The URL can be used to link to this page

CAS-01_2017-01 SITE PLAN REVIEW OWNER: STEVE SLOWEY TWEETCITY 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 Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 5123/17 2017-01 ATTENTION Jean Olson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 2/27/17 2017- 01 Site Plan Agreement for Tweet Dental - Applicant Signed as consent by owner. 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 COPY TO: lb SIGNED: — '?"lb Vennf Potter, (952) 227-1106 If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2017-01 TWEET PEDIATRIC DENTAL SPECIAL PROVISIONS AGREEMENT dated February 27, 2017, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and RGR HOLDINGS, LLC, (the "Developer"), I. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 5,700 square foot, one-story office building (referred to in this Agreement as the "project'). The land located in Carver County, Minnesota, is legally described as Lot 1, Block 1, Arboretum Business Park 6" Addition (7845 Century Boulevard). 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A --Site Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan B--Grading, Drainage and Erosion Control Plans prepared by Schultz Engineering & Site Design, dated 2016, Schultz Eng. Project Number 16058. Plan C--Landscaping Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan D — Exterior Elevations Exterior Finish Schedule prepare by Sjoquist Architects, Inc., dated January 5, 2017. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2017. 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 Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $38,000.00 (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: RGR HOLDINGS, LLC. 2665 W. 78ih Street 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 (5,700 square foot, one- story office building) subject to the following conditions: a. Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. b. Environmental Resources: 1. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces c. Engineering: 1. An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 3. The existing 18" reinforced concrete storm sewer in the southwest comer of the property must be removed or abandoned. d. Planning: I . T*app1j94"tWial4 enWj�iM"a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. e. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third parry for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSXN I= Q Gerhardt, City Manager DEVELOPER r//.rA jKgjA j STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 2Z day of 201+ by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of ehanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. J ' OT RY PUBLIC WENNIFER ANN POTTERaaaSTATE OF MINNESOTA ) Notary Public Minnesota(ss. y ConanMiDn F.Vuw. An 31, n COUNTY OF ) The foregoing instrument was acknowledged before me this Z°rday of ►gyp' 20 17 by Tod Conrad, Chief Manager. RGR HOLDINGS, LLC. DAVID W BOYCIr E n P" NOTARY ►y cmarv,vm ExDies /an.3l, 202p DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chmhmm MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT 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 site plan 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 site to perform all %work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final r1 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 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 Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupmcv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordin¢. This Agreement 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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: I. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, 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 I?}kday//of MT, 20jJ By ��'Li �t1 Ll Cht�� 1►laa,�ccf' STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this �' L day of ill tay 20-a by OTA Y PUBLIC DRAFTED BY: Cm ofChanht 7700 Mach Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-I100 DRIA MARIE JANSEN PUBUC4A ME£OTA C(*N,CTARY Conn. Exp. Jan. 31, 2000 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. H Dated this Ia day of M� 120 �-7 STATE OF MINNESOTA ) COUNTY t ) The 20-V, by _ DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 &-ecaI4 u* Vl" 1117lJ/ A Al ' r. ;.was acP owJedged before me this I Z- day ofOA4� 10 Y&- YJ r.,`Z'' SCE% NOTARY PUBLIC CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2017-01 TWEET PEDIATRIC DENTAL SPECIAL PROVISIONS AGREEMENT dated February 27, 2017, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and RGR HOLDINGS, LLC, (the 'Developer" and "Owner, 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 5,700 square foot, one-story office building (referred to in this Agreement as the "project'). The land located in Carver County, Minnesota, is legally described as Lot 1, Block 1, Arboretum Business Park 6"' Addition (7845 Century Boulevard). 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A --Site Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan B—Grading, Drainage and Erosion Control Plans prepared by Schultz Engineering & Site Design, dated 2016, Schultz Eng. Project Number 16058. Plan C--Landscaping Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan D — Exterior Elevations Exterior Finish Schedule prepare by Sjoquist Architects, Inc., dated January 5, 2017. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2017. 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 SHAMMED to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $38,000.00 (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: RGR HOLDINGS, LLC 2665 W. 78d' Street 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 (5,700 square foot, one- story office building) subject to the following conditions: a. Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. b. Environmental Resources: 1. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces c. Engineering: 1. An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 3. The existing 18" reinforced concrete storm sewer in the southwest corner of the property must be removed or abandoned. d. Planning: 1. The applicant shall enter into a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. e. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. D ]I��((fggyurger yor Arm: Todd Gerhardt City Manager DEVELOPER: R/G��R,�H�OLLDIINGS, LLC By ! IL"cm K Lori Conrad, Its Chief Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisday ofMQyj T 2017, by Denny Laufenburger, 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. JENNIFER ANN POTTER I Notary Pubuc-Minnesota `i. - My Comte Eyow An 31, 2= STATE OF MINNESOTA ) (ss. COUNTY OF.�'i� �Crt) • •Ii• The foregoing instrument was acknowledged before me this kf' day of 2017 by Tori Conrad, the Chief Manager of RGR HOLDINGS, LLC, a Minnesod limited liability company, on its behalf. CANDRIAMARIE-JANSENMEWTAY PUBLIC•MMNESOTAren. Erb. Jm. M, 2 DRAFPED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 ChanhasM MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT 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 site plan 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 site 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 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. 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 Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancv. 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 waiver; 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 Agreement 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 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 %stems. 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 fumish 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. 0 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT #2017-01 AMERICAN NATIONAL BANK, a national banking association, which holds two Mortgages on all or part of the property more particularly described in the foregoing Site Plan Agreement, which mortgages were dated May 12, 2017 and filed of record with the Carver County Registrar on May 18, 2017 as document numbers T202878 and T202879; hereby joins in, consents to and subjects its interest in the property subject to the foregoing Site Plan Agreement. Dated this �5 day of ft��A, 2017. AMERICAN NATIONAL BANK By: V VA'b[print name] Its: CX CG FIVd Jtu P/1Stkgf flit]-] STATE OF MINNESOTA cisce A Lary;91 Public Notary ter of COUNTY OF C )euartV The ore oin instrument was acknowledged before me thi L day f rl t 2017, by 1 � lti )�')Jj JLP thef�q'G j/h' fAmerican National Bank, a national banking association, on its behalf. N tary Public DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT # 20I7-01 TWEET PEDIATRIC DENTAL SPECIAL PROVISIONS AGREEMENT dated February 27, 2017, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and RGR HOLDINGS, LLC, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 5,700 square foot, one-story office building (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lot I, Block 1, Arboretum Business Park 6 h Addition (7845 Century Boulevard). 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A —Site Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan B--Grading, Drainage and Erosion Control Plans prepared by Schultz Engineering & Site Design, dated 2016, Schultz Eng. Project Number 16058. Plan C—Landscaping Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan D—Exterior Elevations Exterior Finish Schedule prepare by Sjoquist Architects, Inc., dated January 5, 2017. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2017. 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 Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $38,000.00 (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: RGR HOLDINGS, LLC. 2665 W. 78' Street 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 (5,700 square foot, one- story office building) subject to the following conditions: a. Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. b. Environmental Resources: 1. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces c. Engineering: 1. An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. The existing 18" reinforced concrete storm sewer in the southwest comer of the property must be removed or abandoned. d. Planning: I. Thp appljoarttw&ll enteniM a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. e. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. 8. General Conditions. The general conditions ofthis Agreement are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSXN nX AND: - _ - odd Gerhardt, City Manager DEVELOPER: ( BY: � IQj (Z� Tori Conrad Its Chief Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this n day of 20 3- by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of dhanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. 14 m OT RY PUBLIC JENNIFER ANN POTTER STATE OF MINNESOTA ) Notary Public-Minnesom (ss. uy canmWlon IY*M W 31, 21O COUNTY OF > The foregoing instrument was acknowledged before me this Z°r day of P `` 20117 by Tod Conrad, Chief Manager, RGR HOLDINGS, LLC. i DRAFTED BY: City of Chanha 7700 MaW Boulevard P. O. Box 147 ChaVta,seq MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT 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 site plan 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 site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary' for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees 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 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 Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancv. 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. 7 H. Recordine. This Agreement shall run with the land and may be recorded against the title to the property. 1. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 Reeulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract, N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, 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 I'74kday of ( , 2011 By �iCti1 Ct�tn a4 Utj M46V% tCV' STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this _r day of MAII 20 n, by 7v, l lv>, saki . , �t OTAE(Y PUBLIC DRAFTED BY: ✓ City of Chanha 7700 Muka Boulnanl P. O. Box 147 Chanh=M MN 55317 (952)227-1100 /lAC ANDRIA MARIE JANSEN NOTARY ptlB "OWESOTA My Cann, Exp. Jan. 31, 2020 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. H Dated this IX day of ��_ 20 /7 f/ict b'ejIAA,*' STATE OF MINNESOTA ) COUNTY The fore ing.irtstrum 4wasActxi4w]edged before me this I Z- day ofq:�4 20_V� by DA %1I A 150q 0e NOTARY PUBLIC ERALYN MESJ INOTARYMM-MMESMA hSim E�Yes Jae 3 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1I00 10 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 Amy B. Schutt James J. Monge, III Jerome M. Porter Kurt S. Fischer Grand Oak Office Center I 860 Blue Gentian Road Suite 290, Fagan, MN 55121 651-452-5000 Fax 651-234-6237 www.ck-law.com CAMPBELL KNUTSON Professional Association June 12, 2017 Ms. Jenny Potter City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Miscellaneous Recorded Document Dear Ms. Potter: Please find enclosed, for the City's files, Site Plan Agreement #2017-01 / Tweet Pediatric Dental, which was recorded on June 7, 2017 as Carver County document number T203063. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association QJeanAsoegalssistant /jmo Enclosure SCANNEI? 190708v5 Document No. T203063 OFFICE OF THE REGISTRAR OF TITLES CARVER COUNTY, MINNESOTA Filed on -June 07, 2017 3:32 PM Cent # 38943 Fee: $46.00 it I I I IIII I I I II I IIIDavid Frischmon Registrar of Titles 203063 CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2017-01 TWEET PEDIATRIC DENTAL SPECIAL PROVISIONS AGREEMENT dated February 27, 2017, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and RGR HOLDINGS, LLC, (the "Developer" and "Owner"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 5,700 square foot, one-story office building (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lot 1, Block 1, Arboretum Business Park 6s' Addition (7845 Century Boulevard). 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A --Site Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan B--Grading, Drainage and Erosion Control Plans prepared by Schultz Engineering & Site Design, dated 2016, Schultz Eng. Project Number 16058. Plan C--Landscaping Plan prepared by Sjoquist Architects, Inc., dated January 5, 2017. Plan D — Exterior Elevations Exterior Finish Schedule prepare by Sjoquist Architects, Inc., dated January 5, 2017. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2017. 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 Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $38,000.00 (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: RGR HOLDINGS, LLC 2665 W. 78d' Street 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 (5,700 square foot, one- story office building) subject to the following conditions: a. Building: 1. The building is required to have an automatic fie extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. b. Environmental Resources: 1. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces c. Engineering: 1. An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 3. The existing 18" reinforced concrete storm sewer in the southwest corner of the property must be removed or abandoned. d. Planning: 1. The applicant shall enter into a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. e. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBC WD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN BY: LfU.l� 14JZ44"laA4,41 Defgq�aurger M ayor AND: /J� /_ ,(t{ — Todd Gerhardt, City Manager DEVELOPER: RGRR HOLDINGS, LLC By ! IL"cm4 ri Conrad, Its Chief Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of MQy"3 2017, by Denny Laufenburger, 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. ° JENNIFER ANN POTTER Notary Public -Minnesota MY cprwr "w Expires Jn 31, 2020 STATE OF MINNESOTA ) r (ss. COUNTY OF J�Vrt7t ) The foregoing instrument was acknowledged before me this 60f day of 2017 by Tod Conrad, the Chief Manager of RGR HOLDINGS, LLC, a Minnesoth limited liability company, on its behalf. AWAW*M-WW S ANDRIA MARIE JANSEN NOTARY PURIC-NNNESOTA MY Corr . E1p. Jan. 31, 2020 n DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-I100 : N W , CITY OF CHANHASSEN SITE PLAN AGREEMENT 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 site plan 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 site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final 3 acceptance. 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 Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement 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 Agreement 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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. MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT #2017-01 AMERICAN NATIONAL BANK, a national banking association, which holds two Mortgages on all or part of the property more particularly described in the foregoing Site Plan Agreement, which mortgages were dated May 12, 2017 and filed of record with the Carver County Registrar on May 18, 2017 as document numbers T202878 and T202879; hereby joins in, consents to and subjects its interest in the property subject to the foregoing Site Plan Agreement. Dated this �5 day of V`y\ . 2O17. AMERICAN NATIONAL BANK STATE OF MINNESOTA ) Wy:i0cinuary31,2019 RHIANotarN Nub11�cNNENS ) ss.te of Minnesota COUNTY OF nC ) rs Theo oin instrument was acknowledged before me thi ` d�,�a�yy f AA i 2017, by e f I AILthews' j/1!-' A, American National Bank, a national banking association, on its behalf. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Generous, Bob From: Tim Keppel <Tim@ heritageconstructiommn.com> Sent: Wednesday, April 19, 2017 9:46 AM To: Generous, Bob Cc: Rob Conrad; Richard Etshokin; Tim Keppel Subject: Tweet Pediatric Dentistry --site costs Follow Up Flag: Follow up Flag Status: Flagged Bob, below are the costs associated with the infiltration basin, erosion control and site landscaping for Tweet Pediatric Dentistry to be located at 7845 Century Blvd. The site, civil and landscaping plans have been submitted for building permit approvals. 1. Infiltration Basin $10,000.00 —My excavator has this cost included with all of his Site work package ($25,738.00). 1 estimate approx. $10,000 of this is for the infiltration system. 