yl%NW RAW &. e e b.ed A- / wQL�Cv 0 1"-2"WASHED ROCK monofilament, 36"wide fastened to steel T-Posts with 3(501b) tensile NDM _ strength plastic zip ties per MODEL#CG23 t y' Catchbastn to be depressed 2" blow design gutter Ilse grade. 1/2'r s oletI Top Bituminous Material o T-Post. (Machine sliced) V Mr. 'Lsh A f Neenah 1. 93067-R ehall be used of all /2"r ^\ = e R MnDOT B612 Concrete Curb and Gutter/S• /SO• o EROSION CONTROL / ISOMETRIC 41�3�rlepo ti 2jj FENCE -TYPE 1 surmountable concrete No Scare 12" NOTE:ti For Use Only with Private Driveways,///��� CTN0 xru% z rERlve o, cubs sox wesruelr2 Gun k Gutter µ 60• Long Rebore Each blot Parking Lots, or Medians. A`. / 6"MIN.DEPTH FOR ROCK FQ 'P R 10'MIN.DEPTH FOR WOODCHIPS 1p1)0, o o Note: 1W Filet ASsoa.Y 12'R 26"R 16" Top Bituminous Material OOy Type 2 silt fence is the some as type I with hay bales installed as per detail 68'R r s N / rpo Type 2 to be used to protect all wetlands. 0 \ a ' SURMOUNTABLE 18" MINIMUM CUT OFF BERM MGM �j MttJ p Steel T Posts 24" in round g o 5' Min, Transition 5' Min. Transition • 1/2... .' . •" iv Concrete Curb and Gutter TO MINIMIZE RUNOFF FROM SITE 0 N 0 y t7 1/2" 10 I/2' x Currb Top of 2" x 2a" FILTER FABRIC m 6. Hnv or Straw Bales -- _ No wei nin aria, ft.* bale 13b 20' Ito the _ Barn 10 be reabbi 6-beoe gotle, w-ss wx-nav blame w w \ 4_ a" 1 1/8"r Zip Ties able, we to he died e1h a na'-Degaid 'e "'""' NOTE: Design gutter line grade ` 2 - #4-60" LONG \ Rebars Each way NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK - Clean filter media after each rain event and replace if filter is clogged with Frame & Casting Bituminous Bituminous Curb TO STOP MUD MIGRATION THROUGH ROCK. sediment, iO surface 6" Shoe Formed EROSION CONTROL Remove debris/sediment from receptacle after each rain event. SECTION A -A N FENCE -TYPE 2 No Scale CITY OF TYPICAL CURB CITY OF ROCK C CITY OF SILT CITY OF CATCH BASIN SEDIMENT TRAP CITY OF SAW$ASS31 CURB O CBASIN CSAN8ASS8� AND GUTTER C8ANHASSBI SAWHASSEN FENCE CHIBASSBN T CATCH ENTRANCEON REVISED: 2-97 DATE: 1 PLATE NO.: 5203 REVISED: 1-06 DATE: 1 PLATE NO.: 5301 REVISED:1-04 DATE: PLATE NO.: 5300 REVISED: 1-06 DATE: 1 -04 I PLATE No.: 5302A REVISED: 1-06 DATE: PLATE NO.: 3106 FILE NAME: 393_5203 FILE NAME: 393_5301 FILE NAME: 393 5300 FILE NAME: 93_5302A FILE NAME:393 3106 24"x36" slab opening for Neenah DROP LID WATER Tyler Mueller Bibby 7.5' Minimum cover required No. 6660 over top of water main. No. H-10;61 No. B-5160 F w w C, - F o o NOTES: 1. Shape of back of buttress BUTTRESS DIMENSIONS may vary m long ur poured against firm undisturbed FIRE 22 i/2° BEND 45° BEND 90° BEND/TEE SIZE NOTE: hI R3067-V or equal -Ste -Croix :;Igma No. V62600W PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE O w cL m m o i w a1 earth. Bt Di H2 D2 B3 2. Dimension C1,C2,C3 should 6" 1'-5" 1'-5" 1'-5" V-5" 2'-1" D3 1'--6" 1- V Grote Shown 2- R Grote Shown shotl be IF THE DISTANCE FROM u) �' ai a o `u w z be iar a enou h to mcke 0 B. 1'-5" 1'-5" 2'-1" 1'- 6' 2'-8" 2'-0" used at all low Points. Note: 1- L Grate shown 2- R Grates shall be used at all low Grade THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. m 0 o 0 ww a o x o F z = o o r^ w s 1 0 J w o ¢a 'r' o " o: angle equalgto or larger than sin i6" 1'-10" 2'-0" 3'-10 7-O" 4'-9" 3. Dimension A1,A2,A3 should 16" 3'-0" 7-0" 3'-6' 3'-4" 6'-2" be as large as possible without interfering with 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 2'-6" 3'-0" 4'-0" Face of Curb I N points. P m ¢ z X m > ¢ X H `m Ii MJ bolts. 24" 4'-4' 3'-0" 3•_ V-10" 10' 9'-8" 5'-0" TOP Adjust to to 3 4" below N P / o U o m w rK a o o 0 r ¢ z x 4. 9 = 45° Minimum,. _ _ 30" t 9'-3" 6'-0" 7'-0 6'-0- Direction of Flow Neenah R3067-V casting and Tyler No. 6860 26" grade. Box to be set to T w � �+ =o 'NIW L IN m cif m 5. Place polyethylene between grate or equal. Mueller No. Bibby -Ste -Croix No. Sigma No. H-10361 26" V73502 27" V6630G provide 12" of adjustment. o .o 3 v d o U o 3 z¢ w j o iv re, ¢ m "- oo w w mo a. concrete &pipe. 6. All bends &fittings shall be restrained with Megolugs lnl PLAN PLAN Minimum of 2 maximum of 5-2" Sigma No.VB630 0 p o N o N Z a U thrust restraints or equal 6" Conc. collar �conerete adjustment rings with full 1 9 Tyler No. 6860 c a¢ m .. A m x 11 z o m e -See note 4 beds of mortar. Mueller No. H-10357 a o a u a i o 0 - See note 4 Catchbasin casting Precast concrete or EXTENSION Bibby -Ste -Croix B-5001 Y- - n w o o a a "U B: of a and grate Neenah io -HDPE adjusting rings. Tyler Iva. No. 56 14" 59 1B" Gate valve box, screw type, 4" o w N w o a: x i a pw A e R3067-V or equal Grate to be 2" below A 6" precast reinforced concrete slob. No. 60 24" 3 piece, 5 1 shaft, size m N w z n N m ¢,,, s� , q 3" radius curb box. gutter grade. To of barrel section under to slab P Mueller reo. 58 14" G box, 7'-6�extended, #6 round base - 0 N 0 BI -'j X i�� 5' transition each p to have flat top edge sealed with No. 59 20" 0 E z d F z ro tO s6 ' Precast concrete or side of catchbosin. 2 beads of Ramnek or equal. Bibby -Ste -Croix 57 GATE VALVE ADAPTER: 1/4" Z ,n U) ., r a m � 'XVW R i I " xaa 9 ° r A ;' HOPE adjusting rings. Top of Curb All joints in manhole to have VB520 No. VB521 No. 9" 58 14" STEEL WITH PROTECTIVE w o o x ,S'L " a'o" Varies Varies 0" ring rubber gaskets. VB522 No. 59 20" COATING, 1 2" RUBBER. /p � o � o '^ m wa cal �Wy o F Minimum of 2-2", 6 1/2" i7 4 -0 Typ. Precast concrete section NOTES: VB523 Na. Sigma No. 60 26" V6630 GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. at >, _ � �,n m a } m S u1 Bs a: x w oo y' o. m zw w? zo A r maximum o 5-2" concrete ad' sment N Varies 24" x 36" 13' 5" 1. Doghouses shall be grouted on BOTTOM m ¢ /{ z zo Asa <a PLAN 90° BENDS PLAN 45° BENDS rings allowed with 1/4" Precast I C" , minimum both the outside and inside. Tyler No. 6860 65" a o mF xWs to 1/2" bed of mortar Lr y, 2. No block structures are allowed. Mueller No. H-10361 65" Mueller or American - a € z Bo w -i a � 01Oa 3 between each and a 3" Grout Manhole steps, Neenah R79811 or Bibby -Ste -Croix No. Sigma No. g V8516 60' VB6302 60" Flow Control Resiliant Wedge Valve g 0 m 00000��kf J� z wo �w a of Y �0�oowa C, �a:acpmw wpp a < ,^aa�m Variable 3' Min a -See note4 6" thick concrete collar on the outside. Conforming to AWWA ,,; 0 omn zone-'U�o �6" e equal, 16" o.c., Aluminum steps approved. Valve and Box to be plastic wrapped per P PP P 2.03a C-515-80 standards with all stainless steel nuts bolts. i C zo 0 _� �I^ m o o w o_F- 0¢aL'' Luccuar cap, 3 w or 0,n e=aar oo=m z o•- o'¢ww L";now'^"�z < a Q SHALL BE r A Doghouses shall be groutedne SECTION �-I6" ao Minimum slab thickness, 6" for 14' BASE section _ ,,J � w� 3o� m>0Z=O z F o wacq V O x � M i � Q ��o_a<�x NO CONTAC THIS QUADRANT iC C I A $ and outside. a depth. Increase thickness 1" for each depth greater thou 1m ,aoo¢ w�u Wwo m z 00�, ON�N ow a- mNN Duo W .zH-Q,U� z o s a �' x a a OF PIPE NOTES: and reinforce with 6"x6" 10/10 mesh. i o w oo ow ~OFF b-> Q�aQ~U N wF ZmW W< �¢ a w �' BEDDING MATERIAL r • 1. Steps shall be provided in all 2. Costing to be totally encased catch basin/manholes and storm sewer manholes. in concrete Curb section. Grout bottom Of manhole to 1/2 Wova mD mi-> <�1n z UNDISTURBED EARTH 3. No block structures are allowed. SECTION diameter at pipe and slope P P P 18"X18"X8" concrete block o- maw cUF a� o ¢ of >Xw CONCRETE 4. No wood shims are permitted in the adjusting rings. grout 2" toward invert. ¢caw - c)TW Stn30Frn xina SECTION A -A PLAN 22 1/2° BENDS mrn¢o CITY OF CATCH BASIN CITY OF GATE VALVE CITY OF TYPICAL CITY OF CONCRETE CITY OF CATCH BASIN BOX HYDRANT *1BLOC THRUST C8AN8ASS8N MANHOLE C$AIP$ASSBN CHA�HASSB� C�A�HASSBN CBAWSASSBN 2'X3'RECTANGULAR INSTAL TION INSTALLATION ON NG REVISED: 1-06 DATE: PLATE NO.: 3102 REVISED: 1-06 DATE: PLATE NO.: 1006 REVISED: 1-06 DATE: PLATE NO.: 1004 REVISED: 2-9? DATE: PLATE NO.: 1002 REVISED: 1-06 DATE; PLATE NO.: 3101 ME: 393 3102 FILE Wex FILE NAME 393 1^O6 FILE NAME: 3931004 FILE NAME: 393_1002 FILE NAME: 393_3107 3/4' per foot 8" 5' MIN. 2.09 GRADE. •. " 6" x 6" #6 Welded 7 1/2" Concrete pavement Wire Mesh 3" 4" Class 5 base incidental to apron SECTION A -A No Scale 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL/COMMERCIAL A Right -of -Way B618 Curb & Gutter- B618 Curb & Gutter 7� o Q\oo Bituminous QH� Contraction Joints q Max. Spacing in Expansion Joint (typ) Valley Gutter 0 8' PLAN No Scale 11. Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slob. 3. Bituminous Paving Section to the Right -of -Way is the Some as Street Paving Section. CITY OF CONCRETE CZANSASSIN DRIVEWAY APRON REVISED: 1-06 DATE: PLATE NO.: 5207 FILE NAME: 3935207 RIPRAP REQUIREMENTS I PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL.3 PLAN 27" TO 33" 14 to 20 CY CL.3 36" TO 48" 23 to 38 CY CL.3 54" AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 lbs.) NOTE GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL Iter (MNDOT 3601.2B) Filter Type III RIPRAP �N --Granular Filter (MNDOT 3601.2B) SECTION B-B Geotextile Filter Type III CITY OF RIPRAP CBANBASSBI DETAIL REVISED: 1-9e DATE: PLATE NO.: 3107 See City Plate No. 3107 for riprop placement. Use 2 tie bolt fasteners per joint. Install at 60° from top or bottom of pipe. fasten Section. ,rication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H- Bolts 12-18" 3/4"0 4" 5/8" 21"-42' 1 0 6" 3/4' 48"-72" 1 1/4"0 12' 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF FLARED END SECTION AND CBANBASSBN TRASH GUARD REVISED: 2-97 DATE: PLATE NO.: 3108 FLARE TO MATCH It. 5' min. 1 A^ A --J PLAN VIEW OF DIGONAL RAMP sox-eox a eASE rq� I 7/8•-1 7/16• I DOME SECTION mn r- 00 000000 •eT-, >T 000000 00 0 onr(nAa _ ew1w DOME SPACING CURB @\GUTTER x o Y-�� 0 u z .OB R./FT. OR -.0Q Ld 0- 1 SECTION A -A J 3 K u O OSTI G 004DI COSTING C S DO NOT PERMIT, MAY N D NOT PRIDE. MA 5' 4' Fr /rT. U6E 0.10 R./FT.- 0.08 R./Fr.6LOPE ) 6' 5' T 6' 6' 3" 4' 0"min. 6' 3" 8' 7' 9 a ELEVATION OF RAMP 10" 9" 1 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. WHEN A MEDIAN IS NOT WADE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL ® 6" TO 6" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. © ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4- 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A -WHITE- OR LIGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN CBANBASSBN CURB RAMP REVISED: 1-05 DATE: PLATE NO.: 5215 RA McCombs Frank Roos Associates, Inc. 1480028CTA1t XeNOM, Suit 140 RflWAd • MffieSM • 55447 phone: 7ON476-6010° tax.' 76314768532 weld: www.m68.com Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David A. Roedel Registration No. 22434 Date: If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: as Drawn: dal Approved: DR Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title CIVIL DETAILS Sheet Number Revision C 5 Project No. EDE17481 100 o k' H \ / I ---- I I I -ASi? \ / O 1 "ASH O 2$-OAK ---- --- ---- I \ ��� L___L-- FUTURE BUILDING PAD ------z- - - - - - - - - sue. osLOC ----- - - - - - - - - - FE=95408----- - -- sus aa, I I I I I I I I I I I I I o •mEtl I I I I I I I ! I \\ 1 •LOC SEED ALL DISTURBED AREAS NOT TO BE \ - — — - SODDED OR MULCHED WITH MN/DOT 250 SEED MIX., TYP. r ---- , I L I-1—L�—L-1-1—L�_— —I J—1—.L-I 1 1—L-J - Loc Y w SOD, TYP. 0 U T9. LOC I py p Iri c Q i� O 0= 11� a U I� Z I o I 0 U /� W J M Q WW ■rori�j H ■ iOD, TYP. r-J, I I I I I I I I I I I I I I I I I I I I I I I --------------------------------------------- ------------------------------------- --- - I I SEED ALL DISTURBED AREAS NOT TO BE SODDED OR MULCHED WITH MN/DOT 250 I I - SEED MIX., TYP. I L-- I ROCK MULCH, ITYP.� I I r-- -�I--- - I I --- F- ROCK MULCH, TYP. I - - I -- LANDSCAPE EDGING, TYP. EXISTING PROPOSED BUILDING FFE=953.00 0 LANDSCAPE EDGING, TYP. MULCH. TYP. 11 1■■■ ra• . IE N■w■■-4■■■■�■■11�i?�■■■I 1.1 co EDGE OF WETLAND I -SON ?YP. 0 1 'BOX I a 0 1 Sox w \ \ o ty'Box ROCK MULCH, TYP. IWET SEED MIX, TYP. LANDSCAPE LEGEND KEY BOTANICAL NAME ICOMMON NAME I SIZE I ROOT I QTY. I REMARKS DECIDUOUS TREES Acer X freemanii 'Jeffersred' AUTUMN BLAZE MAPLE 2.5" BB 4 • Celtis occidentolis HACKBERRY 2.5" Be 4 Quercus alba SWAMP WHITE OAK 2.5" Be 5 CONIFEROUS TREES Piceo glouco densato BLACK HILLS SPRUCE 6' HT. 6 ORNAMENTAL TREES Amelancher x grandifloro Autumn Brilliance AUTUMN BRILLIANCE SERVICEBERRY 1.5" BB 7 '^� i � � •w� Molus 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB 4 SHRUBS AM Aronia melanocarpa 'Autumn Magic AUTUMN MAGIC CHOKEBERRY #5 CONT. 21 SOD C WETLAND BUFFER SEED MIX-Mn/DOT BWSR SEED MIX U8 GENERAL TURF SEED MIX- Mn/DOT 250 (ALL DISTURBED AREAS NOT RECEIVING WET SEED MIX) ®LANDSCAPE NOTES 1. ALL PLANTED AREAS TO BE IRRIGATED. 