2. Erosion Control $3,150.00 3. Landscaping $31,415.00 4. Irrigation $7,200.00 Please let me know if there is anything else needed. Thank you. Tim Keppel Project Manager Heritage Construction Companies. LLC 10908 171 st Ave. NW, Suite C, Elk River, MN 55330 tim@heritageconstructiommn.com EMAIL 763.633.4080 OFFICE 763.633.4082 FAX 763.486.5259 MOBILE 763.200.1588 DIRECT MN LIC# 20626330 WI LIC# 1229175 ND LIC# 54396 IA Reg# C128038 Lead Cert# NAT-64226-1 w .HeritageConstructionMN.com HERITAGE ©ImN This message is privileged and confidential. The information contained in this message and any attachment hereto is confidential and is for the sole use of the intended recipient(s). If you are not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any review, dissemination, distribution or copying of this message may be a violation of law and is strictly prohibited. If you have received this message in error, please notify the sender immediately and delete the original and all copies of this message. ZONING LETTER REQUEST FORM Date: February 28, 2017 From: Julie Givens 612-746-0423 Subject property address: 7845 Century Boulevard, Chanhassen, MN 55317 PID 250730010 Subject property existing use: Vacant land Subject property proposed use: Dentistry site Address final zomng/flood letter to: Guaranty Commercial Title, Inc. 520 Nicollet Mall, Suite 400 Minneapolis, MN 55402 Phone/Fax numbers: 612-339-5813 / 612-337-5966 Email Address 'vens itle.net PLEASE SEND LETTER VIA EMAIL. PAPER IS NOT RE UH?ED. Based on the information provided above, please provide a letter with the Subject property parcel identification number (PID) Subject property current Zoning District(s) Confirmation that the above existing and proposed property use(s) are allowed in the Zoning District Pending zoning actions/ordinance enforcements or existing zoning violations, if applicable Whether the property is in compliance with parking requirements, height requirements, and setbacl requirements. Copies of Conditional Use Permits or Variance approvals, if applicable CITY OF CHANHASSEN Chanhassen is a Communityforlife- Providing for7odayand PlanningforTomorrow February 28, 2017 Ms. Julie Givens Commercial Closing Assistant GUARANTY COMMERCIAL TITLE, INC. Renaissance Square 520 Nicollet Mall, Suite 400 Minneapolis, MN 55402 Re: Tweet Pediatric Dental 7845 Century Boulevard, Chanhassen, MN 55317 Lot 1, Block 1, Arboretum Business Park 6fl' Addition, PID 250730010 Dear Ms. Givens: This office has been requested to confirm certain facts and circumstances concerning the current zoning and land use of the above -referenced property. In furtherance of that request, we hereby confirm and advise you as follows: 1. The above -referenced property is located within the corporate limits of the City of Chanhassen, Carver County, Minnesota. Accordingly, the building and other improvements comprising the project 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 located in a district with zoning classification of Planned Unit Development, PUD, and a comprehensive plan designation of Office/Industrial. The zoning classification is consistent with the comprehensive plan designation (Design Standards enclosed). The properties surrounding this property are within the same PUD district. 3. The use of the property for a dental clinic and office is a permitted use under the aforesaid zoning classification and is consistent with the aforesaid comprehensive plan designation. 4. There has been a site plan application filed for the property. The Chanhassen City Council approved Planning Case #2017-01 on February 27, 2017 for a 5,700 square -foot, one story office building with capacity for future expansion. 5. There are no building improvements currently on the property and, therefore, no certificate of occupancy. PH 952.227.1100 • www.d.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 6. The property is 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. The property complies with the subdivision ordinances affecting it and can be conveyed without the filing of a plat or replat of the property. 8. Our review of the records of this office with respect to the property reveals (a) no current active violations of the property of the zoning regulations and land use approvals applicable thereto, (b) no past violations of the same which remain uncured at this time, and (c) no current or uncorrected building code violations. 9. There are no variances, conditional use permits, or special use permits required for the construction of the improvements on the property. 10. There are no pending applications, staff -initiated recommendations or administrative actions to change or amend the current zoning ordinance or zoning map or comprehensive plan so as to modify the permitted uses of the land upon which the property is located or which would affect or impose additional conditions on the above -described current use of the property or any tenant improvement, if any, remaining to be constructed at the project. This information was researched by the undersigned on request as a public service. The undersigned certifies that the above information is believed to be accurate. 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 normal business hours. Should additional information be required of this office concerning the project, you may contact the undersigned at (952) 227-1131 or b enerous(a)ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure Adopted 7/28/98 Amended 7/26/99 Amended 8/13/01 Amended 12/10/01 Amended 4/14/03 Amended 8/23/04 Amended 06/09/08 Amended 05/10/2010 EXHIBIT C ARBORETUM BUSINESS PARK DEVELOPMENT DESIGN STANDARDS Development Standards a. Intent The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. Photo - composite images of proposed development adjacent to Highways 5 and 41 shall be submitted as part of the review process. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below if they are ancillary to a principal use on the individual lot. Commercial/retail uses are prohibited except those uses specifically noted below. The Office Industrial Park District regulations shall apply except as modified by this ordinance. b. Permitted Uses The permitted uses in this zone should be limited to light industrial, warehousing, office and other uses as defined below. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the City Council shall make that interpretation. Permitted uses shall be allowed on the different Blocks and Lots for which they are specified below. The Blocks and Lots specified below are those designated on the attached PUD plan. The Block and Lot designations in final plats approved for phases of development may differ from those specified below. However, the permitted uses shall continue to be those specified below for the Lots identified in the PUD plan. Light Industrial - The manufacturing, compounding, processing, assembling, packaging, printing, or testing of goods or equipment or research activities entirely within an enclosed structure, with no outside storage. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. (Lots 3, 4, and 5, Block 1; Lot 1, Block 2; Lots 1, 2, 3, and 5 , Block 4; and the Wrase property) (Amended 12/10/01) Warehousing - Means the commercial storage of merchandise and personal property. (Lots 3, 4, and 5, Block 1; and Lots 1, 2, 3, and 5 , Block 4) Office - Professional and business office. (Lots 1, 2, 3, 4, and 5, Blockl; Lot 1, Block 2; Lot 1, Block 3; Lotsl, 2, 3, 4 , and 5, Block 4; and the Wrase property) Health Services - establishments primarily engaged in fiunishing medical, surgical and other health services to persons. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) Conferences/Convention Center - establishments designed to accommodate people in assembly, providing conference and meeting services to individuals, groups, and organizations. (Lot 5 , Block 4) Indoor Recreation/Health Club - establishments engaged in operating reducing and other health clubs, spas, and similar facilities featuring exercise and other physical fitness conditioning. (Lots 3, 4 and 5, Block 1; Lot 1, Block 3; and Lots 2, 3, 4 and 5 , Block 4) (Amended 12/10/O1 and 8/23/04) Hotel/Motel - establishments engaged in fiimishing lodging, or lodging and meals, to the general public. (Lot 1, Block 3; and Lot 4, Block 4) Utility Services - Water towers and reservoir. (Lots 3, 4, and 5, Block 1; Lots 1, 2, and 3, Block 4; and the Wrase property) Recording Studio - Lots 3, 4 and 5, Block 1; Lots 2 and 3, Block 4. (Amended 12/10/O1) Commercial Uses (permitted on lots specified as commercial in development standards tabulation box) 1. Restaurant, permitted on Lot 1, Block 3 or Lot 4, Block 4. (One stand alone restaurant.) 2. Convenience store with or without gas pumps, not to exceed 12,000 square feet, on Lot 1 or 2, Block 1, only. (One convenience store.) 3. Banks, with or without drive up windows (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) 4. Day Care - establishments providing for the care and supervision of infants and children on a daily basis. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) 5. Auto service center, auto body repair is prohibited (Wrase) (amended 8/13/O1) 6. Personal Services (amended 4/14/03) 7. Pet Kennel and/or clinic (Lot 2, Block 1) (amended June 9, 2008) Ancillary Uses (in conjunction with and integral to a primary use) 1. Fast Food (no drive -through and only in conjunction with and integral to a convenience store). 2. Restaurant (only in conjunction with hotel/motel or convention/conference center). 3. Showroom - showroom type display area for products stored or manufactured on -site provided that no more than 20 percent of the floor space is used for such display and sales.[for entire development]. (Amended 8/25/97) 4. Telecommunication Towers and Antennas by conditional use permit only. 5. Car wash, in conjunction with convenience store. 6. Day Care Interim Uses (Amended 7/26/99) Church facilities, i.e., assembly or worship halls and associated office, meeting, and other required spaces, subject to the following criteria: 1. The church shall not occupy more than six percent (6%) of the one building on Lots 3 and 4, Block 2, Arboretum Business Park 2°d Addition. 2. The church congregation may not exceed 200 adult members. 3. Shall be reviewed and approved in accordance with the same procedures specified in the city code for conditional use permits. Prohibited Uses (Amended 12/10/01) • Contractors Yard • Lumber Yard • Home Improvement/Building Supply • Garden Center • Auto related including sales and repair, except on the Wrase property (amended 8/13/O1) • Home furnishings and equipment stores • General Merchandise Store • Vocational School • Public buildings, except on Outlots A and B, which are public park land • Screened outdoor storage • Food processing C. Setbacks The development is regulated by the Highway 5 and the PUD Standards. There are no minimum requirements for setbacks on interior lot lines in the PUD zone. The following setbacks shall apply. Street Frontage Minimum Setback Building/Parking Maximum Setback Building/Parking Highways 5 & 41 70/50 150 Coulter & Century Boulevards 50/20 100 82°d & West Local 30/20 NA *Lot 5, Block 4, must only meet the maximum setback on one Highway frontage. The average hard surface coverage does not include Outlots A and B. The PUD standard for hard surface coverage is 70% for office and industrial uses. Any one site/lot can exceed the 70 percent requirement but in no case can the entire finished development exceed 70 percent. d. Development Standards Tabulation Box 1. Building Area LOT/USE ACRES Building Size/FAR s uare feet PARKING Right-of-way 14.72 N/A N/A TH 41 /dedication 2.38 82"d Street Dedication 1.80 Interior Roadway 10.54 Park land/Open space Outlot A&B) 48.36 N/A Upland 16.6 30 Wetland 28.7 Ponds 3.01 Industrial (30% office) 74.07 .30 FAR (blended) 2/1000 s.f. Lot 3, Block 1 10.02 131,006 262 Lot 4, Block 1 5.45 71,218 142 Lot 5, Block 1 4.41 57,688 115 Lot 1, Block 4 4.38 57,199 114 Lot 2, Block 4 5.40 70,597 141 Lot 3, Block 4 8.98 117,371 235 Lot 1, Block 2 12.23 159,822 320 Lot 5, Block 4 23.20 A FAR 404,279 (3/1000) 1,213 Wrase 2.64 35,500 68 Commercial 14.59 .15 FAR / .30 FAR LOT/USE ACRES Building Size/FAR (square feet PARKING Office Lot 1, Block 1 1.80 11,746 / 23,520 5/1000) 59 Lot 2, Blockl 2.32 15,180 / 30,320 4/1000 61 Lot 4, Block 4 Office/Hotel 4.06 26,536 / 53,060 (5/1000)133 Lot 1, Block 3 Restaurant/Office 6.41 (.10FAR) 27937 / 83,770 (16/1000) 447 Gateway Business Park Total 151.75 1,150,579 / 1259,850 3,212 TOTAL 154.39 1,186,079 / 1295,350 3,310 Commercial sites may develop as office -industrial uses. Square footage for individual lots may be reallocated within the development, by type, provided the maximum square footage is not exceeded. Building Square Footage Breakdown Office 31% 368,000 / (432,000) Light Industrial 31% 368,000 / (432,000) Warehouse 31% 368,000 / (432,000) Commercial 7% 81,000 / (0) Total 000% 1,186,000 / (1,295,000) *includes the Wrase property. O represents conversion of commercial uses to office -industrial uses 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. Building height shall be limited to 3 stories or 40 feet. 4. Lot 5, Block 4, is intended to accommodate a major corporate headquarters or office, research, high end manufacturing with limited warehousing type user. While the majority of the development is based on 30 percent office space, Lot 5 must have a minimum of 40 percent office use and include multi -story building(s). e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building. 2. All materials shall be of high quality and durable. Masonry material shall be used. Color shall be introduced through colored block or panels and not painted cinder block. 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured, coated, or painted. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, pre -stressed concrete panels and concrete block shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 10. Space for recycling shall he provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Center. 11. Each buildings shall contain one or more pitched roof elements depending on scale and type of building, or other architectural treatments such as towers, arches, vaults, entryway projections, canopies and detailing to add additional interest and articulation to structures. 12. There shall be no underdeveloped sides of buildings visible from public right-of-ways. All elevations visible from the street shall receive nearly equal treatment and visual qualities. C] E Site Landscaping and Screening Landscaping along Highways 41 and 5 shall comply with Buffer yard standard C. Coulter Boulevard, Century Boulevard, and West 82"d Street shall comply with Buffer yard standard B. The master landscape plan for the Arboretum Business Park (formerly Gateway) PUD shall be the design guide for all of the specific site landscape developments. Each lot must present a landscape plan for approval with the site plan review process. 2. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with masonry fences and/or landscaping. 3. Undulating or angular berms or elevation changes of 3' in height shall be placed along Coulter Boulevard, and Century Boulevard. The berms shall be sodded or seeded at the conclusion of each project Phase grading and utility construction. The required buffer landscaping may be installed incrementally, but it shall be required where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Loading areas shall be screened 100 percent year round from public right-of-ways. Wing walls may be required where deemed appropriate. g. Signage 1. All freestanding signs 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 sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material throughout the development. The applicant should submit a sign package for staff review. 2. Each property shall be allowed one monument sign per street frontage. 3. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 4. Consistency in signage shall relate to color, size, materials, and heights. 5. The Arboretum Business Park PUD shall be permitted two Arboretum Business Park identification signs. One sign per project entrance, at West 82"d and Century Boulevard and at Highway 41 and the westerly roadway, shall be permitted. Said sign shall not exceed 80 square feet in sign area nor be greater than eight feet in height. 6. Wall sign shall be permitted per city ordinance for industrial office park site. 7. All signs shall require a separate sign permit. 7 8. In addition to the two signs identified in g. 5. above, signage for the main entrance on Highway 5 and Century Boulevard shall be reviewed and approved by the Planning Commission and City Council. h. Lighting 1. Lighting for the interior of the business center should be consistent throughout the development. The street lights should be designed consistent with the existing lighting along the existing Coulter Boulevard. 2. A decorative, shoe box fixture (as specified by City Code) with a square ornamental pole shall be used throughout the development area for area lighting. 3 Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1 /2 candle at the property line. This does not apply to street lighting. L Alternative Access 1. Each site shall accommodate transit service within the individual development whenever possible. 2. Pedestrian access shall be provided from each site to the public sidewalk and trail system. 3. The developer and site users shall promote and encourage Traffic Demand Management Strategies. 4. Each site shall provide areas for bicycle parking and storage. GAPLAN\2010 Planning Casts\10-03 PUD Amendmmts\Fina16\Arborelum Business ParMarboret m business park deign slandardsAm LOT 5 i _ OFFICE RESEARCH��,V. `I INDUSTRIAL MAJOR CORPORAT '� I HEADQUARTERS/ PRODUCTION U �% JFERENCE/CONVENT CENTER L LOTS 1-3 LOTS 3.5 INDUSTRIAL WAREHOUSE 4 \' UTILITY SERVICE OFFICE WRASE PROPE OFFICE INDUSTRIAL I UTILITY SERVJI„D_^ BANK -- DAYCARE OFFICE CLINIC • INDUSTRIAL OFFICE 1&4 RESTAURANT OFFICES DAY CARE CLINICS HEALTH CLUB LOTS = 88.65 PARK = 48.36 ROW = 14.72 TOTAL = 151.73 ACRES 1 t. .. LEGEND Entry Mooummb •00 St nT." ' El.4dsig.' , Pmd, 1 � • Ground Sipco W tN.d. Sbe,Llghu Nd/BikeLdl, PUD PLAN RETUM BUSINESS PA CHANHASSEN, MN aa' S] MAY H.