2. SEED. SOD OR PLANT ALL DISTURBED AREAS 3. WET SEED MIX AREA: SEED WITH BWSR U8 SEED MIX AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT AND BWSR 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 4. GENERAL TURF SEED MIX AREA SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, WET SEEDED, SODDED, OR MULCHED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817. %' MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE HIGHLAND SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLSHED. 7. SHREDDED HARDWOOD MULCH: COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. PROVIDE IN SHRUB BED LOCATIONS AS INDICATED ON DRAWINGS. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURERS RECOMMENDATIONS. COLOR BLACK. 9. PLANT COUNTS FOR THIS SHEET ONLY. 0 30 60 Scale In Feet Engineering • Ptarining • Surveying FRA tombs Frank Roos Associates, Inc. Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary Designed: HK Drawn: HK Approved:KT Book/ Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet Number Revision L1 Project No. EDE17481 Engineering • Planning • Surveying VD 9 h ROCK MULCH t JS 5 s • ROCK MULCH VD 9 s r ROCK MULCH r- kEEP PLANTINGS 2' 1 FROM BACK OF CURB ADJACENT TO PARKING -THIS AREA TO BE FILLED WITH MULCH I JS 4 RF 12 RF 30 PROVIDE SHREDDED HARDWOOD ROCK MULCH IN PLANTED AREAS, TYP. MULCH SEPERATE FROM ROCK MULCH WITH LANDSCAPE EDGEING. JS 4 , RG 11 SH 24 I<EFR :OF 2' s FR OF CURB AD T TO PARKING + VD TH AREA TO BE 9 FILLED WITH MULCH Cw ROCK n • MULCH 1• s i JS 5 ROCK MULCH FOUNDATION PLANTING DETAIL 0 10 20 1 SCALE ,"=10' k Emil Scale In Feet ® PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. GRANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED 10. MULCH: SEE SHEET 1_1 FOR DESCRIPTION. 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 13. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. LANDSCAPE NOTES 1. ALL PLANTED AREAS TO BE IRRIGATED. 2. SEED, SOD OR PLANT ALL DISTURBED AREAS. 17. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 19. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT THE CONTRACTORS RISK. DECIDUOUS POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-NOV. 1 DECIDUOUS B&B: APRIL 1-JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-OCT. 1 EVERGREEN B&B: APRIL 1-MAY 15; AUG. 21-SEPT. 15 TURF/LAWN SEEDING: APRIL 1-JUNE 1; JULY 20-SEPT. 20 NATIVE MIX SEEDING: APRIL 15-JULY 20; SEPT. 20-OCT. 20 22, MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 26. IRRIGATION SYSTEM TO BE DESIGN BUILD 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 3. WET SEED MIX AREA: SEED WITH BWSR U8 SEED MIX AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT AND BWSR 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 4. GENERAL TURF SEED MIX AREA: SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, WET SEEDED, SODDED, OR MULCHED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, 114- MODIFIED. GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK !NC.. DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE HIGHLAND SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. SHREDDED HARDWOOD MULCH: COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. PROVIDE IN SHRUB BED LOCATIONS AS INDICATED ON DRAWINGS. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 9. PLANT COUNTS FOR THIS SHEET ONLY. IIIIIIIIIIIIIIIIIIIIILANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS SHRUBS JS Juniperus Sabina 'Arcadia' ARCADIA JUNIPER #5 CONT. - VD Viburnum dentaturn 'Christom' BLUE MUFFIN VIBURNUM #5 CONT. - PERENNIALS RF Rudbeckia 'Goldsturm' BLACK EYED SUSAN #1 CONT. - PLANT 18" O.C. SH Sporobolus heterolepsis PRAIRIE DROPSEED 1#1 CONT. - PLANT 12" O.C. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SEE SPECS REGARDING PRUNING OF ALL OAKS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THEA ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIREREBASKET. (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12` OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND - NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 5. PLUMB AND BACKRLL WITH BACKFILL SOIL. + 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE °'- SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. _1*9 B. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING -- UNLESS SOIL MOISTURE IS EXCESSIVE. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DD NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 6. WATER TO SETTLE PLANTS AND FILL 'I g.L VOIDS. I `4, 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE.' 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WA-ERING UNLESS SOIL Y '° MOISTURE IS EXCESSIVE. CONIFEROUS TREE PLANTING DETAIL J Nor ro scuc INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB IS B & B. THEN i 12' REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) 4 COORDINATE STAKING I TO INSURE UNIFORM 2 12 ORIENTATION OF GUY LINES AND STAKES 12 STAKING DIAGRAM TREE WRAP FROM BELOW MULCH UNE TO FIRST BRANCH OPTION PERFORATED SLIT PVC COLLAR 4"-6' SHREDDED BARK MULCH EXISTING GRADE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL UNDISTURBED OR STABIUZED NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBIUTY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 - ORIENTATION OF GUY LINES AND STAKES 12 STAKING DIAGRAM -GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE -4"-6" SHREDDED BARK MULCH -EXISTING GRADE -MINIMUM 1/2 WIDTH OF ROOT BALL -PLANTING SOIL MIXTURE (SEE SPEC.) -UNDISTURBED OR STABILIZED SUBSOILS SHRUB & CONTAINER PLANTING DETAIL NOT TO SCALE RA Is Frank Roos sociates, Inc. 14OX 28n Av&M NO&?, SuIb 140 P6Tra,M • MrffMM • 55447 ph" 70476-6010• IXc 7631476-8532 VIA: WWW.RIAB.Com Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary Designed: HK Drawn: HK Approved: KT Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE DETAILS Sheet Number Revision L2 01 Project No. EDE17481 —LEGEND 0 0 ❑❑❑❑❑❑ TREES REMOVED TREES PRESERVED TREE PROTECTION FENCE REMOVAL CANOPY COVERAGE AREA PROTECT EXISTING TREE CANOPY ® TREE PRESERVATION NOTES 1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE PROTECTION MEASURES. 2. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL SIGNIFICANT TREES TO BE SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NET BE MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT. HEAVY DUTY SILT FENCE SHALL BE USED FOR TREE PROTECTION FENCE. 3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. 4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS. 5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE LOCATED OUTSIDE OF ANY TREE PROTECTION AREA, 5. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1. 7. IF WOUNDING OF OAK TREES OCCUR, A NON —TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY. (EXCAVATORS MUST HAVE A NON —TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES.) 8. HEAVY—DUTY SILT FENCE SHALL BE STAKED AT THE DRIPLINE OF EXISTING TREES TO BE SAVED. 9. NO BURNING PERMITS WILL BE ISSUED FOR TREES TO BE REMOVED. TREES & SHRUBS MUST EITHER BE REMOVED FROM SITE OR CHIPPED. 10. ANY TREES DAMAGED OR REMOVED NOT LISTED ON THIS TREE PRESERVATION PLAN MUST BE REPLACED AT A RATE OF 2:1 DIAMETER INCHES. � TREE PROTECTION FENCE El TREE DRIPLINE. SNOW FENCE OUTSIDE OF DRIPLINE SEE SPECS. EXISTING TREES TO BE PRESERVED. TREE DRIPLINE. SNOW FENCE. SEE SPECS. ERECT PROTECTIVE SNOW FENCE PRIOR TO ANY CONSTRUCTION ACTIVITY. DO NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN PROTECTIVE AREA. REMOVE THE PROTECTIVE SNOW FENCE ONLY AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. ® TREE REFORESTATION CALCULATION 2,402 OF EXISTING TREE CANOPY REMOVED REPLACEMANT CALCULATION (2,402 X 1.2) = 2,882 SF 2,882 / 1089 = 3 TREES ® 2.5" size (REPLACEMENT TREES ARE REQUIRED) NOTE: REPLACEMENT TREES MAY COUNT TOWARD REQUIRED LANDSCAPE TREES EXCEPT FOR REQUIRED STREET TREES 0 40 80 Scale In Feet Engtneenng • Planning • Surveying FRA tombs Frank Roos Associates, Inc. It 0 Y- :� <• .+ Client Eden Trace 8156 Mallory Court Chanhassen, MN 55317 Project IDI Distributors Location Audubon Road Chanhassen, MN Certification Summary Designed: HK Drawn: HK Approved: KT Book / Page: Phase: PRELIMINARY Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title TREE PRESERVATION PLAN Sheet Number Revision L3 Project No. EDE17481 STATISTICS Description Symbol Avg Cale Zone #2 _. 0.8 fc Cale Zone #3 1.4 fc Cale Zone #3 0.2 fc Southwest View - wmsmla Max/Min Avg/Min N/A N/A N/A N/A N/A Max Min 4.0 fc 0.0 fc 7.8 fc 0.0 fc 1.1 fc 0.0 fc LUMINAIRE SCHEDULE Symbol Label City Catalog Number Description Lamp File Lumens LLF waft A 9 KAD 250M R4 DIECAST TYPE IV, ONE 250-WATT CLEAR 91102805.IES 195W 0-70 297 SHORT, CUTOFF BT-28 METAL HALIDE, LUMINAIRE DIECAST CUTOFF B 6 KAD 400M R3 HS LUMINAIRE W/R3 REFL. AND HOUSE SIDE SHIELD DIE-CAST CUTOFF C 2 KAD 250M R3 LUMINAIRE DIE-CAST CUTOFF D 2 KAD 400M R4 HS LUMINAIRE WITH HOUSE SIDE SHIELD HORIZONTAL POSITION. ONE 400-WATT CLEAR BT-37 METAL HALIDE, LTL8675.IES 32000 0.70 462 HORIZONTAL POSITION, ONE 250-WATT CLEAR BT-28 METAL HALIDE, 92042001.IES 19500 0.70 297 HORIZONTAL POSITION. 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J I // 1 f I , I t / 1 1 ° / \ L / L fI I 1 \ / I V 1 , LEGEND • FOUND MONUMENT I —;- WATERMAIN — — — — — EASEMENT LINE SET MONUMENT s— > —s SANITARY SEWER — - — - — — SETBACK LINE O ELECTRIC METER G—»= STORM SEWER — 0 — RIGHT OF ACCESS LIGHT \ »— FLARED END SECTION CONCRETE CURB Ac AIR CONDITIONER E — UE —T ELECTRIC TRANSFORMER BUILDING LINE TIP F GUY ANCHOR c— UT =/, TELEPHONE PEDESTAL --------- BUILDING CANOPY HANDICAP STALL G— uG 9 GAS METER BITUMINOUS SURFACE UTILITY POLE ow — OVERHEAD WIRE 0 CONCRETE SURFACE ■ GUARD POST CHAIN LINK FENCE LANDSCAPE SURFACE • BOLLARD IRON FENCE SIGN x— WIRE FENCE 4 0 DECIDUOUS TREE o— WOOD FENCE/ CONIFEROUS TREE DESCRIPTION Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet, thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence South 55 dogrees 32 minutes 41 seconds latest, along said southeasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the pint of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. PROPERTY SUMMARY 1. Subject properties address is 8301 Audubon Road, its property identification number is 25.0140900. 2. The gross area of the subject property is 7.00 Acres or 304,740 Square Feet. 3. The building(s) and exterior dimensions of the outside wall at ground level are shown on the survey. It may not be the foundation wall. 4. There appears to be a gas line along the northerly portion of the property. No easement was furnished for this gas line. 5. No easement was furnished for the overhead electric lines along the northerly portion of the property. SURVEY NOTES 1. This survey was prepared without the benefit of a Title Commitment or abstract and the surveyor has made no independent search for easements of record, encumbrances, restrictive covenants, ownership title evidence or any other facts that an accurate title search may disclose. Therefore, this survey may be revised by showing that which would be cited in a title commitment and then illustrated on the survey. 2. This survey was performed under the cover of a significant amount of snow. The surveyor makes no guarantee that all visible improvements are shown. 3. The bearing system is based on the Carver County coordinate system, NAD83 (1986 Adjust). With an assumed bearing of S00°05'54"E for the west line of the north half of the southwest 1/4, Section 14, Township 116, Range 23. The originating monuments utilized to establish the horizontal position of this survey was the west quarter comer and the southwest corner of said section. 4. Field work was completed on February 3rd, 2008. 5. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. Utility information shown hereon, if any, is a compilation of this map information and those visible utilities that were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon, if any, are in the exact location as indicated, although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Pursuant to MS 215.1) contact Gopher State One Call at (651-454-0002) prior to any excavation BENCHMARKS 1. The vertical datum is based on NGVD29. BENCHMARK #1 MNDOT Disk at the southeast comer of the railroad bridge abutment. Elev.