> MGUBE4 it-o I CHANHASSEN PLANNING COMMISSION REGULAR MEETING FEBRUARY 7, 2017 Acting Chair Weick called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Mark Undestad, Maryam Yusuf, Nancy Madsen, Steve Weick, and Mark Randall MEMBERS ABSENT: Andrew Aller, and John Tietz STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; MacKenzie Walters, Planner; and Alyson Fauske, Assistant City Engineer PUBLIC PRESENT: Lisa Mekkelsen 9640 Independence Circle Ann Nye 1641 West 63'a Street Matt Christensen 10 Pioneer Trail Bill Schubert 9610 Meadowlark Lane Tori & Robert Conrad 1680 West Farm Road, Chaska Scott Anderson 5637 Scenic Drive Richard Etshokin Elk River Elizabeth Vogel 105 Pioneer Trail Wes Dunsmore 735 West 96'° Street John Saunders 2708 East 491h Street, Minneapolis Teri Byrne 700 West 96'° Street Joy Gorra 1680 West 78'h Street Gary Carlson 3891 West 62°d Street Miron/Anne Marcotte 7240 Galpin Boulevard, Excelsior Judy Walstad 10071 Great Plains Boulevard PUBLIC HEARING: TWEET DENTAL — SITE PLAN REVIEW TO BUILD A 5,352 SQUARE FOOT DENTAL CLINIC (TWEET DENTAL) ON PROPERTY LOCATED AT 7845 CENTURY BOULEVARD. Generous: Thank you chairman, commissioners. Planning Case 2017-01 is Tweet Pediatric Dental. It's a site plan review. Today's the public hearing. This goes to City Council on February 2r. This property is located at 7845 Century Boulevard. This is at Century and Highway 5. It's on the southwest comer. The site is zoned planned unit development. This is a business industrial park. There are some commercial type uses in there as well as office industrial sites. The property is Lot 1, Block 1, Arboretum Business Park 6' Addition. This development actually began in the mid 1990's and this site has been vacant for, since 2003. The �SCARNED Chanhassen Planning Commission — February 7, 2017 site is approximately 2 acres in size. In 2003 the final plat for Arboretum Business Park 6`s Addition was approved. At that time the Holiday Inn Express which is located immediately to the east of this was also approved. The two sites share one access point onto Century Boulevard. This is in an easement document that is in place for the development and that site has to, there's an easement that lays across the property. With the Holiday Inn Express the southern parking area was installed. However no other improvements were made for that. There is a trail system that connects Century Boulevard to the Holiday Inn site and this, that will continue with this development. In 2006 a restaurant was actually approved for construction on this property but it was never developed and that site plan has since gone away. The building, the proposed building is approximately 5,700 square feet. It's a one story. We believe it's attractive. It sort of fits in with the building that's south about a quarter mile away up on the hill which has a gray tone to it. Gray and black. This building is multiple shades of gray. There is some sand colored EIFS on it. The primary building material will be that gray block. Entrance again is to the building will be on the east side which is this location. It has a high roof overhang covering this. It's a type of a canopy entrance if you will. Parking is located to the south and east of the building. There is a small play area proposed in the northeast comer of the site. The proposed layout complies with all the zoning requirements on this so it meets setback requirements. In the future they anticipate extending the building to the south from it's current location. However at this time they're not ready to show that so if they, when they do do that they'll come in for a separate site plan review because it will be greater than a 10 percent expansion on the building. I should say the upper levels, these lighter colors are made of EIFS material which is an exterior insulating finishing system. It's, you can do some good architectural things with it. It's a little softer and so we require that that be higher on the building so people don't poke into it as much. Again it has comer elements of stone which is, will provide additional architectural balance to the building and it also has multiple windows on all sides. As part of the grading plan they will be incorporating an infiltration basin on the west side of the building. This is based on the new watershed standards. They have to hold the first 1.1 inch of storm water on the property. Again the parking will be installed. The site was preliminary graded as part of the Holiday Inn Express so there is not a lot of new grading going on for this site except for the building location and to create the final layout for the parking lot and the storm water improvements. The landscaping plan complies with ordinance. The only thing we came up with is we want them to provide a little bit more diversity in the tree materials that they have and also to add 3 trees along the south property line. Otherwise the proposed development complies with both the zoning and Comprehensive Plan and staff is recommending approval of this subject to the conditions in our staff report. With that I'd be happy to answer any questions. Weick: Anyone? With no questions if the applicant would like to either make a presentation or clarify anything if they're present. Tori Conrad: Sure. So my name is Tori Conrad. I'm a pediatric dentist. Owner of Tweet Pediatric Dentistry. I've been at the current location now at Century Boulevard and Highway 5 for the last 5 years. We are kind of outgrown our current space of 1,900 square feet so we want to accommodate our patients from you know the Eden Prairie area all the way out to Hutchinson 2 pi Chanhassen Planning Commission — February 7, 2017 so right now our patient population stretches that far out and so we, it's very much needed in our community so I look forward to becoming a long term you know part of the community and I do want to thank everybody for their time and consideration for us being here so thank you for your time. Weick: Thank you. Robert Conrad: I'm Robert Conrad. Dr. Conrad's husband but the only thing I talked to Bob about this but the only thing that may change slightly is the consideration for the barrel vaulted roof. That portion, depending on how budgets come out we're looking at maybe doing a single vaulted or a single pitch vaulted. Kind of a chalet looking type thing. Of course anything with that we would come back to the City and look for acceptance on that as well. Weick: Great. Any questions of the applicant at this time? Thank you very much. I appreciate you coming in. Robert Conrad: Thank you. Tori Conrad: Thank you. Weick: Look forward to you growing. That's good news. At this time we can open up the public hearing portion. If anyone would like to come forward and state any comments for or against or otherwise. Seeing nobody come forward I will close the public hearing portion. Commissioners any discussion? It sounded like things were pretty straight forward. Randall: I would agree. Weick: No questions? Growing businesses in Chanhassen are a good thing so. Madsen: Beautiful building. Weick: Yeah I think either way with the roof probably I would assume would be amenable to the City. Hearing nothing I would entertain a motion. Undestad: I'll make a motion. I recommend the Chanhassen Planning Commission recommends the City Council approve the site plan for a 5,700 square foot one story office building subject to the conditions of the staff report and adopts the Findings of Fact and Recommendation. Weick: With the motion do I have a second? Yusuf. Second. Weick: We have a second. Chanhassen Planning Commission — February 7, 2017 Undestad moved, Yusuf seconded that the Chanhassen Planning Commission recommends the City Council approve the site plan for a 5,700 square foot, one-story building, plans prepared by Schultz Engineering and Site Design and Sjoquist Architects, Inc., dated 01/05/17, subject to the following conditions: Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Environmental Resources: The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces Engineering: 1. An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 4 Chanhassen Planning Commission — February 7, 2017 3. The existing 18" reinforced concrete storm sewer in the southwest corner of the property must be removed or abandoned. Planning: 1. The applicant shall enter into a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. Chanhassen Planning Commission — February 7, 2017 All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARINGS: CITY CODE AMENDMENTS: Weick: Kate with your permission. Aanenson: Sure, I think Chair since we did notify the stables and I think there are quite a few people here for that item, that under the code amendments I would recommend that we move that one forward first. Then you can have that public hearing and close it and move on and then I think the rest of them won't have quite as much public comment but if that's alright I would recommend you modifying that and taking stables in the residential as your first item. Weick: We will do that. So the first item on the agenda will be, it's listed as B-2(h) in our packets but it's stables in residential single family districts. H. STABLES IN RESIDENTIAL SINGLE FAMILY DISTRICTS. Weick: At this time we open it up for staff presentations. Generous: Mr. Chairman, commissioners. This item is part of our cleaning up the code if you will. Initially we began looking at the stable ordinance in 2014. At that time we were just looking at providing housing and pasture area minimum requirements and then, but that was pushed back by City Council. They said they didn't want to go forward. Last year we had a stable permit that was issued in a single family residential district. After that approval council directed staff to re-evaluate the ordinance and determine whether or not it was appropriate use in the single family residential district. Currently it's an interim use in there and you can also get an interim use for a commercial stable in an RFS district. Our agrarian past led to us having stables in those areas and we used to have much larger lots. Over time we've had these more suburban style subdivisions and so it doesn't seem to be as an acceptable use in our neighborhoods and so that was the instigation to bring this back again. We are proposing that that be eliminated as an interim use in our RSF district. It would still be permitted in our agricultural districts which are A-2 and RR residential districts. There's actually 3 parts to this. One would be the adding of the definition to Chapter 1. Free choice means that the horses are able to get into their shelter without human intervention. We also added that a mini horse to define what that is. And then also a definition of what a pasture is. I should step back a second. I did prior to the hearing put some packets out in front of you. This one item was a letter from Liz Vogel with her comments on the ordinance and concerns about loss of ability to have horses there. While I haven't completed the analysis of this I actually believe that I did one for Mr. Christensen and he was able to actually have more horses under the proposed ordinance than he does under the existing ordinance. The limiting factor tends to be the shelter size because we're proposing that you have a minimum standard for that of 240 square feet and that was the other question. One of the property owners, and I believe you got that letter previously in the attachment had said that the Minnesota Extension Services suggested or recommended 144 0 Chanhassen City Council — February 27, 2017 EMT's and to come to mass and the Father gave a nice blessing. Called them all up to the alter and gave them a nice blessing followed by a wonderful reception afterwards so I thought it was just a wonderful event that St. Hubert's did and I really appreciate you being there and you had a lot of representation and I thought it was really important to recognize the incredible work that you all do so I commend St. Hubert's for putting the program together but I would like to second their thanks and appreciation for the hard work that you as our local heroes do and I know Chief I believe you're going to St. Hubert's tomorrow with a truck and the big rig and then they're going to be delivering notes of appreciation to City Hall to be distributed to the different fire houses as well as to Carver County so again thank you for your service and all that you do for our community. We really appreciate it. Lt. Eric Kittelson: Thank you. Councilwoman Ryan: Thank you. Mayor Laufenburger: Thank you. Any other questions or comments? Thank you Lieutenant. Lt. Eric Kittelson: Thank you sir. TWEET DENTAL, 7845 CENTURY BOULEVARD: APPROVE SITE PLAN TO CONSTRUCT A 5,700 SQUARE FOOT DENTAL CLINIC ON APPROXIMATELY TWO ACRES OF PROPERTY ZONED PLANNED UNIT DEVELOPMENT (PUD). APPLICANT: ROBERT CONRAD, RGR HOLDINGS, LLC. Mayor Laufenburger: I bet we have a staff report. Is that you Ms. Aanenson? Kate Aanenson: Yes we do, thank you Mayor, members of the City Council. This item appeared before the Planning Commission on their February 7`s meeting and they voted 5-0 to approve it. So this case is for a dental clinic and it's located at 7845 Century Boulevard. The applicant is RGR Holdings and Steve Slowey. This site has a little bit of a lengthy history. There's been a lot of uses been applied here. This is part of a PUD that we put in place under underlying industrial zoning district and the purpose of the PUD was to allow some support commercial such as a bank at the very southern end. We have the gas station there and where the Holiday Inn was it was envisioned that there could potentially be a restaurant. As it turned out there was a lot of interest in drive thrn's. Fast food or coffee shop but the turning movements really didn't work there very well so we're really pleased to have this project come forward which fits really well and is a good compliment to the site and that is a dental clinic. So this site is about 2 acres in size and it's the building itself is 5,700 square feet and it does have the potential for adding on. So the architectural views here, it's a very nice building. It meets all of the city ordinances regarding architectural detail. Regarding the 50 percent fagade or excuse me, transparency on the fagade and then maximum height of 21 feet on the top of the barrel. The one thing that they've indicated to us, which we would consider a minor change depending on how the bids come back, it might be more of a shed roof which we're certainly comfortable with. 6 ��'�'� NNED Chanhassen City Council — February 27, 2017 Again just the single story. Again a nice presentation along Highway 5 and potential for the expansion. You can see on here where the potential expansion area would be and the orientation. This site was previously graded when the Holiday Inn went in and access to the Holiday Inn would be a shared access. Just go back a slide here so this is a shared access for the Holiday Inn would also be used by Tweet Dental and this would be the turning movement coming in and that's what we talked about before that would be a little bit tight. They're coming off Highway 5 or some of the other uses that were anticipated there so they meet all the requirements for parking and landscaping and the like. There's some minor changes that had to be made but those can all be accommodated with the site plan agreement. Again it was previously graded. They're managing their storm water pond and drainage. One of the things that they also are contemplating is a continuation of the sidewalk that allows you to get from Life Time over to the trail. That one foot trail that goes around this park. So again the landscaping plan. Just a couple of minor changes that need to be made on that and with that we are recommending approval for the site plan of the 5,700 square feet subject to the conditions of the staff report and I'd be happy to answer any questions that you may have. Mayor Laufenburger: Alright thank you Ms. Aanenson. In just a moment I'm going to ask the applicant to come forward but before I do that does the staff have any questions of, excuse me. Does council have any questions of staff? Just one Kate. The parking which is currently present, is the applicant using that parking in addition to their own parking to satisfy. Kate Aanenson: They can. Yeah there's cross access between this one so they can. Mayor Laufenburger: Okay so the parking is satisfactory. Kate Aanenson: Correct. Mayor Laufenburger: Alright. Okay. Any other? Would the applicant like to come forward, either representatives from RGR or Mr. Slowey? I just ask that you introduce yourself and your address for the record. Carl Robertson: Good morning Mayor, council. My name's Carl Robertson, President of Sjoquist Architects for the 2800 University Avenue in Minneapolis. Mayor Laufenburger: Carl is that right? Carl Robertson: Carl. I've been working with the Conrad's on the design for this. I say there's still some tweaks to work out but we're just you know moving on that you've seen pretty much where we're going with it. I think the presentation pretty much said it all. I'm here to just answer any questions you might have. Mayor Laufenburger: Okay. Council any questions of the Conrads or Mr. Sjoquist? Chanhassen City Council — February 27, 2017 Kate Aanenson: I was just going to add they have an existing business in town so we're excited that they're expanding and I think they shared with the Planning Commission so maybe they might want to tell you a little bit about their business. Mayor Laufenburger: Yeah that was noted in the Planning Commission. Mrs. Conrad if you would like to address this. Tori Conrad: Sure. Mayor Laufenburger: It was noted that you're actually in a business setting just on the north side in that, whatever that's called on the north side of 5 and you've kind of outgrown that space, is that correct? Tori Conrad: Correct, yes. Yes good evening. Thanks for having us. I'm Tori Conrad. I'm a pediatric dentist for Tweet Pediatrics and we opened the practice 5 years ago. You're right it is part of the Century Plaza and so it's right across the street behind the gas station. We have currently 1,900 square feet and we are outgrowing it so we look forward to being a long term part of the community and we serve a lot of the surrounding areas as well so we thank you for your time and consideration and we're excited to be a big part of the community. Mayor Laufenburger: And you will be the west gateway to the dental community of Chanhassen is that correct? I think so. Well we're pleased that you've not only chose to bring your business here. Did you say 5 years ago, is that correct? Tori Conrad: Yes correct, from South Carolina. Mayor Laufenburger: Wow. And you love the weather here is that right Tori? Tori Conrad: Yes. Mayor Laufenburger: Anyway we're glad that you've decided to make your business home here in Chanhassen. Do you have any other comments you'd like to make? Mr. Conrad. Robert Conrad: No. Mayor Laufenburger: Okay. Alright. Alrighty. Well thank you very much. Tori Conrad: Thank you. Mayor Laufenburger: Alright let's bring it back to council. Any questions or comments or motion. Councilwoman Ryan: Mayor I have a question. Chanhassen City Council — February 27, 2017 Mayor Laufenburger: Certainly Councilwoman Ryan: So are there two phases of the building? Is that my understanding or you said for when you talked about expansion. Carl Robertson: At the moment just one phase is planned. Just the clinic but there is enough parking and the area is there so that if the practice continues to grow there's talk about possibly adding an orthodontic component to it and they'll be expanding it to the south. Councilwoman Ryan: Okay so the building or the drawings that we see here that's Carl Robertson: That's all that's on the board for now. Councilwoman Ryan: That's okay. Todd Gerhardt: Kate could you show the expansion area on the previous slide? Kate Aanenson: Yep, so as planners and as a good architect always provides that opportunity that they have a place to expand so this would be the area to expand right in here correct. Carl Robertson: Correct. Councilwoman Ryan: I got you okay. Kate Aanenson: So that's we're hoping it grows well, yeah. Mayor Laufenburger: Well the building looks quite attractive so I think it will fit in very well there. Councilwoman Ryan: And one last question Mayor. Mayor Laufenburger: Go ahead. Councilwoman Ryan: And so now with this structure in terms of runoff, I know that there's that big. Kate Aanenson: They're... capacity here. Councilwoman Ryan: Okay so that's where all the runoff will go there, okay. Okay nothing further, thank you. Mayor Laufenburger: Alright. Any other questions, comments or motion? Chanhassen City Council — February 27, 2017 Councilman McDonald: Mr. Mayor. Mayor Laufenburger: Mr. McDonald. Councilman McDonald: I would like to make the motion that the Chanhassen City Council approves the site plan for a 5,700 foot, 5,700 square foot one story office building subject to the conditions of approval and adopts the Findings of Fact. Mayor Laufenburger: Very well. Is there a second? Councilwoman Ryan: Second. Mayor Laufenburger: Alright we have a motion and a second. Is there any further discussion? Councilman McDonald moved, Councilwoman Ryan seconded that the Chanhassen City Council approve the site plan for a 5,700 square foot, one-story buildings, plans prepared by Schultz Engineering and Site Design and Sjoquist Architects, Inc., dated 01/05/17, subject to the following conditions and adoption of the Findings of Fact: Building: The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Environmental Resources: 10 Chanhassen City Council — February 27, 2017 The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. Incorporate one additional reliable tree species as a substitute for some of the red maple. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces. Engineering: An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 3. The existing 18" reinforced concrete storm sewer in the southwest corner of the property must be removed or abandoned. Planning: The applicant shall enter into a site plan agreement prior to receiving a building permit. A separate sign permit application, review and approval shall be required prior to site sign installation. Water Resources: The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/Site Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent 11 Chanhassen City Council — February 27, 2017 certificate of occupancy. Or if agreed to by both parties, the City may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the City prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatenng), Riley -Purgatory -Bluff Creek watershed district, and comply with their conditions of approval. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: Congratulations Conrads, Mr. Sjoquist. Build it and they will come because they're coming right now. Ahight thank you very kindly. Thank you Ms. Aanenson. COUNCIL PRESENTATIONS. None. ADMTNISTRATIVE PRESENTATIONS. Mayor Laufenburger: Mr. Gerhardt, administrative presentations. Todd Gerhardt: I just want to thank the Mayor, Paul Oehme for their efforts here in lobbying on our 101 highway turn back project. Last week we met with Representative Torkelson to express our views on the need for the 101 to be turned back to Carver County and today we met with Senator Newman and expressed our concerns on the need for the turn back and both were very receptive and Mr. Newman, Senator Newman was even going to travel down 101 on his home today so I just want to thank them for their time and effort that they put forth on this project so we're moving ahead. We met with several people and our bills have been introduced. Mayor Laufenburger: Good, thank you. Let me just make one comment before I ask for adjournment. Next Monday on March 6`s I will be addressing the City of Chanhassen in what I call the State of the City. Now in the past the mayor, not only me but even a previous mayor addressed the city at various venues, whether it was Rotary or Buy Chanhassen. I decided that it 12 CITY OF CHANHASSEN - Chanhassen is a Community for Life- ProvidingforToday and Planning for Tomorrow MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: February 27, 2017 QW SUBJ: Planning Case 2017-01 — Tweet Dental Site Plan Review PROPOSED MOTION "The Chanhassen City Council approves the site plan for a 5,700 square foot, one-story office building subject to the conditions of approval and adopts the Findings of Fact." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The applicants, RGR Holdings, LLC. and Steve Slowey, are requesting site plan approval for a 5,700 square foot, one story office building to be used for a dental clinic. There is area for building expansion to the south of the proposed building. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on February 7, 2017 to review the proposed subdivision. The Planning Commission voted 5 — 0 to recommend approval of the site plan subject to the recommended conditions of approval. There were no issues or concerns regarding the proposed development. The applicant did state that they may change the northern roof to a sloped, rather than barrow, roof, but they need to evaluate the cost. Planning Commission minutes for February 7, 2017 are included in the consent agenda for the February 27, 2017 City Council packet. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Planning Commission Tweet Dental — Site Plan Review — Planning Case 2017-01 February 27, 2017 Page 2 of 2 RECOMMENDATION Staff recommends approval of the site plan for a 5,700 square foot, one-story building, plans prepared by Schultz Engineering and Site Design and Sjoquist Architects, Inc., dated 01/05/17, subject to the conditions of approval. ATTACHMENTS Planning Commission Staff Report Dated February 7, 2017. GAPLAM2017 Planning Cases\17-01 Tweet Dental -Site Plan Review\Executive Summary Tweet CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: February 7, 2017 8 CC DATE: February 27, 2017 REVIEW DEADLINE: March 7, 2017 CASE #: 2017-01 BY: RG, TJ, ML, JM, JS, SS "The Chanhassen Planning Commission recommends approval for site plan for a 5,700 square foot, one-story office building subject to the conditions of the staff report" SUMMARY OF REQUEST: Site Plan Review to build a 5,700 square -foot dental clinic (Tweet Dental) LOCATION: 7845 Century Boulevard Lot 1, Block 1, Arboretum Business Park 6th Addition APPLICANT: RGR Holdings, LLC. Steve Slowey 0, 2665 W. 78m Street 2505 Burleigh Street Yankton, SD 57078 Chanhassen, MN 55317 (952)401-3341 (605)665-8489 RConrad(a),Tweet8Smiles.com Steve_Slowey@hotmail.com PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: ACREAGE: 2.03 acres Office Industrial DENSITY: 0.06 F.A.R. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting site plan approval for a 5,700 square foot, one story office building to be used for a dental clinic. The site has potential for future building expansion. APPLICABLE REGULATIONS Chapter 20, Article 2, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Arboretum Business Park Development Standards Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 2 of 13 BACKGROUND On January 23, 2006, the Chanhassen City Council approved Site Plan Planning Case #05-40 for a 6,808 square -foot restaurant on Lot 1, Block 1, Arboretum Business Park 6th Addition. The building was never built. On October 13, 2003, the Chanhassen City Council approved PUD #92-6 granting final plat approval for Arboretum Business Park 61' Addition creating two lots. On September 22, 2003, the Chanhassen City Council approved the following: • The preliminary plat for Arboretum Business Park 6 b Addition. • Site Plan #2003-8, with a 15 percent variance from the 50 percent fenestration requirement to permit 35 percent fenestration on the northern building elevation on Lot 2, Block 1, Arboretum Business Park 6`s Addition, for Holiday Inn Express. • A sign variance to permit signage on the western building elevation of the Holiday Inn Express On April 14, 2003, the Chanhassen City Council approved an ordinance amending the Planned Unit Development for Arboretum Business Park adding Personal Services as a permitted commercial use and as the Third Amendment to the Arboretum Business Park Development Contract/PUD Agreement. On December 10, 2001, the city approved an amendment to the Planned Unit Development (PUD #92-6) Development Contract/PUD Agreement for Arboretum Business Park incorporating printing as a light industrial use; permitting indoor recreation/health clubs and recording studios in the existing office -industrial buildings in the project; and prohibiting vocational schools, public buildings (except in Outlots A and B), screened outdoor storage, and food processing. On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (IUP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the Bluff Creek Overlay District. The IUP and CUP included this property. On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 3 of 13 On June 23, 1997, the City Council approved a Resolution that the AUAR be revised to incorporate the summary of issues and mitigation plan contained in the staff report, that the revisions to the Traffic Study prepared by SRF outlined in the staff report be incorporated into the study, and that the revised AUAR be adopted by the city. On May 27, 1997, the City Council approved the following: • Approved the first reading for rezoning the property from Agricultural Estate, A2, to Planned Unit Development, PUD. • Approved the preliminary PUD #92-6 for an office/industrial business park and preliminary plat approval for 12 lots, two outlots and associated right-of-way subject to the plans dated April 4, 1997, revised May 23, 1997, with conditions. • The City Council approved a Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. • The City Council approved Interim Use Permit #97-1 for Gateway West Planned Unit Development site subject to conditions. DISCUSSION The applicant is requesting site plan approval for a 5,700 square foot, one story, dental clinic with space for future expansion. ARCHITECTURAL COMPLIANCE View from South View from West Vier from Southeast Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 4 of 13 Size Portion Placement The main entry is located in the east side of the building and is accentuated by a high roof supported by a timber column. Bending the building transforms a single element into two, and by offsetting the walls and raising the roof on each end, a third element by clearly defining the middle from the two ends. Material, Color and Detail The applicant is proposing the use of Midnight gray concrete blocks as the base material, transitioning with a layer of darker gray sill and white trim board to a sand colored exterior insulation finishing system (EIFS) topped by a charcoal gray soffit and fascia. In some area, the transition is from gray concrete block with an edge of darker gray sill to an aged pewter hardie plank siding. The comers have 3/4rd columns of cobalt creek stone fagade. Height and Roof Design The building height is 16 feet to the top of the plate with an 18-foot height to the top of the flat roof and a 21-foot height to the top of the vaulted roof. Alcoves have been created in the high roofs to provide screening for rooftop equipment. Timber beams are shown supporting the high roof areas of the building. Roofing material is charcoal gray, standing seam, metal material. Facade Transparency The applicant meets the 50 percent glazing (window) requirements. In the service and storage areas, landscaping and building architecture will be used. Loading areas, refuse area, etc. Delivery and service overhead door is located in the northwest comer of the building. Lighting The applicant is proposing three 25-foot tall light poles for the parking area with additional 10-foot tall pedestrian scale light poles along the play area. Signage The applicant is proposing signage on the west elevation of the building and a monument sign at the entrance. Signage must follow the standards for the IOP district. A separate sign permit must be submitted for each sign. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 5 of 13 The proposed locations appear to comply with code, however, staff has not completed a review of sign dimensions to determine code compliance. Site Furnishings The applicant is proposing a playground area to the northeast of the building. A picnic table is proposed to the north of the building. Landscaping Minimum requirements for landscaping include 2,150 sq. ft. of landscaped area around the parking lot, 8 trees and 4 landscape islands or peninsulas for the parking lot. Boulevard trees are also required along Century Boulevard as well as buffer yards on the north and west sides of the property. 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 2,150 s . ft. >2,150 sq. ft. Trees/ parking lot 8 overstory 4 islands or peninsulas 8 overstory 6 islands/peninsulas Boulevard trees —1 per 30' S overstory trees 5 overstory trees Bufferyard B — north property line —180' 1 Overstory trees 3 Understory trees 3 shrubs 4 Overstory trees 0 Understory trees 6 shrubs Bufferyard B — west property line —170' 1 Overstory trees 3 Understory trees 3 shrubs 5 Overstory trees 0 Understory trees 0 shrubs The applicant is proposing to install a pollinator -friendly prairie mix of native grasses and flowers in the open areas of the project. This type of groundcover will not need irrigation once established and none has been proposed. The proposed mix, once established, will range in height from 2 feet up to 6 giving an overall undulating and pleasing view. Since the height of the ground cover will be as tall as proposed shrubs, staff recommends that the prairie fulfill the requirement for the 3 shrubs along Century Blvd. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 6 of 13 Staff would like to see some diversity in the tree selections for the site. Only 2 trees are specified for the whole site, red maple and Scotch pine, and red maple has not proven to be sustainable in any past commercial planting plans. Incorporating one additional reliable tree species as a substitute for some of the red maple may help offset the cost of future tree replacements, if necessary. To the south of the proposed building, there are 27 existing parking spaces that are part of the property. To meet parking lot landscaping requirements for this area, a total of 3 overstory trees will be required to be planted along the south side of the parking area. Access, Lot Frontage and Parking Location The lot fronts on two public streets: Highway 5 and Century Boulevard. Its only access is via Century Boulevard. Parking is located to the south and east of the building and exceeds the minimum requirements for this type of use. Access to the site will be from Century Boulevard via the driveway that currently serves the Holiday Inn Express property. A 40-foot wide access agreement, shown in green on the adjacent graphic is in place to allow for the shared access. Based on the existing and proposed improvements on the site and the Holiday Inn Express property cross access will also exist on the east side of the site; this will require a cross access agreement as well. The approximate limits of this additional area is shown in orange on the adjacent graphic. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 7 of 13 Miscellaneous The building is required to have an automatic fire extinguishing system. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). Detailed occupancy related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. PARKS & RECREATION The applicant is proposing a sidewalk connection to the trial within Century Boulevard. No Park and Trail frees are being collected because there is no subdivision. UTILITIES The developer will extend sanitary sewer and water service to the building from the existing stubs on the property. A hydrant is required in the boulevard area adjacent to the building per the Fire Chief (see graphic below). Fire hydrant required here per the Fire Chief Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 8 of 13 ,ei 171O I Ye The north half of the site currently drains to a one -inch reinforced concrete storm sewer that connects to a catch basin in the southwest comer of the existing parking on the site. This storm sewer connects to the system within Century Boulevard. Due to the proposed site grading this 18-inch storm sewer must be removed or abandoned. DRAINAGE AND EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). All erosion control shall be installed and inspected prior to initiation of site grading activities. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 9 of 13 The applicant has proposed an infiltration basin in the western portion of the parcel. Silt fence with steel posts shall be installed around the perimeter of the infiltration basin area prior to the start of grading. The applicant and its contractor shall protect the area from compaction and disturbance during construction. The basin shall be excavated after the site work is substantially complete and the slopes have been stabilized. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. The applicant shall obtain permits from all appropriate regulatory agencies and comply with their conditions of approval. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The applicant is proposing the construction an infiltration feature to treat runoff from an area equivalent to the newly created impervious surface. The applicant must achieve the 90% TSS and 60% TP removal using removal efficiencies recognized as industry standards or otherwise justifiable. The submittal did not include any water quality modeling. This will need to be provided and approved by city staff prior to issuance of a building permit. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. The infiltration basin must be placed within a drainage and utility easement. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and fivquency of said maintenance. A sump manhole with a minimum depth of 4 feet shall be constructed at the last CBMH prior to discharging towards the infiltration basin. The pipe shall come out of the last structure into the infiltration basin no stepper than 1.0 percent. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 10 of 13 SITE CONSTRAINTS Wetland Protection There is a wetland located in the southern portion of the site south of the trail system. The proposed development should not impact this wetland. Bluff Protection There are no bluffs on the property. Shoreland Management The property is not located within a shoreland overlay district. Floodplain Overlay This property does not lie with a floodplain. COMPLIANCE TABLE Building Height Building Setback Code 3 stories 40 feet N-70'E-0' W-50'S-0' Parking Stalls 60 stalls (Clinic = One space per 150 square feet) Parking Setback N - 50' E - 0' W-20'S-0' Hard Surface Coverage 70% Proiect 1 story 21 feet (to top of vaulted roof) N-71'E-113' W-52'S-180' 73 stalls N-50'E-10' W-125'S-83' 40% Lot Area 43,560 sq. ft. 57,588 sq. ft. (1.32 ac.) Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 11 of 13 Staff recommends that the Planning Commission recommend approval of the site plan for a 5,700 square foot, one-story building, plans prepared by Schultz Engineering and Site Design and Sjoquist Architects, Inc., dated 01/05/17, subject to the following conditions: Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a pemut must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Environmental Resources: 1. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 12 of 13 Engineering: An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 3. The existing 18" reinforced concrete storm sewer in the southwest comer of the property must be removed or abandoned. Planning: 1. The applicant shall enter into a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. Planning Commission Tweet Dental — Site Plan Review February 7, 2017 Page 13 of 13 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Tweet Pediatric Dentistry — Design Consideration 4. Reduced Copy Title Sheet 5. Reduced Copy Alta/NSPS Land Title Survey 6. Reduced Copy Grading Plan 7. Reduced Copy SWPPP Notes 8. Reduced Copy SWPPP Plan View 9. Reduced Copy Utility and Paving Plan 10. Reduced Copy Landscape Plan 11. Reduced Copy Site Plan 12. Reduced Copy Floor Plan 13. Reduced Copy Exterior Elevations Exterior Finish Schedule 14. Reduced Copy Photometric Plan 15. Email dated January 12, 2017 from Carrie Bauer, CenturyLink to Jenny Potter/Bob Generous 16. Public Hearing Notice and Mailing List GAPLAN\2017 Planning Cases\l7-01 Tweet Dental - Site Plan Review\staff report tweet.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of RGR Holdings, LLC and Steve Slowey for Site Plan approval for a 5,700 square foot, one story, office building. On February 7, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of RGR Holdings, LLC and Steve Slowey for site plan 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 Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park 61° Addition. 4. 