=961.40 BENCHMARK #2 Top of top nut of hydrant on the west side of Audubon Road, ±200 feet northwest of the southwest property corner. Elev.=956.08 VICINITY MAP Ili 1p� i' II k rVr + �— 1i Engineenng • Planning • Surveying FRA tombs Frank Roos Associates, Inc. 14800281hAve" North, Suite 140 Pymoarth • Mmnesoft . 55447 phone: 7047M10• 6L 7=4768532 vlebS4e: vvvvvvM*aoavn Client Eden Trace Corporation Chanhassen, Minnesota Project Audubon Corporate Center 1st Addition Location 8301 Audubon Road Chanhassen, Minnesota Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Henry D. Ne Sol Registration No. 255 Date: 02/03/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 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BUaDNG ' LEGEND • FOUND MONUMENT WATERMAIN - — — — - EASEMENT LINE O SET MONUMENT > —Qs SANITARY SEWER - - — - — - SETBACK LINE EM ❑ ELECTRIC METER >>—® STORM SEWER — o — RIGHT OF ACCESS LIGHT —>>- < FLARED END SECTION CONCRETE CURB nc AIR CONDITIONER (D— uE --M ELECTRIC TRANSFORMER BUILDING LINE GUY ANCHOR rP UT --121 TELEPHONE PEDESTAL --------- BUILDING CANOPY b HANDICAP STALL GO o-- up —® GAS METER F-7 BITUMINOUS SURFACE 'Q UTILITY POLE — ow — OVERHEAD WIRE CONCRETE SURFACE in GUARD POST CHAIN LINK FENCE 0 LANDSCAPE SURFACE • BOLLARD IRON FENCE + SIGN x WIRE FENCE CID o j DECIDUOUS TREE WOOD FENCE ��� CONIFEROUS TREE DESCRIPTION Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 seconds West, parallel with said west line, a distance of 180.00 feet, thence North 32 degrees 05 minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence South 55 degrees 32 minutes 41 seconds West, along said sottheasterly right of way line, a distance of 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 minutes 01 seconds East, along said west line, a distance of 615.32 feet to the pint of beginning. Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. PROPERTY SUMMARY TOTAL SITE AREA: 304,740 S.F. (GROSS) 'a LESS RIGHT-OF-WAY: 31,555 S.F. U ,`t 2 a c 273,185 S.F. (NET) LOT SUMMARY NUMBER OF LOTS: 2 AVERAGE LOT SIZE: 136,593 S.F. MINIMUM LOT SIZE: 94,038 S.F. MAXIMUM LOT SIZE: 1.79,148 S.F. DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2, ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. VICINITY MAP 0 50 100 MPMEW Scale In Feet Engineering • Planning • Survey/ng FRA ',ombs Frank Roos Associates, Inc. 140002867Avgntle NOM, SUIT 140 Py17 d ° Minnesota ° 55447 phone: 71SX476-6010 ° *K- 763/476- &V vulebsift www rril can Client Eden Trace Corporation Chanhassen, Minnesota Project Audubon Corporate Center 1 st Addition Location 8301 Audubon Road Chanhassen, Minnesota Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. David Roedel Registration No. 22434 Date: 02/15/2008 if applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: Drawn: MFH Approved: HDN Book / Page: 677/60 Phase: Initial Issue: 02/15/2008 Revision History No. Date By Submittal / Revision Sheet Title PRELIMINARY PLAT Sheet Number Revision 1/1 Project No. EDE17481 a: w z d' ULL O 3" z� z .z / Y < / 1 KNOW ALL MEN BY THESE PRESENTS: That David A. Stockdale and Jane K. Anderson, husband and wife, CITY COUNCIL fee owners of the following described property, and Equitable Holding Company, LLC, a Minnesota limited Chanhassen, Minnesota �O liability company situated in the County of Carver, State of Minnesota, to wit: O CS \ 50 0 25 50 100 This plot of AUDUBON CORPORATE CENTER 1ST ADDITION was approved and accepted by the city council of // Part of the North half of the Southwest Quarter of Section 14, Township 116, Range 23, Carver County, the City of Chanhassen, Minnesota, at a regular meeting thereof held this --------- day of / \ Minnesota, described as follows: _________________ , 20____, and is in compliance with the provisions of Minnesota Statutes, WETLAND \\ '/;- SCALE IN FEET Section 505.03, Subd. 2. Beginning at