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 as well as meeting the design standards for Arboretum Business Park. b. Is consistent with site plan division; Finding: The proposed development 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 grading on the parcel. The proposed development is 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. 5. The planning report #2017-10, dated February 7, 2017 prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan for Tweet Pediatric Dentistry subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 7'b day of February 2017. CHANHASSEN PLANNING COMMISSION BY: Its Chairman CQM fUN(fY DEV f,QPMEN7 DEPARTMENT PJa 1 ri lkd0�+7700MarketBoulevard �� ' 6La l g ress .t]. Box 147, Chanhasidk'JN$6317 53001504 (952) 227-1110 z "tom Q r ba !s APPLICATION 11FFOR DEVELOPMENT REVIEW Date: _ cc Date: -Day Review Date: t� Section 1: Application Type (check all that apply) (Rehr to the appropriate Application Checklist for required submittal infbrmstfon that must accompany this spolk ation) ❑ Comprehensive Plan Amendment ........................ $600 ❑ Subdivision (SUB)v ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Create 3 lots or less ..................... . $300 ❑ Create over 3 lots.......,.., lots $600 + $15 per lot El Conditional Use Pernik (CUP) ❑ Single -Family Residence ..... ........................... $325 (—.......................... ) ❑ Motes l3 Bounds (2 lots) ... $300 ❑ All Others ..................................... ....................$425 [3 Consolidate Lots ....... .,....a .................. ❑ Interim Use Pernik (IUP) ❑ Lot Line Adjustment ............... ❑ Final Plat .............................. $700" ❑ In conjunction with Single -Family Residence.. S325 (includes $450 escrow for attomey costs)* Others__ -All ................. $425 ••^^•^^.•.•.•.•.••. 'Additional escrow may be required for other spplicellara t ❑ Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) ................. $750 ❑ Vacation of Easements/Right-of-way (VAC)..,_. 3300r. 1 ❑ Minor Amendment to existing PUD.................$100 (Additional recording fees may apply) ; i ❑ All Others .........................................................SSW ❑ Variance (VAR) .................................................... j ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) a ❑ Site Plan Review (SPR) ❑ Single -Family Residence ................ ..... ... $150?`i t ❑ Administrative.................................................. $100 ❑ All Others...................................................... $275 ❑� Commercial/IndustrialDistricts '..........._.........$500 ❑ Zoning Appeal :. Plus $10 per 1,000 square feet of building area: ............................................. ....... . $100 5,700 thousand square feet) *Include numbe(of i i employees. ❑Zoning Ordinance Amendment (ZOA)................. E51)0::•.�:`•; 'Include number of aC.. employees: ❑ Residential Districts.unit.................................. $5D0 NOTE When multiple applications are processed concurrently, Plus $5 per dwelling (_ units) the appropriate fee shell be charged for oath application.r unit NotificationSign (City to install and remove) ....... ..................................................................................................... ....... .:. $200 Q Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ❑ (_ addresses) ✓ Escrow for Recording Documents (check all that apply).......................................................................$50 per doculment ❑ Conditional Use Permit ❑ Interim Use Permit m Site Platt Ag ❑ Vacation ❑ Variance [} Wedsnd ❑ Metes & Bounds Subdivision (3 dots.) ❑ Easements( easements) TOTAL FEE: Z537 00 Section 2: Required Information Description of Proposal; Proposal to build a 5700 square foot pediatric dental office. 3rope Address or Location: 7645 Century Blvd, Chanhassen MN 55317. ft 250730010 Legal Description; Lot 1, Block 1, Arboretum Business Park 6th Addition A $I ee r ,Wetlands Present? ❑Yes No n '�nr)ed Ltt(t Development (PUD) Requested Zoning: Planned Unit Development (PUD} _. APPLICANTOTIiERTHANPROPERTYOWNER'j(t"11g#ttt€pplk '(,b# plitteP(esentt javei�o`3Btaln$ authorization from the property owner to file this appgastiort I agree to be bound by conpniott +'f,A `l r$i13 t the [Ightto object at the hearings on the application or during the appeal period If this ap(iltcaftlj,� + the property owner, I have attached separate dpcurttantatlon of full legal capacity to file the applitf(Q1t�li should be processed in my name and I am the party wftom the City should contact regarding an}!ffYtfefNpBrtabii{i application. I will keep myself Informed of the deadlines for submission of material and the progress.df tY tsppitcaffn further understand that additional fees may be charged for consulting fees, feasibility studies, at with an estimate proof to ' any authorization' to proceed with the study. I certify that the Information and exhibits submitted are true and correct Name: RGR Holdings, LLC Address: 2665 W 78th Street City/Stateop: Chanhassen, MN 55317 Email: RCo e t ii .coo Signature: Contact: Robert Conrad Phone: (952):401-3341 Cell: Fax: Date: _ _ 1/4117 PROPERTY OWNER: in signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I wilt 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. I certify that the information and exhibits submitted are true and correct. Name: �7L)r Sj Contact: 9/'e ale �fnwY Address: a 5d5 guNlcrn to STncc Phone: L,oS- 44.5 - S411'( City/State/Zip: ST S-7o'7 A Cell: rn o S - 4 L / - y 5 So Email: S-re ve,5towe 2,In0T-wt0,'t•cow.. Fax: ! S-COGS--!SQB3 Signature: � _ _� L_ Date: ) - �i - ) % This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. 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. PROJECT ENGINEER (if applicable) Address: _ .City/9tate/21p: §; Ertail: Contact: Phone: Cell: Fax: INo.toptes of staff reports? 'Other Contact Information: W.VW'E] Email ❑ Mailed Paper Copy Name: Uas ❑ Email ❑ Mailed Paper Copy Address: ❑ Email ❑ Mailed Paper Copy City/State/zip: Via. ❑ Email ❑ Mailed Paper Copy Email: t Complete all necessary form fields, then select SAVE FORM to save a to city along with_ required documents and payment. SUBMIT FORM to; Ulfed). - SAVE:FORNI PRINT FORMEB.Y,_ i s:t Tweet Pediatric Dentistry - Design Considerations The Users There are two primary user groups in this facility whose needs and wants are the driving factor for most of the design decisions. The fast is the Doctor and her staff who are going to spend a good portion of their waking hours here. It is vital that every morning as they walk through the doors they have reason to pause and reflect on how much they enjoy the space and how well it supports them as they treat their patients. If the design achieves that, they will have a good day, and their patients will have a good experience. The second user group is the patients. Visiting the dentist can be a frightening experience for a child, and if that fear is not allayed, it is a fear that can stay with a person for the rest of their life. It is vital that as they approach and move through the facility it is inviting, honest (yes, kids get that), non -threatening, and even fun. The Building Complexity adds interest, but it also adds to the construction budget. The most economic building to construct is a rectangular box, which is where we usually start, but it isn't where we want to end. As we add complexity, we want to maximize the benefit while minimizing the cost, and it is important that there is an honest justification behind any decision, that it is not arbitrary. While this site abuts public streets to the north and west, the site is accessed from a private shared drive to the south. The first impulse is to have the building entrance face the public right of way, but the building is not that large, and between the setbacks and a properly sized parking lot the building would get pushed further back and visibility of the office would be compromised. By placing the building as close to the intersection as zoning allows, we maximize the visibility of the dental office to the public, and the angled property line justifies our first layer of complexity, ie, bending the building. Bending the building transforms a single element into two, and by offsetting the walls and raising the roof on each end, we get a third element by clearly defining the middle from the two ends. This corresponds to the three main components of a dental facility, hospitality, treatment area, and support. The interior of the angle also creates a more inviting approach to the building, the entrance naturally occurs in the most protected area and the building appears shorter, more intimate, as the comers fold in to embrace the visitor. These comers are defined by a natural stone, anchoring the building to the earth. The walls leading to and through the entry are burnished block complimenting the aluminum and glass storefront, providing a transition from natural and coarse to polished and smooth as you move from exterior to interior. The footprint of the building is bilaterally symmetric, a balance which people find comforting on a subconscious level, yet the two different roof forms keep the overall composition from being boring and mundane by adding a schism to that symmetry. A number of factors dictated that the treatment area be located in the south end of the building, and since that is where the Doctor and the patients will spend 90% of their time, it made sense that this wing would get the vaulted roof, which is also expressed on the interior with high wood deck ceilings supported by exposed curved glu-lam beams. While the east portion of the north wing will also have high wood ceilings (flat), the west half, like the middle of the building, is exclusively staff and support areas with lower acoustic ceilings where the aesthetics of a vaulted structure would have been lost and wasted. Both of the higher roofs will have an area of low roof encroaching into them, creating pockets for locating the RTUs that will then be screened on three sides by the higher roofs. The Site The development to the east influenced how the site was designed based on shared parking and access easements. That included some parking along the north, so placing our staff parking to the north, along with access to the trash / recycling room was a natural decision and it put these elements away from the client experience. This also reinforced that the treatment area and future expansion of the building be to the south. The angle in the building carries through to the visitor parking, which breaks up an otherwise continuous stretch of uninterrupted parking. The fenced in exterior play area is well visible from the entry, waiting room, and indoor kids' area, and it provides a buffer between staff and visitor parking Landscaping The overriding theme for the landscaping plan is "sustainable". As noted, the setbacks from the right of way are considerable, and the right of way is substantially wider that the physical roadways, so there is a lot of space to fill between curb and building. The juxtaposition of this site with the wetlands and trail to the south make it ideal for seeding with a mix of native grasses and wildflowers (listed on the landscape plan). This mix will provide a bufferyard of pollinator friendly wildflowers which vary in color with staggered blooming times, creating an everchanging landscape throughout the growing season. The native grasses will fill in the matrix, adding more texture and color. This strategy greatly reduces water usage and the burning of fossil fuels by eliminating the need to irrigate and mow regularly. The natural prairie becomes more formal and refined as it meets the building, with the foundation plantings still consisting of grasses but utilizing larger more prominent species spaced regularly. The required ove►story and understory trees are spread around the site and parking area, with understory trees screening some building utilities at the NW comer. NEW BUILDING FOR TWEET PEDIATRIC DENTISTRY KEY TO SYMBOLS O BDILDING STATISTICS • 2012 IBC GROUP / DIVISION B DESCRIPTION OF OCOIPANCY DENTAL TYPE OF CONSTRICTION V B • S-MI ERED AWA 5A52 SO FT BUILDING NEGNT 221-O' 1 STORY TOTAL O=PMTS DENTAL a 100 BPI= 5A52 SP • 53 M SF/OCC NOTE .ad wladcror � raw�rdcrwr dr alrvrxe rcwrLr r.MLIMmu M MLlaurol w 4L erm a re rt w Darew w encaunwa avr weov.eae r�ea� rw-.}W rw10 M Mrlpr M1Kr YrIN MY PWMr YD O[[fK.1vM dr M r IYKWLR r M /IbIIKIf d11 IN i�'.[D:drlLr,YD lM ldlm, IWIAAM"?i"Mir R.w'.le® IxIC M MUL'IKr IW GMIIm M IWL GENERAL NOTES: LL ItlrKYl MrpILIILtlG .Trr r.pprl4 rleiw{UMdCiMdR>NRLr Rn GY 1 ALL aerlrwLD CarerfrrorMlirhraw enxM dlnlfim rwcw !L rw eMvnnD Rw rnwl. ! du aacwnrclar ewu cwaoadrl nexLLola aru meal! ercwwdcrw rL orer a> Leu�a . ulneLnvr 4L race eau raaoa. rLM umr nonllw.s w du rM1lueL! LLCM. erre Yr wrlwL coor aw Al. LOCATION MAP: NOT TO SCALE OUNER xwrrmunu: Dorm rlus rawdoi �.r®—_ firam efie* Gwuwlnwewu r!n Ga® w.na rwe • c.. n • r i.. n r. u. r .. e. ARCHITECT YLrI rle?XIICfi K ICdn RTPIgII rrw.aonuwu r. Mn w laMMGrrvaeou eew w.)lb rr/ w.)x rr RY+ er.buLun.ye.0 ut.ae• NEW SDILDRIG TWEET PEDIATRIC DENTISTRY SHEET INDEX aew mLlrm lMwr CWHASSEN CNANEMTA cwI MaaK xoree leracnurMa MIMIEXITA crag e.awdew Dndus 4M1 M.^Atl RM C.Mi lwT.1Ml1!> b:T. M1MI'RL: C.. N6m LI.Ntl RM LAM LAM Ld1pCMl M1tl/RYrt brMll AM dIOMRcnINLem Rdr/ 4M rIpIRG9M1W 41w MIrrLRlVdfloa /rMaueEllw er Lrren+r+MmficFul OFUAP. ♦A53Et' mmlaa FEG—l%Ell 0 a S yV J cS z °zH Q Z g{ggpepe''H Y33 'a§ g $543's33:9 $ is 9 $i 13Ij;m©*ktyJ©a. sa ?p 1 syE if `Y la l €# }i !$F kill; t€1 III IJIIIIIIII �: � y's � 1} } 3 laY § d � }S },��#£��gy i Y �#fig • �9gg $1;ieFi{i{dFgsa #..JS2s I€tde I34 M`aJJC 3 ��tS9 s �39 EIM fF6 1 fls d F aSa ti:34 1 1 � f}} #�€iiJ# • e e o pe,•eya pale. a. ea. e.e I - >: II 1 td$1 � �� 11M�•i{�s[i °: aJi g€ if €1 t 5 PHI fJ€EeF FFf 11411 1 1Jf 56 Y 51y� G e§ 1 1 i{ts§a}a� S3 aF EalI7 aYP [ Zo .. :i11 ;iil 1,111H fay I Ilr7 / �IIIIIII IISE. � , ::: I \ y:)£ F^e.e I IIIIII Ijllll1711 IIJ�I/�i/�%�% II lldllll ;l I -' •� I� r/ it ; ��iii�in �iliiiijfii f Illltl j 1 III �{ s III I,II �'•�4 �: ! F'_::: f Is lllpl - 11 III I Iit LI I IgPIL I�' I U III § N\ \\\n\ �•li[t �\� , r' �n I'llll \a-( t f71 1 II€�1 �I I I I IIIItit IT Jl,gillh : \z- I�IIII III'��77 � ' 'Ill Ij IIIIiI \' I\ \\ i \ I.I 1 J ,fillII]i I II, IE��Y�� /�; /„�, Y`i II l j €1 •• �\ � / � t. - II III 13'll II (�o \ U111F I1� 1'[ \ \\\ $ I ( _ \ 11 i=Ili- I �5E{ i �.\ \ \ \,i✓.,� aF 1� 1 , ` II'III,6'I t ^sue\d - axvmna...oa an..n. I °usD _I_I `lI fi's �fl=t faaE i awmva,-ya°MpIglvw xaulwlsu�yoy,ea ��muwou g i �f �4 �pi E Qis'% Epii9 i#4�� Ejal, Nil; �i - - :6 i{Q ° e3e, i 3i E$ °s 4Yy jai if ?eo � dg P. m E(i(; °3 gy9ii #3fgYq iE es 9 3� 9 , d �ait if if . p t§ 3' Ex� �i ss s• • LL : i�a aj a:P$ ?S .E �! 0 ie ega�z€ EE¢@ �� E �•' �6A 'SE 5 �� 9 e o ° _ u it p f►� �� I °off �;9 �� ; ,s� �� ' I 1 — 7fff��- p k14 III�I EiAp j�l 1/\ I- i �•6Y �IIIII f Y - � I�.. it I I'll lIt frr _ lr � I 3 B32j �•R:' =iiS RY R1 F.F/]q , �'°•"jjjj P Fez 0 � � a ewwvea-a,vaoao�vo �amu.cnm wii.o.-unmwrem t §§ BE ! i fi iE �= i j�i� :� fijE $ � {t E°� i e3•¢j �ii 43E,! if lip its 6 d i'gE t ii to i F `t t 't If t q{ e{z.. i li I jI 151 gt s Y( gg �j I9 9€ I ii{ i Eii iijE i ii �E! t IE it E tj if I! { i!t a ` $ • 8 C I t t4 tllj "i i #' t TYIs (s .{ia (&I t �� tE iT! { tjL ; _ ►!i# ji =E{{ E (( !; �_j� i Isi=i ig EIi ie [ e2 Ejiij € ii{i t{js j•i$ i ttt;,l�I31s g $ Of /� 4� ti i,e jEY {i i E i P Y jii {Fi Edif !. $$ i pj iit E?Fi $EiiE P j E fill 4�d E€ !Ei t(t EE iE EEE 'iiEEIE Y'Y €jj 4t E�B �{ il$! i jj Iif€EI $BiiE _� f Te iit,=jt .idt( Ij$ �ei t tf = t iji2 Eti� agifdt i E a.�i .P M Hit lii e i��6iE! i � E'� � i i � E$ a i '• { _ � �i jli� �;{ i €�� j§ � �� ;(•'I jjd $ € I , E( ° : $Ey ; i t ° �? $ iti t�i Ig d'TFi �� i � t# � ji=i' j i B l 4 1 tj E t I i of i F' t 8 �: B eif fit if �jj � iS Bi Et i if 9 I E 7;Sp $Ei E ti = j �� E pe k i I d i 3 8 i sE 88 $I E3 I Ej ij P ie E t $$ = t t l a I $ €$ € E° II t E' !� $"qsI aaI e E a a t= p, I+ i ij 4 II $� ! II t €, t E E f ' 11 $ e4+6i I i i Hill E I it pa P, gg z 41,111t g e Ei •` I 1 it tE E g E IiiD� S e$itiEpidtttEt iI$f i i 6$i 1 4IIEIIPij jI sij iljll;Ii�� i +{Eia€$E€iiiiiEEiiiijElEiijl►r�ji8!gg{;iEii3illi�Eiliiilif=�EEj!!d=iEjl iE eat $t� Et f85 taI agY EiE i lag g{ ! E j &? i j ( g fi{nd it g dIq j € 6 $iii € t { is { 3$t€ i° t 1 t p {• � if od f ! 7 = B+ I € j`•� I't '� I=" la t ` i 5 ' tB[ESt6Et E_E iEPiFi iti p E° }} a jj E•° Eat E9 I Pe . ililt t$ I a Y = = z I de` t^ ii I t°g =et 4 R6§ ggI E te! ii f E ti iiil YI 1E i j { ► �Y3 {$j $ itiS Ce{6 E 8 �iE {` P{ilg tqE ($ E° jIs of i 1 4 •p Tt P$ 8 +BE F C L I t E t Et.d €j, t�E �jEa 9E g6$I ez tig i °ti1E I I' [It ja if.p3 I I I i h. 8 I I IE E d{{ a • 4 ats tit =t , B IE iII E° ljt$sliE 4s t 3 Spp E E If P g$ of { E pIp j jtE¢ iE ti g j ;F ��Eti EiEz F={ FiE 6 tt $� F=6 $jl( ,gE�� Y $EjEi PTiit , t 9Etc of I !` i ltit 9 tE 41 i "B = yt !!f tj1i s�i`{4 t! i! ttt �iiijt li I;i i e=Bi E�z it iE Sllfl ii �Ei !tit: t 3 i'a` si itaeit L€=Y;it {6t # jj �it i E6 t�t�j � I d �tj (jet; j! j$i jt i ifa�e' i€ i t iYi i(€ tj i € ii i ii ! i; j ; $E' Eig T ;1 Ei4t i tti a It i$ $ij i.• ; INTO !Ili {{}'1 i+ {I €ii ii= f t i plEli YE�E {FS Y t i i EttE I t t s ! ='I I { i-tj i If t i t ° Ea ii t,D ii It $tt : it i1ii ip tE t iET z €I � i� i ti�d d�i t $�tj;! ai t Ti $$ i P € ii.j t Y a �E, � i j � .,i I � 1 e�t t= � € F - t, �1•• [i ex �E i.td �sii tt If[j itj � tE$EI�, iEE �i%1€h?Efl�i:i$e__$il zlilj�l�iiij l{�=t . � �• _s; 9@ Bk lit . oa o �+ !g' 34 e s o e ! YNL4Kt-l�a(BOlWO xP4'11WNN VY Ipi -.uryWYBH 1$ N M Eli Hill!y j$sx! iy u i lit " � x! j F� f i 3 a iif Un 3 ! #$ < >eOOe � G g3�i 3a � V 9� pp p9F - a SSS f o 35i e99 Q u ju N �' sy Z � `xs7 a xd 4 3 I , _ F 1 �I x I aFII cla r y �}m Illlll xy sN �I I �r,n i 1 $ q4 i� i '� ��_ 6pF i3 I IIu1r,IIYI $ 4111$Id I�il�il;�r, � • II liiliii��ii't. 1 r' � i �' € ��' Y+gi�pg:'e i'Inii�ii' � I ;11n s I I IIII�� . II 1 li �rrm-]. i wor i ♦ � r II_+_I - ❑1 aR 1i Iill�l l a<m F } 1 ¢ I '¢111 I � I�11 - I IldilJlI 111 I r IIII i `` k+ ! aM; I11�11�1 Ial l l - 3i= l ° 3 ;¢" S I I� � Q f•`I �r ii , I7,5 I I aavninoe Aan>rva> ..�.. � - �� q ir�aaarux3> ' I i awa4Ka-livx»nivq r+uinew�aao'vum iaru-samasvrma i SS XS 9!a lip 5a. 111 I DWI III Y. r L' � f 11 �s l m Q�Q r _ \ r loadnmoe sniN3 �'= a on niaa�anirv3n nnnr� I � 0 0 o � o � o i o © o �. - e � a O ° ® d> o , E+5ff��5S599995LL5t5SSS55LSLSLSSSSLSSLS'v e LLSLtSESfS W 44EF4�4M44Flf4lY ��44Y4Yk�kM444444MMM4YMMYM4M�M�Y4Mf Y ��ccc666c66666666666ccccccc6c6c6t6�66tt6c6t66sst6sc EE ��ccc666c66666666666aacecxc6c6c6+6�66++6c6+66��6�c A 6 atiiFtcFFa...a.xa.sa:exxeacexFeeaaea5#afefv�tfcts p ! lit\ q�N)�§�l1|!§� |�|!, � ■��§��|;ii�€�€€��! 3- °g �� YM G 1 5t Generous, Bob From: Bauer, Carrie <Carrie.Bauer@Centuryl-ink.com> Sent: Thursday, January 12, 2017 11:24 AM To: Potter, Jenny; Generous, Bob Cc: Hoggarth, Kathleen Subject: FW: Agency Review Request - Tweet Dental Site Plan Review - Planning Case 2017-01 Attachments: Agency Review Request 17-01.pdf Jenny and Robert, Here are the following comments regarding Centurylink Communications facilities at this location: There are Century Link Facilities that exist in the Right of Way on the North Side of this property along Arboretum Blvd. There are both Aerial and Buried facilities. For this property regarding any future concerns regarding need to move/relocate, or establish new services or facilities at this address, please contact Kathy Hoggarth Kathleen. HoggarthaCenturvLink.com and she will engage he appropriate Centurylink engineering contact to assist. Thank you Carrie Bauer Engineering — MN Metro ►, I�i ;��CenturyLink- From: Potter, Jenny[mailto:]Potter(o)ci.chanhassen.mn.usl Sent: Tuesday, January 10, 2017 10:44 AM To: chentges(o)co.carver.mn.us; tod.shermanc@dot.state.mn.us cbleser0)rpbcwd.org; cthompson(o)mediacomcc.com; Karl.r.johnson(a)xcelenergy.com; cherie.monson(o)CenterPointEneray.com Beecham, Dane; Olson, Randall; Mohn, Jerry; Fauske, Alyson; Littfin, Mark; Sinclair, Jill; Hoffman, Todd; Jeffery, Terry Cc: Generous, Bob Subject: Agency Review Request - Tweet Dental Site Plan Review - Planning Case 2017-01 Development Plan Review Agencies: Please review the attached request and respond with your comments (if any) no later than January 26, 2017 to: Robert Generous City of Chanhassen PO Box 147 Chanhassen, MN 55317 952-227-1131 baenerous(@ci.chanhassen.mn.us Replies to the email will be automatically copied to Robert. You can view the project web page that includes a link to the project documents at http://www.ci.chanhassen.mn.us/2017-01 . Thank you! CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on January 26, 2017, 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 a Site Plan Review to build a 5352 square -foot dental clinic (Tweet Dental), on property located at 7845 Century Boulevard, Lot 1, Block 1, Arboretum Business Park 6" Addition, property zoned Planned Unit Development(PUD). to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this ZL day of :TpmAok!� 12017. 'Notary Public Clerk jWt4"O.tarytfF "ANN POTTER Fub4k-Minnes�met �efM EWMM J.' 3/.'� Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 7, 2017 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. Proposal: Consider a Site Plan Review to build a 5352 square -foot dental clinic(Tweet Dental). Applicant:Applicant: RGR Holdings, LLC. Owner: Steve Slows . 7845 Century Boulevard, Lot 1, Block 1, Arboretum Business Property Park 6th Addition, property zoned Planned Unit Location: Development(PUD). A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-01. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at boenerous(cDci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterabws, Rezonings, Comprehensive Plan Amendments add Cade 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 Me application in writing. Any interested party is invited to attend the meeting. • Stan prepares a report on Me subject application that includes all pertinent information and a recommendation These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened forMe public to speak about the proposal as a partof the hearing process. The Commission will dose Me public hearing and discuss the item and make a recommendation to the City Council. The City Council may reveres, affirm or modify wholly or party the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of Me City Council except rezwings and land use amendments from residential to commercial/indusdal. • 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 spokespers in/represernative 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 pwaon(s). • Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken and any wnespondence regarding the application will be included in the report to the City Council. 11 you wish to have something to be included in"report, lease contact the Planning Staff person named on the notificelion Date & Time: Tuesday, February 7, 2017 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. Proposal: Consider a Site Plan Review to build a 5352 square -foot dental clinic Tweet Dental). Applicant:Applicant: RGR Holdings, LLC. Owner: Steve Slows . 7845 Century Boulevard, Lot 1, Block 1, Arboretum Business Property Park 611' Addition, property zoned Planned Unit Location: Development(PUD). A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-01. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bhhlc enerous(cD.ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews. Condi6onai and Interim Uses, Wetland Afterahms, 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 an Me subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for Me 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, anvm or motliy wholly w partly the Planning Commission's recommendation. Rezonings, lend use and code amendments take a simple majority vote of the City Council except remmngs and land use amendments from residential to wmmerci ilhodustnal. • 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 Deportment regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representatve is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding then proposal. Staff is also available to review the pri with any interested persons). • Because the Planning Commission holds the public heamg, the City Council does not. Minutes are taken and any cones ko denca regarding the application will be included in the report to the City Counciln you wish to have something to be included in the report, lease contact Me Planning Staff person named on Me notification. Name MIDWEST HOSPITALITY RE HOLDINGS LLC )AST PARTNERS LLP RTH COAST PARTNERS LLP MEN SLOWEY BANK NA SENE PARTNERS LLC RE L 17900INTERNATIONAL DRSTE155 12508 NORWAY CIR 7500 78TH ST W 320 EDGEWOOD AVE N 7500 78TH ST W PO BOX 1080 2800 LAKE ST E 5685 GRANT LORENZ RD 2601 S BAYSHORE DR 9TH FLOOR Taxpayer BLOOMINGTON, MN 55425-2563 BURNSVILLE, MN 55337-3468 EDINA, MN 55439-2517 GOLDEN VALLEY, MN 55427-4906 EDINA, MN 55439-2517 YANKTON,SO 57078-1080 MINNEAPOLIS, MN 55406-1930 EXCELSIOR, MN 55331-8363 COCONUT GROVE, FL 33133-5419 CENTURY BLVD CHANHASSEN 2635 78TH ST W CHANHASSEN _ 2665 78TH ST W I CHANHASSEN 7845 CENTURY BLVD CHANHASSEN 7830 CENTURY BLVD CHANHASSEN 7860 CENTURY BLVD CHANHASSEN 2800 CORPORATE PL ICHANHASSEN if a' jDi lla '!js ga( (sgi' tgi g7 ss- # 5 #€skp$ 3. la !'!g, s kgg7 `. aa. •it ($ € I ' €€gs iqsq gsg qaq 33qq7 3 gg S• ( $ '3 $q (]�(} ! : i}'a( }! €}€ Il (�t°.} }1 f 8 as aj a $pWd }.a [I it!€ (i vg i$. 1 ! $j• ° [ i € 9°" (a f #f # j f $ I , j 4 ! € ['. [ y l if j; s# }!#Ise €(� pp S$}e ,� !€a #; } }•}j[ !! a $a S s a d l a9• �$@€ 1(t I# g $ ;s ; / €. 3 € a} fill' a a $e(i # 6 9( }•f (! ,�: §§§§! # 3# # [ 4i ' °�! l��a(� 3i (• }�€ 9} j, ¢j ,? H (g{� l 9 ( � } '@S aft f $ i } $ I a $1 pl # }` Seas } i # #_ ,: ( } d la[ a! } ' � ( $ +a( a(, !i a jtj+$ € I t #1 aE (; # # A lit aa, �§§§ • ' ! ('i(s � # ! f} ! $$ ¢p € } �H# i} `s[ $• ,� # � �$pq` gS §§§PPi ( S$ # d !� j } � $ � 9, 9Ba 7 € [ ed( €€ I glg;d v I } ° a } 7 $f 71 tl [ ( g 1€ a j# •a € g#� it j ((1!f $(l $ (�!� $ # i}a(# f'a 91'(7( € 7 , € a E s i j 1� '( # Si l $ (� f ; �a $a a # g l$' € li = i [ �( 4l a8 i {{ �€($(fif !!f l(j iE li(jj DD §� �sjfsjt(lifs;�}(f(e}l1{ aaa91'�#t F i f r i i 1 i#. 11#$}}!$ 1} [ S i ii } i �•I q 77 i tt 7 D! j ( a I€ l: q F ,! pi 7 i i( (- �� 1 :t I s I j (i • b � i ell? i 7 i 7#f f!1 ' } ° j } l �� i�i � i $ i i i f ( $i a }( lit € 1 � E is l l 1 i• I_ j C T (i � 7 [ € r }((H.a'$Hlta}'i} ►lfi}`} !}�F}$(aaf '€SI('i" ( !€ 1 a a°eaj: If (�Iif i; 3 I l9 ! " /� 1 [ eraw.�.m-w..wmo.n.c.ou ar�Eee O Sa ?52 9 N a }IDjIt }$it.3: si a `e ZO AF,r^-1 Fig IPa[1 14ail i. x j. jF O �n di° is}�i #fa'� 3 g tiiy COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL CITY OF CHANBASSEN Agency Review Request Date: January 9,2017 Agency Review Response Deadline: January 26,2017 Date Application Filed: January 6,2017 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: February 7, 2017 at 7:00 p.m. February 27, 2017 at 7:00 p.m. March 7, 2017 Application: Consider a Site Plan Review to build a 5352 square -foot dental clinic (Tweet Dental), on property located at 7845 Century Boulevard, Lot 1, Block 1, Arboretum Business Park 6th Addition, property zoned Planned Unit Development(PUD). Applicant: RGR Holdings, LLC. Owner: Steve Slowe . Planning Case: 2017-01 1 Web Page: www.ci.chanhassen.mn.us/2017-01 In order for staff 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. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® ® Forester Park Director ❑ Carver County WMO ❑ El Shorewood Victoria ® Water Resources ❑ Lower MN River El El Minnehaha Creek Adjacent Counties: Enforcement ® Riley -Purgatory -Bluff Creek Carver County Agencies: Utilities: ❑ ❑ Hennepin Scott ❑ ❑ Community Development Engineer ® Cable TV — Mediacom School Districts: ❑ Environmental Services ❑ Electric — Minnesota Valley ❑ Historical Society ® Electric — Xcel Energy ❑ Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ® Soil & Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources ❑ Authority MN Landscape Arboretum El ❑ Health Society ❑ SouthWest Transit Historical El TC&W Railroad El Natural Resources -Forestry ❑ Natural Resources -Hydrology ❑ Pollution Control ® Transportation CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 O1/11/2017 2:49 PM Receipt No. 00336582 CLERK: AshleyM PAYEE: RGR Holdings, LLC 2665 West 78th Street Chanhassen MN 55317- 7845 Century Blvd - Tweet Dental Planning Case 2017-01 ------------------------------------------------------- Site Plan Review 570.00 Sign Rent 200.00 Recording Fees 50.00 GIS List 30.00 Total 850.00 Cash 0.00 Check 5009 837.00 Check 5010 13.00 Change 0.00 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2017-01 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, February 7, 2017 at 7:00 p.m_ in the Council Chambers ih Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a Site Plan Review to build a 5352 square -foot dental clinic (Tweet Dental), on property located at 7345 CenturyBoulevard, Lot 1, Block 1, Arboretum Business Park 6th Addition, property zoned Planned Unit Development(PUD). Applicant RGR Holdings, LLC. Owner: Steve Slowey. 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/2017-01 or at City Hall during regular business hours. All interestedpersons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, AICP Email: bgenerous® ci.0 anha sen.mn.us Phone: 952-227-1131 (Published in the Chanhassen n Pillager on Thursday. January 26 2017: No. 9900) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331 A.07, and other applicable laws, w amended. (B) The printed public notice that is attached to this Affidavit and identified as No. LJQ a 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: abcdefghijklmnopgrstuvwxyz By: A�W � 1 LaurieA. Hartmann Subscribed and sworn before me on h this 6; day of? .ten , 2017 N blic RATE INFORMATION J I ME JEANNETTE BARK NOfMY Pl;BUC - M;NNESOTA Ar-pWµIS.SION DTiflES 01/J1118 Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch SCANNeo KEY TO SYMBOLS NEW BUILDING FOR TWEET PEDIATRIC DENTISTRY NOTE: ALL CONTRACTORS / 51BCONIRACTORS ARE RESPONSIBLE FOR BEING FAMILIAR UAT14 T1E INFORMATION ON ALL SHEETS IN THIS SET OF MAIL DFWIRYs5 AND SPECOCATIONS. ANT DISCREPANCIES BETUEEN ' rwN INFORMATION FOUND N OFTEPW PLACES OTHN THESE DRAUMG5 AND SPECIFICATIONS ARE i0 BE BR71A's14T i0 THE ARCHITECT'S ATTENTION "W IATELT, AND WOW BASED ON THAT INFORMATION IS TO NOT BE eu000R nacre xemerea oor: eamse, PERFORMED UNTIL THE ARCHITECT HAS CLARFIED THE 155IE I Eo4MBrt w4em ftH EaMBa NO�I.EI Wart rueee laa HaaM Masx lomlRE) A PlRhikN TfPE I ACQaY.R1 x4•e9e reff ACaFAKRI" soma£, I I HEVAlbM1� I °' wem xeaerrea were eo®ue, I" ItT9 CAMWi ueser I BUILDING STATISTICS - 2012 IBC GROUP / DIVISION DESCRIPTION OF OCCUPANCY TYPE OF CONSTRUCTION AREA BUILDING HEIGHT TOTAL OCCUPANTS DENTAL a 100 SF/OCC B DENTAL V B - SPRINKLERED 5,352 SQ FT 22'-0" 1 STORY 5,352 SF - 53 100 SF/OCC GENERAL NOTES: 1 DO NOT SCALE THESE DRAWRY�S. IF THERE IS A DIMENSIONAL QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION 2 ALL DESk3 N / BUILD DRAWN55 AR: TO BE REVIEWED UT14 THE ARCHITECT PRIOR TO BERYs SUBMITTED FOR PERMIT. 3 ALL 5ELCMRACTORS SWILL COORDINATE THEIR WOW WTH OTHER 5ECONTRALTORS TO ENSUE NO DELAYS. 4 Al UDR' FROM ALL TRADES SHALL CONFORM TO THE LATEST PROVISIONS OF ALL APPLICABLE LOCAL, STATE AD NATIONAL CODES AND REGULATIONS. LOCATION MAP: NOT TO SGALE I:t x -ARBORETUM BLVD J m' ,ri111ILI� 7 TUEET PEDIATRIC DENISTRY (ROB CO RAD) 2665 W TOTH STREET CHANHASSEN, MINNESOTA 55311 bU. am. 1665 R C o A r a d s t w a a t s n I I se. c on ARCHITECT S OQUIST ARCHITECTS NO (CAR. ROBERTSON) 2000 LNIVEF41TY AVENUE SE, SUITE W MINEAPOLIS, MINNESOTA 554W 612, 31% 9233 / 612.371 W63 (FAX) c r o b a r t s o a s s I o 9 u le t. c on SHEET INDEX G-001 TITLE SHEET C-100. I SURVEY GENERAL NOTES 4 SPECIFICATIONS c-100.2 STANDARD DETAILS c-10L I GRADING PLAN c-10L 2 SUPPP - NOTES C-10L 3 SUPPP - PLAN NEW C-102 UTILITY 4 PAVING PLAN L-101 LANDSCAPE PLAN / PLANT SCHEDULE ASI01 ARCHITECTURAL SITE PLAN A-101 FIRST FLOOR PLAN A-201 EXTERIOR ELEVATIONS / FINISH SGEDUYE SITE LKd(TMG / PIDIYETRIC PLAN Gh OFCHANHAS3Ei RECEIVED JAN U 6 2UI/ CHANHASSEN PLANNING DEPT SjoquistAmbiuct5 Im >aN cb:viry n.�. sG.s. im 0123N V]33 Fr 6123J99Mi I bq vw LA fi Nr4 Mm4 a rrNlMAWtlb�.rm dM p11--MI��441 tksC kAasl rAr b M a M asw a LL RMi KwN / 12215 ao.a l x.yM 10NT 0L� CLR CLR usm Cli""[M 1621 FFJJf NEW BUILDING TWEET PEDIATRIC DENTISTRY 7845 CENTURY BLVD CHANHASSEN MINNESOTA TITLE SHEET G-001 - ---ll = L — _�- FTY 6E/9EbS P,,Ml,9�� IX//tad _ - - EC M1 JyBM tttl I131 _ _ _ -.-. i NO, r_ 9g r— to ceatwY aw. LOT 1 � I ao _• vntraam eon 7 a W / U `� IRGFN I rF /M•1/ /aQI I$I-aa Raopva)es' NE963.a3 E-%x6prE / ,ii ti �r tt 'Mr awn e. —SURVEY NOTES LEGEND 1 This, sou prewretl lRilhiM[ne OM NeW filit Na[iwW rpermarehmrmw,e a FOUNOMONUMEM 90UNDMYUXE EASEMEWUNE iryb Ftle W.63958, Eeanry aneflMive EamN%/3a/201fi. OFOUNOCASTm(Pf UGXi OF-WAYUNE -'-'-- WTBad.UNE _ MONUMENT - - UNDERLYING/aIDA@Ef LOE —G— RfSTRI [)F E1S 2. Tle beariry systemkbavM on me Uner Cwntycooninatesseem, NA03311%6 FOUND RIGWrt F-WAY ___._........ ®MONUMEM TIE UNE x..Ld..IP ME UNE a]IrW.WIm/Iavranetl bearlM of North 016e8rees 11 minlrtm 11 sttrcl W yGUtf4UNE COtaO1ETEpIR6 N the emi Rrw W Lnt 1, wod 1. ArR ¢taco 8wrgi. 6N addra . SET MONUMENT BBUVIIlIp0IXNG 3NmaFaaellMMand —1I-19 NEINUtM WAEMN---- ------ GUNNE NIN MNOT. WmrekrtnR6lrpntlM MrlWl4ah8[OrWse. Ni EUUE taxi /hYgWE —9— SRNRMY SEWER Sudf SE ®sRxrtMY MAIOKKE —M— STORM$.a C PuEwNml BEN WRR.1 mO aERx oOf —4— uNRRGRWNO EIFCIRIC rpp nr[Mnymam20Feetswmeast oFiM mrtMa+t mmermlln 1, Bbrk1 ANpelwn Winless Pare 6m Adehi are yMwn. Elee.S)a.al STORM IMNXIXE — U,,a,,( t0UND TELEPNONE a DECIDUOUS TREE e STORMCATO EaafIN — UNNIFGROUNIIGaS _ RFNCHNI e3 FIgflEOENDSELIIdI OVERHGDEIEMaDLWIRE EgIIFfROMME Tap nut of neEnm 1%feet northeast of Nw aprtneut ecmer of cot 1, Xak 1, Q)R4NSFORMER—a—CNNNLIHR ifNCF Amwnum Wurlus Part 6th AtltlnlonssYlwvn. Elam.71.56 ner a SFOT f1fVRTION L"GItt "NCNOR —a— all FENNCE WWE FfaI[F +'aJ--. CGFi1WR —a— wfeasew ST�9Y QUE"U"OIE ■GUARD POST a� RETNMNGWNC AA SQL BORING -mOWG' RErNMNG wAu —SUBJECT PROPERTY Im O GAS MFfFR - MNE STONE RFTNNIXG WRLL ® REGULMaARKIII hi M"U`WM ©GAS 6tµNQ( PDNO/WATERUXE DeePmem tral Pass wnmimem'. (D ELERRK IMNi • • • • • • FEIMFIOO)WNEUNE TMFFICMRRRENS ® EIERRKMfRR Im1XWlrosan tumarralPan 6m Rtltiricn, aa¢ranerotM rttwEetl Wt m(,UUEIxE PEDESfu merea, ore,cWnty. wraaora. m umErveax BNry Re9sterttl Nrtl NXRtGn¢66yfRRIfiORaf TRb No 3D953 ©COMMUNI TIONSEUNXDIE A/ a1M-TM 18i� yQ9� N $8M '� a3a4K _ N p A _!Aff _ - ��%i✓AMN -I _ i »- — -- 589a1734sE 28 _ —f _e, / w — j— — - —Via•— — — — a.:.. r /�- me following name aamsWrN m me reknree numbers Ilsted in Scledule B, Sell ofine The commitment. 151 Ubbay and drainage easennemp) over sort m sublei WemnmowMe es re n on corded plat o1 Arbomi Fra—Pyi 611, Mdnion. ARNa the wM1emid Propimmiladeremblarea- en8wwream 161 Access rpstnttmns and ni an a. farmers, snow seems amanen[ m Stale Xynway No. 5 as mm,ced E, Document Ni Arai 131518, T112920 andn151o1. AMMs me surwyetl gopNy. A[[m gesVlObn bYwwn on me woody 191 Renndcns meenantsand oondtlmsmma and In OeaNapment Pgmenent o". between City of Uannassen and Clusaa GiteWry PyVwry UmbM PanneMip, tl°ted AMun 25, 1997, rewdetl 5eplemhv U. 107, as Dxrmem has nHU62, wo rn ronu d no /uder.re Prodpa. The abode lyaemnR Nu been smeraN he DxanNnt tag 11=32, T102658 n23326, 1-1iD56L UtEZ )M and nevi Afbits 1M wrvePed pppNy,. doralarlK 1101 Roadway d.a haw and ali n easemenllsl o n Eerrdry ewa and Mlamry wbNa aem des as evdenretl dy..rumen No. T122733 um baetl on [M CMifrcate of Tne rnN ham I. hat pWto! nerton 6eaw rc doe cot alkettRe iWN:I prawltY 3ieddddi rfarmueen ftfaew farewell 69/d Caded-)Na Partial NOWwry,Pat P W81y Faanwobrwa Cars gwbvam • W Witly Oa6eos rldNA soap M the rewrMd part W Nhaawnr Mein PK 6Q AdahSws (11) Pablo boa eexmSni aver dart of sablN Premises as amden¢d or, Dxrmm andenleaden 1I1M1ia Nash ry iAf Iwam bawaa RBa hem cpbWMl as amerdN by Normem No. T18B95i. AIINa 1M wrwPW pearly. Wwm b alrienw VM vay. 1141 Terms,¢rretti rrridiom and normal combined In Deolide earl Easement W RabiNou dod MonOer 2, 2003, fied Warm IL 2W3 a Dannrt alp, ni3132 a amtYel W OotumvR NA TUENal aUvm tie raaag pgvy. Paaeallil r Nr ar ai uay. IM1lHM 4aa! F Oic No, nf3 IN, weelr PiiMlg. Maepesalta4sle M/ pyeef Ne1111S —"TABLE A" NOTES 1. ine sureal i m ewthad tM1e prgarly cal mmmards.pme wmr .the for flid,'aere loans tlNiMmeflek won, anti N postal IDmer mpnumPnts, or w'Neseesmlle eplC. at 1M lotaXons where there did not apwarm are, eek°rad of an.1 monument. 2, me prowl/ address is mown on Use Braphkal Wmon ofine survey. 3. The wall noI,i hownhln Fall Ply, ZdoC Nem W minwl Raodey',ahRmd be WN2 nep boUon aM gnpMc pbttYl{mNiLLm FEMA NnM Map ro. ZIWSl CGS 6 tivW U)N3/19A. a. Mgrmslhand aeaolme wgN RryenYe 2.092 bra sell Sawre Feet 5. vemed mind per pound warey d 10/01/2016 Ni TM wb/N popen, Is Pares Planned Unit Oevelogrcnt NU , Per Doc No. T 9U6L dalN O6/35/193) and! rammM 03/12/1997, prowl e l be OM ReWbYc National TIIN Inwrm Canrry. the somas rNubeneno od helNl restred. r as mNVN: MlNmum YtNds 1F.I: WiMIM ftma" Nay 5. m Nwy is 50 Unary 6Nd SO cErrmrY twed w are t Unds nome InRMce ILt Ui mands Maximum SetlNdslFNl: Boiw.% ParUry Xwy 5: 150 Nwy S. mand Century Eflid 1M Cmdry 6M: me gWimum WiItiM X.RmE 3... ar 0 her m. there arm nor bamirys on me Pi Plrgny x 0 the M aetle field Perri 8. andre substantial measures odarval in the opeess W mdumry thefleRMwx are .handed. 9. me wAi,Pros a nnpi,- the sables prowny art snom.fo. a. D ampes M1»9op wrUM di aM mere art 27 hill Heed salad Iel wrWg rills and!pwtlwn 0lea mod wrluM sots an me wan propMy. ll. A Gopher $tale One U111G50CI radial was plead on al to for umM 1. an No. she and aagned E5fXrhea., lut 2TM wnmao mend fen -,a mores dui has uMapwd uMNa shown hereon wmMre al dam. hies m the ii eme, in servme aabaWN. Udi pla efts often W cot metal to these Musest in the find M may proem nedi plum.and dradi-n lieu of physical ltutan UtlMnbrmaman dawn herems a mmpdalcn dM rearrested mards infornalread those vane Ili and maned mopes whMh wr born dairy IMwrva held worm rveyo fanners- hat wamnt Mal the uMergroand mumn drwn hereon are -n the eador manion an Indicated, anhouBh they art loathe Is uuralely as portable Nam the avalable Information me sammar, has not phynal, maed Me underattvM uoiil Purwanl la W 2160 mmN Gopher Sir 0- Call an (651.iU,=2) pion m ory romm im. VIgNRY MAP MOMMOMMO CERTIFICATION _ To laM1, SheMan, RGNXOMids. UX,a airma olYnned Baba,Pendad, aM Qd ReWbnc National Me Insurance Canpan, ® cols Is as not detmb map or plum me surveyon di sr if wed were made.,.