a point on the west line of said North half of the Southwest Quarter, 821.90 feet, measured along said west line, southerly of the northwest corner of said North Half of the Southwest CITY COUNCIL OF CHANHASSEN, MINNESOTA O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT Quarter said west line assumed to bear South 2 degrees 11 minutes 01 seconds East; thence North 87 SET AND MARKED BY LICENSE NO. 17255. degrees 48 minutes 59 seconds East, a distance of 550.00 feet; thence North 2 degrees 11 minutes 01 B____________________ , Mayor B _____ , Clerk seconds West, parallel with said west line, a distance of 180.00 feet; thence North 32 degrees 05 50 �\ 0 DENOTES 1/2 INCH IRON MONUMENT FOUND. minutes 05 seconds West, a distance of 662.31 feet to the southeasterly right of way line of the Y.6\ Chicago, Milwaukee, St. Paul and Pacific Railroad, as recorded in Book 23 of Deed, page 266; thence COUNTY SURVEYOR /-1 tp BEARINGS SYSTEM SHOWN IS ASSUMED South 55 degrees 32 minutes 41 seconds West, along said southeasterly right of way line, a distance of Carver County, Minnesota 260.00 feet to said west line of the North half of the Southwest quarter; thence South 2 degrees 11 \ 4 , minutes 01 seconds East, along said west line, a distance of 615.32 feet to the pint of beginning. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ----- -- day of Subject to County Road No. 17 over the westerly 33.00 feet of the above described parcel. _— ___ , 20____ Lri \ �� Have caused the some to be surveyed and platted as AUDUBON CORPORATE CENTER 1ST ADDITION and do NI \ y `r1 hereby donate and dedicate to the public for public use forever the thoroughfares and easements as shown By 0 nn the plat for drainage and utility purposes only. John E. Freemyer Carver County Surveyor Go \ ' + In witness whereof said David A. Stockdale and Jane K. Anderson have hereunto set their hands this ` � �------- day of ---------- -- , 20---- • \ COUNTY AUDITOR/TREASURER \\ �� SIGNED: David A. Stockdale and Jane K. Anderson Carver County, Minnesota _------- —---- _-------- --_ I hereby certify that taxes payable in and prior years have been paid for land described on this David A. Stockdale Jane K. Anderson plat. Dated this day of ------------- — , 20___—. i :JE OF MINNESOTA \ 4 Laurie Engelen, County Auditor/Treasurer N89°54 29"E 384.03 COUNTY OF By I n 1. �- r 1 / 1 1 / 1. r— /— r\ r\ ,, —r 1 1 n r\ r\ `F 11 \ 1 F1 ni \ r— n A\ r— / r\ /A\ 1-! / / 1 fi /1 1 I Y 1--- 1/ 1/ 1 / \ I \ I \ Ll L/ 1 I 1 1/ 1 V Tha foregoing instrument was acknowledged before me this — ------ day of 20____ , by David A. Stockdole and Jane K. Anderson, husband and wife. Notary Public, ----- -------- County, Minnesota My Commission expires___—_---__---_ , 20_--_ SURVEYOR CERTIFICATION I hereby certify that I have surveyed and platted or directly supervised the surveying and platting of the the land described on this plat: this plat is a correct representation of the boundary survey, all mathematic data and labels are correctly designated; all monuments on the plat have been or will be correctly set within one year; all water boundaries and wet lands as of this date are shown and labeled; and all public ways ore shown and labeled. Henry D. Nelson, Land Surveyor Minnesota License No. 17255 STATE OF MINNESOTA COUNTY OF —_ The foregoing instrument was acknowledged before me this —___ day of 20__-__ , by Henry D. Nelson, Land Surveyor. Notary Public, --------------- County, Minnesota My Commission expires ----- — ------- ----- , 20—___ COUNTY RECORDER Carver County, Minnesota I hereby certify that this plat of AUDUBON CORPORATE CENTER 1ST ADDITION was filed this ____ day of _---___ --, 20—___, at __— o'clock _—M. as Document No. _--________. Carl W. Hanson Jr., County Recorder M Drainage and Utility Easements are shown thus: - I -5 1-10 - 10-1 i - - I L-i- NO SCALE Being 10 feet in width and adjoining right—of—way lines, unless otherwise indicated, and being 5 feet in width and adjoining lot lines, unless otherwise indicated as shown on the plat. McCOMBS FRANK ROOS ASSOCIATES, INC. PLANNERS, ENGINEERS AND LAND SURVEYORS