¢.rears rM he 2016 Minimum Aandpd Wtail ReamrementsM ALTNNSP51and rme Surmir iomby eslabllseed and x.Ts. aNmed byAnA and N5P5. and mouses lamsLL3,a,s, filbl, )pL g,9aMvpl raaeAmneol lbe fiord waY was mmPlned on 10ro1R016. i< aMOrILayM j Dn. cot of all W Wobi 2016. hero y i 5 sa./mlyteL.Irlc //n SITE Rid M. 6bm, 15 N� M... Iknpe No. 2Em u C dwtTa mlome.samlwFmm NORTH 0 30 fA SCALE IN FEET 'Sambatiek www.sambatek.com 12800 Whitedatef Dn%, SUN 30 Minnetonka, MN 55343 763.47860101UeplNne 763,476.8532 fBcsanie ErryMmlg I Sursesirq I PNnMIp I Fan'adPnhenW Client JOHN SHEEHAN 216 WILSHIRE WALK HOPKINS, MN 55305 Project 7845 CENTURY BOULEVARD Location CHANHASSEN, MINNESOTA 7845 CENTURY BLVD. CHANHASSEN, MN 55317 Certification Summary Designed: Drawn: Gs ApMav 1:Ro6 B /Paa:.Im PM1ase: Ini4al Iaue:3gCN06 Revision History NO.Date By Submittal/Revision Sheet Title ALTA/NSPS LAND TITLE SURVEY Sheet No. Revision 1/1 Project No. 19563.01 SUNDARp /.xo WEPEMCES rnNswa vM cbM«rM mmlrwm rwclip rn me pan Mserru M Mnco-vla MruTnerP d lmnvarorgn SgWcmgrnra CJ��iwp��nr«Cr��.ed�wTm�luvyMgpicmXelolMavu tlMNWlYsivma0 w[evebvpW.edrla mpcVYe MrypOipcl awfeeWammpMmm�w. abruv cmpsmlrwr w w LW rorry Caurwva b dtlrv4wPmrs ry umvr'iarryvTnrMgiJicmle mwemmu«,.mnwn cwmmry Aa rerw rp tM Bea==Nr a ropaa b aemwa r.a W w._vt me marnwrmllwe. wmwwa Nola PPORCnOx I�CMr«ry enmaTrm mbm.Inrmbmw,r,nAve dMr Mww.ce amni tlmYve «ruroMw arm. rM. era w ,marine a m. CwpMde emww. A. xr. cwn,xo vu mmvd me Ege_.r.rwaarer/. mN ur4rawrr n.rao.y umwpwew urirm ae a¢arwm mM,B me w.mam.pwa.Hwmmawm.a wxnwrm«.m. net«e,«+wxawmra r'em,nwe oMm P«emN. a m. e.l. sit w,..wnroe rw anv awmw mNmnm,rv=rnwpwmwmwMaaalwrrr� WnvgE rnPlim met ve regveu n:unmarery ana,enruranweo yr mauwrm ors ry me CMer, n me cmu«to- twr wares. mrmowl. man ry am brMr mrnry mmr m wwrm w osNw sI ne Lwn«rw Aa «ormr aamcwrl emuro rwwtaw.r ewnaq. nawnv. wr mr A.1w ro Mlmnmr amro.mwalrM worm rr_ mpcma«rw Aa wrewm.aerw rM repoaeFn amnavm TOK1LWpr%MS 1I�nCmmc w Am wMw 5mew W m rM wa.0 ne. ara aanpae «w =mvnwrt .. m. rrele «ra mom m. pawn bw-•m. mcmmctwm=mlaa meFwr«r mn.amwxom�napwNer.w, w< rwM bMween rre euOPp avmbm ma rM>gecr vvmrw a Na.n,a co-nwrmnon w w aowm w.rpamMawmnwawrcn mMa Mr. ,emmoarcem aernmlMa w Tmparea by _an,nam a m. wa.m me ew ara.cr awxM. %AN CsI.UES rl B<+mum vownuM wowm ay.erw aerewrsr pwy <wvvrvn urym rpm omw®. Bmvrvemt r�r.racmm rrm IX Mwmww w nrwaan,«, a amwm+nee wlw..n md.erwaw pav wnrae. ppr ewrs�«.rmp��®reero.orro-n Awv,memwanww.Wr«Mem amvepwer. ammq A r nc«mlmmrerbm me pvswMxn mnrb.n vamm n_a11am m.mm me+vwn Aa Bmsn roPsce II naewaernpww aw«wnpw wragaae ramp atop w mane rw con wpl.a. A iapa am M rrw a uoy P.n m man. d,n. aq aver wte tlwe. vq Sn non o rarnrrvn apmc ewwPas Mcwx. ]1dRwMwl�Iv .e worn nun wea M{nwtawmu_ngfrwcuermcnwrvm. Fspbp pwmm cwgrucXm aealB Am rwMn c yxe. Iw Covracry f w vo rerrry rwrnr owrm cerrrsn wn xl p-n.q, aq remaw ry peob bepb rrm Mcpp n me nb rmwr I ucn cvrrornm ae e,cwmwm. SWyN lopes W wnuepmtlen Wfpi. el Srmeolm mmw moX onywumerarinNpWnB orMwdwnorem 4ewrw lAywrwnovee Wan rra rle ov rM Commvw. Sl�decl m1 en,rinpran aem mnercp aramMrmnmcaar9 la rwrwln p«.. Agevnrpee aemw mwm•a d 1M cMrmrw, <.wme �NrO ESEB. C051AC16 N m. Frgew ma w wnmwa rwemmw I mw.rmwm.m rr,ma awapm ae.Twawm wnv mervM..,rn m aawmwrm w.0 m,«mon.a a rvrcrdwry mrMe.,mn«. m.am a nw, em, wr.ar xa,b p%f Plmm ewme ra M C«mmly. xl 1M e pM,«lo- 1wr AI IX rempwan b =wna«na m ww meama rw me wd.er w+r.ro wmwmmm co-xAlnm mvy w rcuwrody eerenrveee hmr v ri W gorecrncm rep«r wq www yr me pgacr eb ap mwNEPWc II Sw�aw bwrcge W wamtvl bmpc«_rvchnnpmm�v e _ M mamr. arvewrc<,n vlpcml «em. RIY_aawAweawwlree mwdn ma,B apnpmclor.wm,,,rM.icmaMm wwarw.q NTw Xe wmrp� w aanpPw wMmnrrB am Aa w wxbrmrovwm.aa m. w,m. coat.. w .Norm a anon. carmaanr. «wnv Apr waawb mMwnar rb mrnd �arahm. 41 n_cewpervbur apnma¢wf vxnm nv®wmrsnpµnnm n_Mwwpmro reme.m.aprrrwawaw. sI urnm=vwf gpww umv rw w.,atevp NY w,wrorb M1vn nMYeMvr m Yncp rncewy !I Pavan paoy a d arem.rmn me cmmucnonrmry nwpp wpcem norenT awt vet w remaney w Bn Bowo u � we aN«e Bervmy Nor mr w m«e rlvn 6 mUrm Toe « .n« macwna«!�aba«nnlnrarnneu m,m melmaw wnm mawmwtlme,an aeewaw. cow. veaacte emu bore nreN y eapee r n wa..e. avwBe wwav rmm pNana wet w a a.pom m a mmrnMN +we a Ix. me<bnlndw ma worrw,wwm nbmrantarwam wnwn a wNa cow avow a.m n vaae. a wamdnan mal.Xwma IXX,aBarc mmxm a ma.,«ss. b«ww. aeawm tlOMMprmlmw a parW wctle bpwrhn Z n mbgvmr!mv'n N M w WNnrm! xleM a v�Wwe�oen ort�kMmapyBm nor ilnm Yageammar Mmrw W.w]w!!rMr IIM n mpmm cama«rm n mder,a 9rm wrea m®,rvn a Ixcemmr pnmym. ran..... aPw.na. me .mama lit mawml Aa w ! ram w w Iwepmawr rnm.v Ina rw a.romY m =wmmMe n b r.m.com,«!«mr Trr«mer•my».;rm am ««meacomarMlml,emmprM slme ewermlwwr. aro awe.mre=.awmwro.,n«ertlr.«W.a.ro.arerW pearAm.a mmwm rrerimr. wwmwwvea a.am rwaaecr Ne. 61 me Cwar«I«a.Y cKKe cmpvc w masO,n rWwm rmwua Ni W Qwm'p Pnm_Ilrbrwy � W 1Zn wpm lvrvgyyp.vgcancccr mrep.m ry vcrwe gpfim pertiry. n cwna«Irw ura w wrsree.,m me r,m a rr«awr�abtw,wnmm. wwry canp«wn. u!rm«rm roaprmwr. rM �wwwlmm n�nn rob w.wo«Aa eemweb1np Met vpparm mopnanl�v mwmn!rWs.wMnrrP wrwvN wrlro rwPY Xrwm,laglurw war.XYwr «me MMrow^B. tlbrrq, dmrq. w onmapvorMmemcvt rec«renprvW w Mlmepn!eererpnp BI /+emveepmlwl«wvvvnm! rn _cavorm lonl aeacm w tcwl!mry vmpn a I Iwv. Iw CTrrbcly �erwrly �mapwmaleraroapwnam mwN,. wnlmrmnrcmmwme.,wwrewe rmWa wr. canwdrrn s.apaw rn X.eywr.oamtiry wet Mowralmww.wmn pv..nvY. fi me cmlracr« Prpr rot pace m mmwa wMn vrMlMremdwa. wrro mareb T wl.al n. raw pTm.errmen. My qrl wyyOnB vein vryevlrglnrm n revery h«n hoe, tart a my drr_ r.mw Harper. Aar. n..e a.,wn mwnpocrm bur/aolwwrm,.dPeerprmal/acrb,a M FI jlMwbevm wn Re pmeevrm SOWACrgN IH15 I1 rrw I,wrca man 1 M cwrraupt I,rwp W ramrr m rew,�,r wa w.V.mm retmy mwmwe aw wnwmmdtlw aeMR aa,d,aM.lmaarmwwn aeon nuwrcRwan a ImrM mmrw « n«M mseY CanpacMarrwrdye Ytl4aneevm aVAd memmrun ay wrMr Imwrvrrweo p me Megrmn regipmomwyl own aea cow a aepnpwrw ran 3rm1 w®ve+Wrpr wm.ere. Cargapmd mwpllewrlwr ]regdrmmenr«m Mwomrwnund Igr{arwn.mrwn bvaeriY.lr�t xl Cmrwcl.a FA Unvw P a MamMa.— cwnpxncn raANyrp w regvq Eewanre.rgwnema na.ar,vM =m,pmron „now parmmnl. Aa ce w1«Mma ar 1m1 ra, y m..,wrvw. am ar«wBrw.«mme metro �en,anry Aacepvrameem MMNUorspm.xlll. a Nam _Ndnroo rammmwclrm ten Amw r.cv.mmm pmre.n 1mm m rM mwaawr a me Erore_ coot ro mmperrw a rM wawa. s OvlVmvn moNeawralyretlllpalp rAlw tlere,mlrvW ny le9mBlabamaym«mGarree v+la lSrM Po9e Mmm e.MW enwrrwram maw w MMwa o a uJM C648 urin mnwMm col m n morn rCm0ca1W SNGPALE PRBA➢AICM 11 M W rrotl f, W me rret�s M w m Ivbc vl InM�WIY Oa,.MpW q.wM: Picvaw nrenawe. pI New.rBvn.nXMmlew•wn.a: laeww.rrwn vme. el %rueawnlyd: 'eaw kwvwe. tll Laxmreaww� fnawvnrun pvee. eI lv+n wan fwk,.IM pave. a m. ra.vrwrmmweTBm.amw.d.onlawmer._asBvr.evme. 11 M Cmr«Y«M(eae>rwm/pwNambnwwM Se141rrmPvwmlYq lmr eccuR pv r udaudlr. WVRMblerVpaCpabelMaWrk6 II m. cauwrwsa,wm,e..cw�mnlm mmwb. eww wnwwe merwraw nor, m. ow,Mt wwTv wra eBmr �®a n n m=waw®wn m w..re,v torso II YatlY utyaveroaeplydT pab pmptcpui. Spew land ereYy aver c«nctlle vbpo]e mraovn al wwnArommPmd. %ap.n'. sp.mfPwm=wnpa=ma PWwatmmr. RI lows Aremn Puye Pyntlrmv: Pa UN egnmmmb Cl NwrMA+ea Swlmacape %vVMab a�vaee «v.a1w-PI.rn1s r.dar.m paa.r uw.,. m r1. Prti pwMrm.le. m.bur.aa w m a owmmv sdwavaama.v.uan axwrm rova.la.pM.e apnmq. x wmperTawm.rorTwemea paa,oa. �vwvam.ma..p,mmrw r�wnr� wr.mwrm Mxoorscec. zlmJc aexl.aA.. Ap pvreten'e.brq min aarwrw9lwrwm+e]nwnmeavnmearcem vein mwromearq. Aremmnp«leew vM+/m « awaq a mmwm arm w pwee, bwea am wrmwetl rn mares, rww. a pmw rXw matleo w.m el Gvnmm rwrwmvc=wavrc. -wnnra—spec. 301n. m.a mh No x3-IJr pops. or rne,ae 1.xdl pwmM� ova «mlrm=mm vrr me,pe pvm. Mw=n A,vu m vaWea v,M wcvmrveerva m.am aem Aa mwrrMrm..wnenita Mroorswcxez. rrw ]o-dmMrnm,m,carea wrM Efyrm.. Yam w a SINIMN SttOPtJ.1gN5 II meraarwpeveac yx/cmpu w «orb IMaq«I-. a1rT+erma EMrrngCwe-M wtamrw UI.IMN ceptalmvwqugarywuvJUl n1 Ur'xlwm %unmrp Ccb.MmrmMrIUPCI cl'wMr yes feT ro kmw TCN uMry torte cwrw'rmt n rM a15 Mmmdv N,rrCnB Caw' nrp!/www.[N.rrvl.gvFCLUryUFbe umaa el Llry6rpvn Ava.vlm arrwwry IAA-wl5rvgweSwJkaMn .1 ArrscT Lm1Y ra leprq Mp.br NSiMI rl Mnurcan Ndnd Slmr«eNMerMle IAM'I d /+rrwcur wpwwwe Aummm IAHrN aI Mm,mm BrxpnrwX a uarwrawstawc sp.vnaaperwLMmnmW IAw/Wn a m. commw Xa cwMN wln a as am-pn_ con caam a Cenlfcarmtd _uarymasla cower mvcp bwnp. vra w ubrMmrome EfpawrvrwMw I J,rman WmetlpafYM+mvalwcte Ta nrrhgma curma soa a«sd ss pW.. wum mree arrwww. ma,resne,.w,s.rarr aAsrMcomewN s.=nmaxl auam. cEfwwawa sp.umb. a u pk. pd.Xrm eu w sv ss b amm a w rb a rwr. pa soa a b eww mmev n. ]I IpapOrMnallMrwar_,M1aSnnvr x6x11V aM QAMNTbaSpedcape. OUCIIIEIAUNrLVI NPEnM Fr10A3.WARt II �r..re.mwewrelmnw✓nrrmam.mwP.nwnarweea i a netK.pwsmrlT a1uA1 a m. cEAM nampaw«ncaa. a %wld+u Am mrm.,mawr,wrnaxmm mssam.ux. wa s_+Iw m11a0a mecFAn MweaaJwacama. var®aMroowr.n as wpnrw.a JI e'po.ara wamsx rpmbBwppew warn. rl Pa•emawmpmw.pp.pa.Nrm wnr..r m.,mwrrwru arm.mr.t d ee arc. pm s.cnw atr w a m.cEAM srmwpasw_rr:ma. sa�wa' a snw�onco�'wr� r•v.wwnRa s_w, ors.. a meux, vws_1vna11x am.eFue evert vuves. wnrEa 1l torero".rear,Wxm.rm..rmrnas.dlw. xll xpwxal l.so anecEfwsawpaswd..amn "VMA -wAW 11 Nrwwrnew,rmf m.roww.rr.ma s:con xl Iameat I na me mAM slpme wwm.mp, a Nrpmn an w ww.vn wev. a «pwm ram KxMNGANormcNoewG-WA1 N wdwnrpn mrngmre m,urwkrpmarrr.ameroww,rwrnasecnm?el I.JAeame cFwW smme swmndba a rvaaelwwre«uvrmaegvmlNpa mvme «coniremmalbw cvrporewwandaID w. ]I�Mmm wr.esr,.NPreamymra abm.alvyrowpraw.a. N«.mruaapmy,omaaepp. Hrp/conaeac®tM rv,eW. �I Mewtcm rrwwuwnru aMW uimla<Ma]bvbcameh. 11 Capaw Nwq Ivwa_revKnM m_I me,mraurerrM1d lvtleml.l d me UPC. vbi«Iknal I ZI a Iw �.Vn Lvtlee Spralcavn :W'�x cwl.cubly l"ws.�ror nlla as m�.cwsawrmo� 91o.nrM amf. urMoms. wGrl CBd'n KKrfnalElE flPE IIIg41 Arm MFMCS - s10Pe1 II IICPEgevq 41ep Mneerme rpwsnphd A51M fZYe vq 5ec1m rzerzl ]ABd Xro CEAMNv4en SpedM1canmt a PMIarn Aammr me,mwm.Hrn s.cna,r x6zrw d mncuM swmasp.drnalwa Ji Mrereen.alNmwoawwoms.nnm b Ixpre Is.vrapnwwppe.wwrrm wo.m ewrm a 6paz.efnmrwwpM. .I rLVE awn mwww®p mmeaq.lwr 1Ma megapcpmmnmwrrmvrewcm ma map merw.nyawam Mmer.w Wnbq c«b. f-raamMw. S.Avrlo Harz rr.ry omraw. ASM ram en,w urM mxlx _4EMEpCEU CQUCPEIESEWEP%PE PCP .WCF111r45-SIOPM 11 ecPwp. mernmwaamedme,ew.errrermaulMoe.was.cror vxl warrecEue s,pme Soecic'Np< a Pw 1TR sn nw.t v. ,.vew,_nt a smrwr aexl.w a me csAM swore sp«mcd,pt ]I l,n ASIM rnmq,r Ua a cpe T1 w Cm a ✓Port d,rwwe savor m M be. .13r+pM V W wwmnr«pnrby,vneggrwmmemmalmep vwruvq. Po pmure coot w rruxa.,ea arm rlfixlr wan a pbcm to eew IM Ner, nun ,pm.q Eb SECnIXE I I Ge sscrmt vra w pmam m m Cp open ma norm. A �pa,ecllw=ma=wwlarrrmsd mmu.gmerrovuamepro<. wrw,nnna,p=w•rw.teem. abpntAmwmpw mepcl.tlgneeupea Tare la nw TycarlµvrMmb. a Pe 4r l p,R a ACP v4 w M6 oN M wp atiT YH M w pwV M wR m gvvree mN pxA. MemmESAxo u1cN aura-swrtrvi AnB s oeM n rxMa anwwn Mlm mwnae waaam born rm,cvm orm town aw.ma=mwmw and men Slabwb Speak Idmrncnll9.eoIMUPC Irwtivydee.agSeeMn ]lxI lC pA axldO din. caw a ram ewm Aa IXwvMmmm me Iprwrn,Bcmq W Nvyoearw: 21SM1VMn. Nemd, P�JYSI e0'Iwbvwl5mcve: xrNr 9 f Vl bl bJdm (n wvmwml. rrew.w.0.xS9 cl aaam w.mwam port. xeewn a zsm6w./m.r pa. JI MvuamM wwovmm�m me rw.ne cmwm. nlsWrw'-Neenar PlnJw/=wrceoka xPnae bl5rvm: Ne_M R- 11]SImvM S 10 PM,cmrerpckrae Im�Nr^ro" 1 roMem aMrwwwm. mrmdwr a a wmwabe.w m.. nrlv,w pre Tanww.m Aaw mow cfA_sramaw.alcawr. N wmwpmmwwpv.. mmm. TawwnwGm wwrwwamme leamm aSmiwallCE-a115n wrtlaxl x.axl�ndm. cEAM swam sp.oXcamnt. apmaso a<m �r"m""I`rearremwrwmm�ame Mn Pk,lrwrBcoe. game eFrw n,nv.n1 w worm. p1Jv.M�a s PAVEMea wrzS ffudPm 11Mmm�lb Srbbwe Sp«IcnlpubrrgwW Cvd«em. mmlreewn eyv,. GRN4UPBwSfc PSF N [anp«rea mrbmo a rave eme cmrn: Ignwry PwwMrr . e' evryllvlrPwwMa6 &Amwn4p-f a Rw' mmwn ry gpwpl<rmevMrrmrXmrep.wrrmaMNWlSpec.3l b.C®5.. a m. WmpbS. vawrenmowammroaroae rpo«mr d Xm Ffvewwb mwmwarla agPeBare toe mpwrm..Ym pm. mpwYl m mvem N «<«.nraam. wr. pT ywm a Wsbammmwwro Top.wr.wlrwnrrTavecwwx.nwwwmmr.wm�na.Mwm.mrm w«r.a a1w bero a«m m NMTe. s %pm n vYm Mr e,=ware f rNcdd Ikon 1. el Carp«I wet pm,nw12 v .any nr w.n wren. xI Anw born =wn. nor met ww3m core mM«rm. nrvwgw wa wre wxt w wXn ,dw rrnx a a®eBpm w. laww,prr e.rn.em 01 Aro— NecarrmrouelvanewnPnaRM,repbrodMrtvncwm Tpcmor. N1 W.NME nASE , W U JUPEALE LOIIPY 11 Wv CpArm wrtar rb me anmue rmMm m me pgec't m. mr MNmr Scnc. um APaanwv:rrmrawrme'erwnnwwwprearvrrvpcpu. a owMyra Xm nNwoemnrwemm.wawdw wlMwm,wr=wMmwr mmtm IMNN! ameLl. n�1 MN,wnnPnrwrcm: tibmenemewwnpun0«mrowrCOr 2fbrwesPrweJJCB xwr.ma aw cmomsm. saMla.sw:.wMmm maomlo MnBolzmv. Sam yw[lvBagpawl(egw ea Twc b= slyUMOrtvnrrarr Parenwrr brwrew 0merdmeurvrrarn ro MnWrxyM. lweSMwa]Ip racezXrmM mu mw=w,nm'nm. earwrwnram.cwn.Aa=mmn mAmmlz3m type SPwEBI.Ye ma vroY w x ncr.er mJ arm curNCMr. a1'.-11 d pnc nacsunvicecwre nd=wPwm m Mnmr neU. lrpe 11w1 Ps mra wuw 11 Pace mmawrcrn+rvnr/r®r meammM«c ruepvuwe. Unv. U tlnpemvn rang rwvc J aaarr.,rwaw. aaa.acwabn. BIMVB d Pw,ner.mwe. wwmrwm..aw..mam.w.. nr.am.an.. r,.ermrraemrrarromam bl fi«FrpaammB cmwmrb«um.r.cmaa m.Awrmmuweba spmrmanrw ryrww Lwnm,cmr. smmr aeB. consnticnoN MEmovs rl Prwmramr ww=unevaaeWarwrrvra_bbccmveMncgrrlyrrraW- rmm =mmvr.ecevay. A Ira 1. a u.rmm.nmewonmpnpdbr armeeaaarm cmramlar mmMm pmne. Cvn.sce roYgweb Xrnmaelu a M.l""Wen VwaMWaae mepemi I m ran mow =e++na con mM Mm«m Maroalwmalelrmwn.wwarvmmm�e.,.vnar,.ete.na sexes rmarun rm uar grmrM w Mrer cprpmtm cm w armM ab _,rb rrvC be ar cmrm. ]I rM rwrpmrea aewe srr«m. tree d pocvxr marwmrm waa agnmrwr rwvmwemwr r/rf pr IMrpmonlrm I/frrr4W o le' Paglmp. HNe rrA«e rv9 bqr. W M oam aegmrnm. .I Peevrna WwF«catlarcewtin me gficTbrmw_a5M1a1w Wnmra SlaMaE SpwMaM1reb Nlymvy CaeN«rm. P xF5 I I Speop nw,B own cpTowa._mar ry mpnB brvr.raa aawrB W am cM. A Mw.lmwwc vmne 1.. rti_ xrwwn w.wm ce wavae ra. ]ICwr. um..l.re pw+rwcvQere Tam/m. PI u Pnccn to w worm rrw w mwwl y�v uer wet mY. 51 try unpurlm nmrmm crr> mpwwrrwrrn mwNrcexmm %pea IXawrw. el Ammerympypmn romemtTmwkv wgmgrp mouvw. f we nrpn. xl AMr pa,1 n rw+p«omrce ww ne mwlmacvat a«eve. & Pmrop a cow men awrm. w na_ wp m. a AmY nprpcw law a Nprmcm va FFm.vAuri conrvol II AW .Bmeralne: al 1M pwrb am a come owl IX rnr rdm wq ms.'w w me Cmnacran mmwMr vt rtle.em ma im �a Ira.' IEwzre�w�aawrymrL wn�mme.ASam«am. arwn. bur. cv.wlww.. wr.alo m. q G.emgrvwa vray IASiM pa>a purl. o.ec rvaa wevnaavrlrrmr. a e:nnarornl.nerv: alrw rwgemlunalvp mrcP. bl �m_Yca,rPocrm IMNU019m.6C1 SJANwem I I AO 31& AO 315. C AC. LI. Metl oypXwa a _wewlaslvnba SpeofcTwlw Cm9NOm. coup retool ealm I Cwramlw hr aM1tNevbme: e'-C—te Pwenwt/A . cwnMesmewT a 0wermrmPan curma MrDCr]IePalx Sebct Gmrbmtox. AGGPEGAIFS I I corm'. �Iy 3137. a Fm:fMpOrspec. 11 xe. wnrtP II decor. trap. p.v Pobde. MnWr Spec. JVM. McENnwr.NCAOMunmES N AnM vev. a %mv._eam.xa..zp.cwn ..ante PCW1lAeacFMn1J I I Asxm L I n. 1yq I pw T arwarm m mum+tv awn. w rSp.IA TatnTeu vwnwe c.rmr. omFPABwmIPEs II MfrCOrSpec.n u. a cw,rn oertJe w rrmam vtm.NJ ubvxt w noun M m1 w dvnm. II rMNO1Smc.xblJ a cwrwa.cm_cdan al Cu2pb pMw. YOlmnq mncrele: Y.Y! d swepP wmm.IOM1m cmwwe. nrpNaaAe 6 w11w ws cl G>taTe pwmwrlt v pew: lYU q PgpcwTe.r®rrrwpnamely. JYU Jl ea,wa.spmreao,d vl JAa: I-Z Ano. J9nJ � 4]x v Rl wz ar wro. ]set w.fxxw g3rU: N'Mnrp. JMs Mx CCNCPEIF PNCSwrBI! 'ir�m=vrr�mwr"mw o°r�mmo. m�°Tw ,. •a,mwr.m aa..pa pranrw..m,m_ A Arde o..wwr.r v =wrwm w ao-.rrp =.tone rb b wvmmrm ra.,c.o W...Ma aum=_. pa our_ prawn W11Pn cm craw reaeBam a me avanvmm. a caw.le pmwrr.tn ertlr ce a«m n Tcvmrce wan Tp3cm. poor.. a wlmr mI. n se..m as w a«w n eccwwrce wan Mnmr xsz1. A cwewW par_wwpmJnarc«eau rmriOrml. PwrFcmN I I vwm owp,me wammr avant mr. wet wet rmw Mae pa armB p«prmrl wet rMro- d =«c. e.. a vMM =m«dn r,am p2mmuepyFp. P,owGerwrpwvl =orenp mry,rm. [_q cnvNe wnawwevmM rwamm. 3I nor aPrvae.an n,wwae arfw carpo-ro n m..pmrM w,m nbtvor m ISG. W CN EAMEP CCWC9ER Cl Wrdpam armor rm1 mewmgMcrvrpwarvee Maw eBmpa_f_wwR.rMcmvW erkrr iw a,geOmbneeryrmVsdum wnirNwrmlwalvwanwtWe]vbabbwas wMvw/r.mrBewa.vee. a MTrp,cmdmelwnpwweeawmM wwnm f.b]Tf. Pb«+rmmweevlw Xerorw_raso-m+. 3r r.wrn:mrrwrNarmw wwee'n rre=wrwere. town... wurw rop_.rrn..mrB a+m, mpmr.tlpvme Frq,mw. n Pa+arn a cmwmnwcwdelry n pccwwn AOJm. NG, WFw1NFP LGxcPnE II Ib w,l p«e cwcae wnwr me arrropv.sk rwrasaMee 2m'e IW awe_P a Mw. dmmmwvr.mPla]awr. Pm.«rnMrwapwawmvwmtlr.B,em bmemaorrnBSmf+ 311nav+D'+/ wr oy Mwr wrl«m .rave ca.ve6,p. el Wdwtlerxemf ww wXn re:eranpmwMmwerpveerwd cmwmep«ww*ar merenpwmure 51 Pwrwmawt wemnw everoxq n ecevawn AO Y5. rearerc II No^arabmnea FmmeamvaxWl aw,armMm rwrm anw.w. WNIM1 CCNiPOL u m. wr,mbmawnm nmTwwmlrmmv Rm ma'vm. m.rwvwrvlm' q ne YrYpw,«nr lmwq 1eMYopr CIM r 1 CI I amenMc«vMnmgrp Wrp. a caa.x.melwMwmvn.lulM Clclo. ern.L91 Te L13nI aetamam.aawMaowe wn Am w pMamm m m. aw cow a aarlpwe. q M mwwnl ,eRp reUwr vw wp o M d Iv. curpauvi rnr gegwr b h M P+T a mwm I M ra.rw lmwdcwn anwa« mmmr. awprwwem..arw. car_e®r swmn«,.eeT aemamrpwaPma pv Mprm n3nanamam. ner«.mm era wrolwrmnm._mrarrirBcwr_..dn wrmm. zSawrM rvJ.ra.. Sjoyufst Architects, Inc xvOL SE. S1n IRO M ryl K ry JJ b/ J 9V ]) f bl JP99!b3 6av-.r.. ,iwVw .nw SCHULTZ ENGINEERING 0 S?E OESIGN 10 S.O r R... Arenw SutlexM Safhlf MN 56377 Ph, (M) 3310661 E.: 10651633 1030 Ind ma pl— a avlr Vicemee weer m. bwr or me Wore 1621 pwel f l 16058 rx R-xt Nunes TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7845 CENTURY BLVD CHANHASSEN, MINNESOTA GENERAL NOTES SPECIHCAT70NS n eoam a a �.rmcrw rewry we rm ra ov.nebn reppn+ na w wwam m me Ef w.w C-100.1 OaE3 Ci 1RBJO19WL `:-n MWYpwIBIR FE SP[CNCJ.INIIR p4 i.LCSELLµ1p CCI.MACIICM REW\RMAENR rl PIPE BEDDING DETAIL NG USI CS MANrCL6 NffNAXxIIDI ILEIIEA®S1ORM) w/CpKFNmPKSIMAE UICH6\W}: NHNAM R&YR11W C6G NaxAHq-}6531&Du}m NEENAH R}6mEA 1601A1m ¢EFNIVE/-IYPECGRAIES i IYME MLS1MB119NGs 6 RwGS MAIIMYNI I�uuAp3. v,GsrR VACIIPH}y{CxV.11pEm PRKA{ICDNgER CAVR PREusr corrcAERE eARMrsI wrIx MRYFGAREIIA u1MCNyn sEE nAN wR wlEnaR pNALL1R Iq wA1R51CP GA{[M. q MPROvm EOIrvuRI w/ xDN.ucx[ PAIC W IG co6Nowo MPPysmICMN CJfe1E6VF NOB 1. sEFRAN LCR NIgIp ONMErEd Iq OEPHGFC(MRFBKRELs[CINM 2 ERMxECQ PRCNLV115LCIR1r6 S CL,6MICIC ®RON LN6 WIIENSINICIIpEW RRECIROW IO LMEr WIM MONSMNRGiCUI l al ANNNW EPACFBETnEEN PPEANp WRFl WIMNd451NHGldlf ]. PRECA}I CONCREIECOVRs. BARRR YCIYJNS. ANp BASESSIWL MEFIME REWIREVBRrs Ci SrANpApp MNDOI MIB All l ANp VGl A RwSTCSB3 WLLBEMIBAWLOISIAIq/JppUR,Im AND91All6E %A� OVEfl 11EDNlE, %If STORM MANHOLE OR CATCH BASIN xrs .ca«AEIE IAtlppi ca,[REl[ Mu ]A'm .RADE ENCASE NCwRx txnNiC.ARp. WASNEn RpcR ..E E . . PVCCIE owlmFA Nc WY Rt .ILMF£ /1 SANITARY CLEANOUT Nrs Td 6 r Zj - Gm11f NVRTTp M1VwEPG91n4 p.AxAGE,p P.E J-1 Cd,rECIICN 1. pR Ma pAMErR CATCH BASIN )MNDOT DESIGN "If) NR �LIGHT-DUTY BITUMINOUS PAVEMENT SECTION NR nnD 121' �o 1�fl�D ft AftA6TCCOVRNGWREIIMrG}MI T() MINNGCONCRETE61111RE M !£FORM®pTNI \ ALL 1111WGSIRCEFlCWSFSI SIWL 6EPlOVU®WIMCONC16:lE&111ffiSM1161 MGQMG [CO"ORIF MRS L MLET W 6NNFMMYECi WWmCd„3ElENR T3 i. I6Ea4CO3xINIC: KGAp.G[BapINEDBr LCC Illnen. L MEG4UGRLsaMl6➢WLIE KOK®AtµLIONISLv11rW AFlOFµL NMh^S IIXGRrcRDss� 3 THRUST BLOCKING Na LNN®wREA� xOB tOPt{Ca51NG: - f seam raAOE N PAvm ANwt I. MI.MAw ft4MBvµVEp[ M AACEN}IBAREI{ WIMSEIIWG RCO }. GATE VALVR LOCAImM IrIR5E46641pG SMEC2 VALVE CONCREIEAREASSIV.LI W.VEA =O[ ORA%AOVEO Mflµ YYARAIp FETxm: ME EgMVµFN} .T MVEpx AND corvcREM WA1RR&Sm 52W R9fLlIB,1 }ppE3NALL N/.VE9i1 MN. COVR SfATm GATEVµV£OR APWOV®EryJVA1B,1 AOMRP NC.WRvµVE uumrAmnx.�jmm�e S GATE VALVE & BOX NR z mnl =w G COu141MrvW19m TrPE SPWR}wB lAfiCMiEErwEBI Bn11MNq&COLS SYIIMwrd69VE CAIIR IMMOImNr4 f IMORL1At56 AGGR[C/.lE&ASE AMROVm CR.VACIm 511KRACE 9 HEAVY-DUTY BITUMINOUS PAVEMENT SECTION Nrs NOR T.�R I. fCR AIEASwr61E C4nnGE&MCI®wwwv £ROM MF rvw, ME GURR sNML eE arm ro LGN RCM nEONB O 9R� MNCWCEEIE S4LLL 1EE111ERL(MRFMFMRCf I I �rCDN�E,EMIx},� a - 3 MN UI}CWBANDGYrI LLMEEr ME REouwEMENR a srwwm Mxpol ftwle }Im 6flOW CIMwp GllllR v 6 CURB & GUTTER JIMNDOT 6612) S BINMIIKKLS WEARING CO=IrINLb1 EQ WPE LVWE1V1iMl M .Tp AGCAfC IEMSE CCMPACI 10 BITUMINOUS TRAIL SECTION NR Sjoquist Architects, Inc iW G'..Area-SE Su! IW Mu„ea6olu NNnmo Jul, 6Rvvti.n�Jw.mm. y. SCHULTZ ENGINEERING Z & SITE WMN jablee MVNYee rlvenw We= SwF4 MN w" M PM) 6J9~ Ex I3")633-16M ..wN.oRaN..colw rw...nRBR.ARNwno9eeW e.com iw..n..emir NIOL rnn vb.. xeeNONon my de ct Ne-m a Iwe t v.eN wl9 e..n.vner.amrl we —, n oMeI e...ed rpin..r uneN Me bvl o116e.ble PMNnnoM MNJ "CNYl " &J&%JMI6 ain MR IN:B@N0. Rn�9 1621 16058 TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7895CEN URYBLVD CHANHASSEN, MINNESOTA STANDARD DETAILS it CONCRETE SIDEWALK SECTION rvR C-100.2 "lfrlj "1111 Il;y`11i1,III;j I /IF/J�!lil (l%1/l uDE i — __—_—-- r ------ . LDI I Bv�ir�lESS PART\ GRADING NOTES: I. Cg11RAC10R ENALLv(RFr ALL..NG COxORONt NOT. LOCASICM; AND M, ANDINE.l NIVAIKMIS.Q'EpSMG CRMNAGE ANpi/.xpARY 51RUCIVRES LDL' ION ANDSPE DE WIWGSANIIARY, WATIMAND SLOW SEWG MM AND ES NG cRNDHswu usehvERERo. 1 Q61NC IdC(.R/.aeCALwN]RMAIICN WAS a.IAM®pOMAhRY� SuavEr Ca•aERD er sbA6ARC MepEla,fw Aw IRNh aemla ] ANN. ICP x' Or NYdIN11 LOC hD 161fA51 O5NORIMASI CC9Ba wwosm Punrve Aefw I`EE null-Euv. n•,LI IxAroeq ACLF rvovErE rsIMwFWIWHANrwwx515cNG¢ARE 06cWf11®BFIwFO.' IIAL SIZE CONCONtlMMLS AxD WNI.16910WM ON lxE a.WS. WXCX ARE SIGNYIf 1FNOIIGN IOu1EA RE WhNl OER1E DRAWNG; s. RRLgIY®Rr IKNTHMOCIADINTA. 10'IApRANORUEIgI.. Owl@ C4 COMRACI W . OBTAINA a4W NG PEtlM1.lO RE Ns1AwroN a ANr sIORM nwER Imna. 6 RIECONRACIORSHALLCONIACIGG41@t QE.AT�.11IN ORA MIIIY LGCAh P4pRi01HESiAI(IRCIXISIMIGIIOH AIO VEP3r LCCAlICY6OE VRII6 BFSCR BEC.NNNG Wdla. ). SITYR£i cg1ORSIANDAA LFIN; fl IOPESIDRY SEV9 CRDMING NOVE.WD WHIM IDFICf FIRING Cf PRgO'A1 WAI9MNI Ca9YIC891uLMEfl 11E lIXLOwNGSINOARIL9511E W RDILBPIGCOCE f-IP IXANEIB AASNIO M]5] IT.MpAMEIB: AfIM OS}I] ASiN.12 PIM1G5: v. NBID.era ornouesEwaageuvaPPPEsvEo®ox oa wwEanF wE LMcra of Axr Assocuho xARED ENo sEanNs. s1oRMSEWaea sEcnor¢ ABfLO RVEYID9EVA1W *LD O51AxN/GRFHI ONllDIACBI, W BI.d1G5ENALLBE MNIMIM Gif INq®0.00RCf 1CPQYCC EIfVA1CN. Iz cwwnwsxNLraFceM cucwrwsrovF»rFweum'oecawxm¢. comwclors eD swuL h usEo ox FARpMdE uLcwnaR caMP¢hD Sr nEcaxlelLclaR I; saT9FVAlIGNSME ELOw urvs AxD/GR Nrv61®GMC6. wLHS OMF➢WM NOCAM IDPOECT.ft FIEVARgRAPECAeOV KDWlffro Sl EIEVA➢ INOWNCAMEP LALDDNORDDIIB'Mff. I•. {F CBuh5 E1161NGSPOI EIEVAIION; xCBgh55GN10MR Is. uLFvaDsm E¢vnnoxs ARFIwaPAVNG aRculnq.INLEssxoho OIIBN6F. AC BANNSAVAMMSA M THE®IOPW OITSHAVRVECYMMGE IOwMWiC .1`RWNS ANDIM WRER INFCONIPM.OP9Np N RESPCN51&E IOPRWgE IIh REWPED EIEVAIION; WXCII wyLPRpMOIE iq$IINE gIAW.GE tt➢OI1GNpIIttFPRplFC1511E FILTRATION BASIN NOTES: I. CMSMK IIONEOWMBII.NOIBE.A..NONBASN M4AAERRMW WS BEBIRUVAIFDAW SAND/MFLVW NASBEEx gwCFO. v DARN('COMIRIlC11CNCi MEADNCFTWB Dixc ANDPARFNGAREA;ME Etnu b NKGS LLMPPOIECIFDIROMIRMPCANDS ENT WNN!ATFE s11 ."HAWRWf UDEDINTHEdl6nEflL CONINALci..MSN g W L N FI/t$ u LooSar M PossNE. l d1fFT..CONNLM46COMft NANGEA OPAI NV BFE11 SIABYIffiI. IIECONiMCTOP gull ARRANGFAN'PAr TOR U ME NflLINAtIGNMI¢OUNlSN -TENNC.MEI¢IRHNLR9ULLPE YIBI.VRfi] IO RE C W N M1 AND IxE FrvGINHR. s. ME BOROM OF mE.N.L M LINL BF SE wnxA W.nVEEEW Mu AND/CNH.1 EnUGSIRANIWGI vBFr wlM ov/KR. e. FNAL 51AYW14x Ci THE RIRANDA RAW SIWL WH N COMNOEO INA TE URI¢AM pA W A('.E ARFAS NI. VE 8�151A W YED nFiRA1gN BASIN F;EVAFM M RIMTRMI BAW OMMEE L.NO NVERI gPOM I.—.R MSBI WIIEI —.N.W CAME iWOf IdM n . INN. 1. 1w]a v69as vwm ]1RCONPOSIMIM P®SCRARO CEANRF � sLERouIDEDSr rs NR•faFavAhDroAmaF AvmcNa®wa awoFaeAs.lsanox� If DRANRE INE4 If pPANRE -� NJIFO �� OTswbq I FILTRATION BASIN D. vE ISFF SN¢I>rcW sa p az xDle bass s N b N rn Y w W S O � Sjoyuist.9rcNilecLs, Inc % 18W UZ A.m.e SE SbR4' U M.AAWlu Miweawu SNIP 611R9 Vll i-ml]IY.S:m Auv /,WNN. WNA."wl FZ SCNULR ENGINEERING '1 a sne oFSlcx Ie sWIFN n,.N.IaR AwnlN Sue. xan swven MN 9-"I z Ph IS")633-I F Z Fr: IB6d) B]l.l0.b 0 ,clluMun9®In1.COT U shulhengirwMngef•1pn.com 2 —W p IllxeGY ceMr MW Mh Pbn F hr,n. NwleW lNr eFNI'uPNVINPn O Pne Flwn wTP MeWe JBc.nne Z FngMen uneer lawc °I IIIe Plare � orMNn.,ob Q Z MAN J X.M If uW nx/Fn/2018 OIFP p11F IIC[NSF MO. geLvmS 1621 16058 owGTTwTN—t TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7315 CENMRY BLVD CHANRASSEN, MDMSOTA SCAM r=w 0 D D GRADING PLAN C-101.1 PROJECTINFORMA➢ON �ndeve wr w rwrea ro v nrrronan Eom vw Neerne arM nam rrvwra w cd9rucRa w Pe. merMarm4an rm wmq r.wn I.id noes err sew mdrwmaalmma.Mam Mwm m Ie Re. PweddY Mm nnrea uss.. ere,ne Fw ova deem. me a«n waw.n aranwa.,monda -men. wree..e _eve sea e_sdne nwaq rrm wenrrc.aea mares em.Id,ae mend. meeanw Men waewa.am aaaas� mrora rolm n.rs.arre wmwrerodsa ml«doer s.la.are ivay.dnwm.ren:. BI.Vr G4CNAI'OraSJere, Owen Toe rdW�AICn PWmea bameemrar aW I un PaMua mwwWs arid, H.JtlIY wmwenNrp m. loam armed soma Is, IFlip pll I 4evetl ogle p,Myrru.y=noes. Iin.11Ad Amur pd,rw 1 ebuM. nu.sewma wereemM raraar�Bmn am .Ins a addenda carrpnea n Ins pw.eea r-n,sa r aw sea d 9M... cwnwr 1- .1 ea iNer¢Tu'r Me'. OIDWn Arm a961. cMdrr bed" Wrbll'3Ltxtl IC.xamMm noes wpe hose sl anaq l6rmm rwwne lammed dry men marval rJmrunrmea mamm= .1.dl 14ali-Z.dd Daoq My anOlranv1. 111n 11111 aHJn6'r. I5 br, rem. I®ewgNsyavrrr¢san WMi w was e lobrnry vn¢e wvlwcaMr¢me 9o-m waenvMllrun aepGe7, vend Pewnin I mb a Ilro Pgecl ere-. ml SEDIMENT AND OTHER POLLUTANTS Irm sew beamedmans aImono-, as wml.n coda a.mesa, o.Wnrpaw as m. vr11. ruennel"PWard".w Ivey'evwshbe.. wvwwmaem.ee®mroJPMIMm awnlea�mrwd ced-r-m.1 a-hun aw awemenn lde de.y ee, aaaaaa.ns a s-lad I.: here sew r. i reunla rmm rlee.d¢m,.wn. nme d. d.nr.Pwearw.a..uwmlmdn«ddmmelwdr in"a-aw� IcaIse-,duly'e"lwWradr-u�llwJraa�irl-amlaha ryl.M9 me TarPreer. Ter EROSION PREVENTION AND SEDUAENT CONTROL RESPONSIBILITIES hewn mamer BMn 1. SCMYIL PE I•dwe Come perP IXIWIRPRbeen. agnd SwWm ¢a leceM.anon worn pheebo. I.wey Ennry drmwYa Mweao a.waIa .a Muaa.b. Ise Eedeeva.earwaar ry seen a swwv ¢ tamed. ..ere MOY s1. .desI MI. n munnewrmcdmdw.11" mdedw an�eovademph=de dtnweq Came I, AIs nwpovywumn a lraaelaurs 55 v Cwdnmu oars nyY Povlbem eyw.d dab Wy.rre«MSwwPCmamlarwllM pcpCl. IMIwPPacmWplm a.nFbrnM Indalesswh9P.m Mores rvccooreva'nael-I sowsawoaarvmanm ores. rdeakere. wwPcawarea.a aaww. mewwda..mwreMrca. onampaame6rw.m m�"anm rnocsaewlce dam I.,--.. m.SwP.cwmaa«w No- ase,aw a. rw menwmlawmwra.merM M. dnm.awdmePd.n rdlre NdeaNnwlaruai nawalm. asp mawae. meswPPPCmawwwlMn argnee. WaMblwe Mbwl ape.manes mdwarowde lamm.m vvRwronrerenrJ aaraumrreWea vYrM rr.Carr¢r ryregaeaily, ra cwnpbrerM rods Eew.rnecnsea ymnJyrM SWFiCarwrrnw wrdrM oxc'deMm IMwr...awxmw.gmo Mm. Mao.. a.erebmr.w mswPm coo,wwwans wee mmesvwmla.eMn. ev pderorp m.. avrea.nm.Ms. aaow. R.«a werMrrwswPPaw ndw . o•wwr®�wrrol.h. a rw hoer daor ¢ .or N.a m wad..rMmwarrdlwswPPPcodmr -ese.u.nmarrw.webwaw. meswwPcawa.alwmdeYw wnwN a ma wow. N.ewmn,swl comer„,,.. swwvcowr cmnwr goose qv,ore eeffm www lannrw. .PMeeo c m�yrdmserewNwmane.wWP pdyna vendenw away Cara eiarYw rw a•«.arV rMn.nsywMwn -rarer seen, ,mom almawa Cwrm sa.-mm red 11 J... IDda w SWrea der mrba nesdadw� sea my her.... vMdmr-s nrr"rane eprerea.cw dderawe mndmM lwFW.�v ow dam wndmN mnaosm. perenmrm amseGren cmmrd «rebmw mo rn«vvno,b ne 3wR9 C"'nu arruesowyme µmedrM Wrxsawram..mewannw aMr.ro dMmamm,m.ehre w e.p helves anu, `necwn. pan al mn3w .me pe Naw ao.umwrwmamrarlawenablM mm�Ndra more. A,aw amy.ma wwawMbmrw Ter anw. was. rw bomb cm Veen r-PNy.wa deccedw ,' Leavewne der Fy sod badw r mq never wv-lands -�be nM m .eMicA nme Mvom.naarww.oyryrwne vrq mum mmnavrcedmwdwm edv --nabb en"emen SwWP CaraMV wan he rgvafw he emnelmp In.' me Cmwww moment, dour me ampaw,-send reawnM1 cwmw m®vm wmmam y Mee are Ne 9ysvlrpr ¢ ¢Mrs v w ana nn remove mem.mes ere m bermes re SwPPPema m9.lwnodmdba nyeavYdrenppeearMa.e,edrroame0.re"3 d Twaan1m,' Re.uallrbvmeep mere[am.a wnuxerrNbawewr dam ems,naz'rwa.l-bearw.sm,war.aae.w,.w.wwrre.,m.w mnm.Pa.dao.ne. Ins. m,wm.w -as Ins Idar.np Iwmal. A^v onceawmedemsysma.mnr.p.wlmme na.cr 11. Ream tl d nmdrlrm andmdneMnw cereal. Mw.wmma'.n Peen. romalan and ardm.,arw age. wenv..rr Yrrderw.rw..wo-y a rpr.d-1.aeravda .wean sea d.w an myeawenr. w. mvddra pew„rrwe... .i A.mw..m.,wraarww.gtlm. anadwdm Pemweesamwa.Mmndgmen sYa«n. 8MP INSPECTIONS Trre SwM cowamrw Yd trmecr. a veepvre wrwwe Na wno is aalf. b e" Iwawrel. me-ameran e«m we.enan sea na.r.n dares NMes w n.lawmp hoer rmrm II One.. ,laws a. been. hare as ranermr I'll u.nwheo e2s nvml deco: Me Ay w cwbcrea ps rM Irne narrm 19ev a W ve vela ne Idorrq ecedart 11, wrveleradrw cwabamue over p.marom.or.. dn.ae m-wenndre Pens d mem. rt¢ecrnmaawv weer d emnmre aorw mw Reree,aaa b sate aw mamn xI wwre Mr. wanawnl carammawaa rol seem vtlrewascmmap/¢pmeNpamwfee eenmadenrma-aIxmom¢Wawcwrer W.ryemenaeemwnwrrro w "C" arn"y Ixmwre.ap -n cwawm wcdmrucwnatllre..agWumww MwYn Wr eWruenm aeTTyrvwreeapen Nglpa mnwfi mnfiea mwMlep b.Xw MGCA 31emme.red erylgwevaeroamend-unar re¢IwreyNerpecwmmMnWewr<ac.-Y aed..rwxendwarenese armesales.mraperirvWa¢.Nw.ee.Jereoaaa Ntl. nz -a-- Iw SWFPP cm3 .Na mMarega:IgmecammNp cmencMn. nedo-a M wcwma nwll.p.. xs- dmeead-aWwmewebred-eernow, llw9weclanrtcwafaY vcyw Mrtlweq 11-Dxeaelerned' dam xl NvwavewrdN calewnyrrepedon A. Seek wcb.navS'prevmevarp¢la calsfie stave sl- CmmWe¢loelmn Oafvireadm Ime, am awry cvncbrrymdmsecemn+nay 61Wle aCam,retlmYrarrla emms pevle nm r?rn Rsfan dI. me cwemmalaemaabrnswwaran wevealM mwndar l.nwae.r..r rasa ala.n a.Tabaemv.aw.a.ewee sar"handenrameuwe.r„,aarecwa hadersmeawe¢Ylmmwesnm.eeo w maw myrro avJveenWw-re. dn.e..re dJv.nwnry, emW.wnmrertlea Ny. mmn. a ale.Poo,reaw, mrw.wsaaaa po.Iamn aw woropaaee. N. wpewnmy.amnsleeam m. swPw owe wnm.wm..ra a.. m.Sww9aaawmwom.r.aroma Nw lwm vrnPea oases eerrwlw eawnmi....pa w nnlne Swra�mPl�ra rwr m. E.Dre.d..naena.w:a. >w Errq.a.aYmen memlre swv.I.e-WneMvm. Name: Ccdedas-'awnseumed,Ibb .rwlorw6pwe. AMRIDMGTHESWPPP DuwGm. rn.nmY sWFPP. S es`d".emdmwrydn..lrp, -was - vnd nq.,mwvXwvrlwtw «hero 0weme,m"m c em. c Derr. ern swPw uabmw acdaeY. owed wads a. Mom tenons .. dmre era. la maSWPPP C d .6p RepMnypRCM aeFaruearin ma,aelaN d argewd Cacremrae• aavyr canpcl aepNawe. anmhaeamces+wcrebm I.-swwv aw aenwro. vplaapNcmp s� PpP. Ins me ssaa,na veil due Ins nw earary mmmemarwr. ,d.dnv rre,w.q. ro m. wroa cawwmld N.or w readnabs Iomwe-hydreseawmenlaae om..o Ire d.aes�rrrawmoww am rw d.e.Mmym de..wa n me amr,m.rwnwr. md.Mlw wade. EROSION PRINENTON AND SEDIMENT CONTROL BMPS "muse a am Fa Ise SwvPp vewm Inc Mn.mra Oeawmwrrd .tnon.- m.T'"an Saimscal-1,.a,.rolen my,Iw[d .,eon-1tna..'rom aaan o sewn mph a MNWlr La.amb e-.bnwalwcpmnd.nemys n.p.Inem«.amn lM wcrnwroa m'Aam deppyaw IorMSwPPP. «Irrva weaved Pu.%1MI wwca/Maerce Ilan rechve Ile ewmacly v. swPPP encodes and w upecrw Io as 1. rush rw wyY:aw .1 raw,Tremm..dv¢ ewmmm.., w.dee.wreenaynNwam rods. ramdedwlwmwnawwaw to uNonpwrrmn sew «m. undshummIJAws ne doer rw Canama vn ear.„.veer oar m. rm la w beeves m me ne. Inc mom w due n- hop „wpm. m Iew:e. M. densN w.da Pv ro me 0a1 d wr moose oambeam. 9a.vdsm al Ins r aFwnm 1MCmlraclwcfineardeu..IM CaJracldmWrunmurvcare to lb/nw w`R'rramy wvcmlrWlaarMilryye nolla wdmrewarulmrmrcNnwyMm lnurae meaa«d Leswrd row!µ No- rem do. m Ise. meedmmda'ams-hadvewlaMdare-s dmmdmrmwaveameve. np«eonraerelowalw .-.amen seem mcbrtl MS PWw1.IM CM.WaaM walmMrvcNn mpc mymdnlmnlM aNmv M.rm.drad.m rrn,ay avamN pawprwwem sedrw Inasn"r.orm.rmnraad dsbr. aa.nr«naddMwwmawa.cwrpmnm mnynam..Ie 1 wNrnddom.mdloaern-wed.wymew.cand suremp ryryoodwroar'muldrnorcedrum. neau r. mwrrar,er..w.NMR. rawdsawrwr�w,. Pa,wnwrarwnwwwwma.w sour maw rm«w mm.wd. rym .aa«.dr w.wrodo. a osdalar. aoedea.n. empww,cww. me <omrocrdGmearde MrPdEnecawv arvrurame am lwme eMb n.l laop«y]acecdrp is drys wmoWgdam vwpinnm-m anal. d-lrm,w sr re.I.dnaww. r.npwm. m.ew a waal.e a mmaq mars w awn swwl.e ro. ab sea. sso e.d Ise a de wawm w a anwdsaad.mle urthemm«wmen x. rewea aa.wMn. Dwwo-ymlM [dwwror..rnad.. rM lempudycorn camld wedlrre lapvirp6Mh 1). dredcrrded urn al L .mewnen he mereoe'do anveodme ele ldrwwrriearel9 me Co-eauanwaeq Posq wamnda has penamd a m.wer.a. w m...m 1. ba. a. sre mKnMwrrpe 3aeMWlswc.3tlx U. A.ee.asaa,wnn anew No- wewwyamrou.aro w..w9vx cwsagdme.rWNeL aI. MAwmwws. arwwool xsls x. el- Mnrtn Nawac arcwee mce MIeNi2o330. wvly neabcrrra mparoafmgdrw mtn n. vy ara a a®ree as Ins dew mamma Wr. Pab.e w wool over. n"dv.m men -.awed «. hewn a.ns mamn deer me ep mda aviceM n nw w w,mm w/n addllmd romanarpsca..rbq. 3I. ienrrwy3wyrNMn Wrn al Memlv¢Ivo W1ud vldamnW nap .VMwndinJrlr Wlmieem hens padlNmw'-pauawwshar r�rr.y emWOY reuY¢AelsNawMb. merr.l[IrW mYvrSe.reee row mwndMa. Re lwnmd.aeeaprMwV rebaererytlramanwvca. w. RW woe romp alma den...T.awlavrva utl Ins vede mcdwayn pa.b ae eNWi 2Ve 4. [mrrwrwaJ uNae Seed Abmal.i N. x1.N2 wxl-I I3pewW1 yxc. Hle ra rempamy ew.rq a. I.neam, l..w�y .l w wn ow MN W T soma ss9saN. a. Deserve„pwdY,eeaenmwa,.wnmewr.dwaaeeor«me dedemwwrwaawr.. emorrem Corer. omderion.1- aadwa me,dy -mamp lldmgrn a ms bee-dreaoemrar.acawau wpn "'wearwoverawe rs-seem IM.wr.a a.me.eenaNMe.p ww.wM.v re:.Ram w.wwrrpwa ammpaameanu. -era lnd �onwerarrwrue.swam.rwmewcwn.reeheambmarwramp..araenvoe . wnam-1 am-1. Cmyd-ben wand.1os-Re wwa«aedie.aamm.a, wn. aemaa coma as . m.mre aradm der amen, ne-he ea saved. ro,and NaaMla.. TperrM l'aa.�map'wanvlw wwaewdmnmawea a,orru.errmra.mar.„ aorM.mnn z. waa.ow,.rrm. Ary aeaPmN ry wnmrenr run wh. au ce pmww vmm and w mw a Ins rwnvq yuy lee oohs: rL newsmen, sae3rp Nn-en ol. rlMe«rwr.werwream Me poremwea+eesp-area sans NaYvmenraecepo.aev.rrn penmrweaex6y. a. wdedro.mrM pm..aeawmpa dmeswPPP.m.[wrnwlw.a.an.alom.ampwmlrmprorN,as M Paep Ins MMM. / v Imhcaw Mrnmr rq y.-Mpriyewary Cmr«renl corer Ise: fM RlbmeeMp. ery.IM[mwamNw Poab.ns a.rwrenl.mm�nrW am.p.ndrlwae.ome ra.cmee.r rn.swPw. ul waramewwdds n sdhmrMech NarwbaMawAmemwawrrarwpnpmyap.weL01x9a a_CmemctaMrnN5eNw24131 p.MxWiSpec..."s mmranregne. elPeman reedul M essme .?4.1Spec.II35y. rl. orcw reemrprrm Rm mwamlclraaY M Wes] orwme aeamamvba dwa Wruwlermml Cuvl. wr/hease. wenam N olMrr.s. xl. Troems:ammumrem abessaw rd..w...-odaaew-meernndge6ylMsw.'9. IneememeaYWw wowwwrm p.neem..me «aeLnwa a..e. wwanm..aw.wmd cater. CI- fivavncwnd meersymeerme rev.;eemenre nacmw M MnWTsgc. )�. see pwnlmcar," d. comb Larter. -1 beady nwrweeva Meelramgr..'spc. ens xz al. Frmrsmnar4td maMFvarcq maaaard axdnawracrN ra mp rmm�aD bealea.aomowrvme aMweaemd a eaawmNn x. na.a Ins sanp.lrorl a mom Poorer Inwua�re aamarem.ea,el. A Rerw a. mrwenwaw:Nmv®maro.nw m.pm.ra,a.anm¢Mww. vl.wTywadwumerlonwnnryaesawandselows'. melmticgannumnmreWee nudMeool Specvvva M w rMaa as ps MN W I Spec x611 S2 cl. Men wmnv ."nee embueeMmaMnWTiaeced'.agmyw.roeswNdMrwemme der. a. NPwtlr/w-e.dvdewan Rdmp am ma Wlsw. xs. q.vMMmrari-psmnlIv merpcp rocevw.ea wrccem.ralMCanalablvypbce m.- marw,aedwmewaa mlre wparwr.a aewetlrarm.W.. N.IMmlare.n amemwaalwli.aa. dd-Hv . al. mwa.andrww rw.ndapye Wlwr.auwww. wrNn a w,.,a-ddmam.pw wm.r«a.ma. nlRvwra i.b n mwrbeeadaavu waa.w.e.lwm. mamn ao sea l.a.advae.6r m.aMwwa. eamN.mn x. ewe a m. swnwwn m arm Pwrp. s..nor cwwa Ise saw.p maws .dada Nees w be .Mlenwr. an. tl me Ledo*. rl. Sa swve a. .1-waswumawd ne-subaaa.nmmeear.urawwmeswwP. al..,-.sawmMlaMweadranwrmaardmeMrMrea ememaaAsnooliwc. 3me. cl sTl«re.awiMwwar av MCW1£pc. H1732 a. se l.ree.w wranaw wdlaeNlPoaraw.mla.maau..rrmream. dy mmrlm.a Wmarsyurw udaoaerrl van xrwmred, oral LaeElavn I®e oval a. 36mrcealgY de remnwwreawea ll wmaga WMpoalm rmereleiaE mMlu.le]rwrMe6 mIM �pa. N �ar� lama..raamm ilsa rw wlprra melww. Rmar.aysmMw a ml.recm w cmranw rl. Palraeamrawarrwrwramwea In m.wmmWae vcn+.m mnaMca.nmenu pm.q. Lraraemadmes Nawwnaelw aawaly aapoaow. awrheaaIIe,....eh..m.eassav re.. oonmdshowdetem Wrrrin. .-.a<.an.rwrd la.mrwn,M Mm ronw. Me alaa.wr aP.a..annw saes lmm amiy tte dam, .wmawd err. m.ca+asewl.wabrdweaam mesa amMn.NryMwams mrrMamPwl.aree. w .earvmmgmaanrwaaaa.Inawlro-nrrm®aw,00l.dwnvm+.m o.nr.m pl. lwnpmyapr naclaeaNmcePxwonrMare rashestuppwlea hoes W ler.a. w-mw Cannaclw..m pace � �ppw. L aaaxam wla0e aNpryred M lenses veer rM aocewea atl w ones IdN aY awM'v e rbu errevwwdunsmwmmen, I•moww eI namamw wc.dorm.nm. eolw.w ma woe. ssu ens. a. Casa eao Rderenro a. west a.o-a.vd.M,wM,..mmwMbeMwwwweo..awu.dawmp-r Paednnmla worn wrMco,ow.wawaaal9saa1»u.m.meewpagbew.,oaema.wn. a.Y smaewmaNwema.madame-rrwaromrrmaa«an ands po..mwlame colrn e®r admeaorwl.avaw..sa old MwMelore aw wwaenm nncumda Wne.oamnern"Ness .Madva.plon mews �deW ra Mrhena�a•mM.9mOa ow�r boa dad west. w r®nvr'n paw sea wrtl Loma. a d r,ppawre mem a Nadvea. U. use,mrrom,Ironameaemdrmrl.,naw,pm. voobaarTwaw'wr.mu,awrwoseb'.rm me wwco assurs afMa.mMWm newMCOwNcm Tyrwv.IFpb ."ors Nadaanmaaulgoa.mae«rm aw-sh a. Ise cmnecr pro amyvtlmarmlMmnn does PamWrawrca uperMrwuKK/rres+tlruovuwa ee.lcanw¢ y. Cunen neI no--- rn wrennrce'aswwvlwwrn uaeam�las n,nN.an asarar..Inrwarwonw cdcn<wrarM.wm. Severn a. cMM.ea POled.n.a sores aawre.w mar wawa wWw ansswnp.r.N sw.prM �w «aredm. me goleele Ivwc Nm w na one IaMc uxa rn m mercer aap.vMm as „eel l M reawwnenls d Mn W i Sttc U. Ins ueawl mar pueam an ream n nos dad veeaney nr.ewaa sea Trm Srummnar a d ulgemme veer rr«w.nNw..,w. m. comberI.redanandweaumessaw aw6bwrrogavend.eume. w nds .ern w.rnMaw wares rvMr(ld meavreraarMaFerµa. Rryvwrepbceml awAvrarwl PdedmM Mr:mnYew .mr.r Nrved dcwvy. cl. Iempwwy Rm1 cawvcnw. Emmrrce m. Ira loroe,r�apwvr arenlmrw,cea�a�q.Ya/'aw'mBOmme arranM«w.n al m.PanerdcwnrMswwP. see a« IracladrmesrdemLMlre Mown yvlvaarrrran Maarwnr*ewYrwi emrwwvweq 'leamrre p err d.manwarwroavrmome¢n .menMawcea«-.bcnlla.«sea. cl. iemryasheweened-PaPess .'r '.saldpvipcp«mv.aaaNrebrnaawoaM afrP+rlW rrveae¢ rNe EVOtraladen nntawrNan'e¢aL ¢ I. Iwo {.00y rwY mnw.'m Ad w n W uqp m ax¢ o marva rrur rM erParcm Pevea ae6rwrn Im4ry Mo ddpce.I N.n .a mmaawr ram «vld.ealawara w'rrelmxne. n.a weddwea.nwr..rnn R. Mesa 5+cwery ame cMrwldr.. meoprd�ro Pme Types golNMrmr wrwrnrwle„raaavw.Irmrse. rM lm.rMY NaaIMwr«rce«¢New.eraaa eua Ire u,aerNyp row/me Cwnadarnoammu.mwc.n Nwly meet rM nWr.¢ennd MNW15wc. I.-mndh w rMarN«vm MNOOI Svec, rill ]Bx. rde x-smedwe"wNearoreedwer, :rnmmnlM eanreewwrvrraaa.nna nreere eep.w m mflreawR. 3. wr.da.ww. Ta mo.wawrnaywawM.lrmdm. Poles. Iwaanaa rMr w mum. mm waa.o sea ..«w de«a Ins den. a wP«ea a m m. w MPu r.ae.ne+n me Gry moY wtlw a rtM Medrq ro Ce wn woes vl rw Conlmcias a Qwnls e6ery fi Gn nor 6rd rhos ca W ncM+ aclra evereangnreM1menrdmbn Edrp nwYev was ClYmeela 51 Flra LNa oI. rl«apses w.ad.mrw asa.ara Nownm lM ponnwwbrnlMswaw. q..e YcerddTKewmasera.dredrMamermaerensd AwWTipec2 . 4. spebgfrldeMmed0l.Mrv.. Plr3 bl PaeigsYNwimaea wmMureq mwpwmremdeawmmrd dm+er el Meapwrwrvrerµuln ma eetlmewmcr.vn cd ve manes r¢agvvemvw. .ramsane of wMv s+v»bemNeedrwrw pMcr.IrequnadrMegMcen��red pwbau rsydeon-Na dewt; sea«. I.amen aa,me.pdwad.rwwm Ins uea a mnsr o.emapp.pd�w dpwww epmdmnl. be wwwarmahmewwadsMeaw.".-rhN.re. Iabewlbas' .cmweenrxred arlNll LlLls1. rue weo paq¢ rammered-us ,.n wn.m.vm.roe.m«.p6op andwwa..urs.e.mrd nranonw w.me maralonM«a .aM.Mmdew.eu �alao. One. .1 weeennwreal n may wmraeva dTadrr.. elaewae. meaanvaeaw M.ro,dn r.. sew .. bad r.m.we lrwn wnmear.ewm.L ...w.Re. Mle.w-err. rw bpem hea ard wcmrxrw maaHv4lmYmalnNayrmY4rsasuY. A.U. drosses coned Nor w p ememmepa«d wcreq/nul.. nm veers Nnaeavad rdrd...d M. mamdoon-`. coven Ilampwwe.pd®a rp a. wwwdPeaw «eW dsN/'m me®em rwryw amaewr w Comxraa anerar. deper6p w me bcakn d Ins mmdadp w[mae vM me urewa are rM pcwr d0epma army mod rr,smeea M w alecTa atl M w marlv.d vIRMaN oases IfT m mov+r wan err kiv.me va+wre.dsa were roMrr.M'a rrdYrq tosses ,anew. aevn<wr modes 6.nIN vewn cvdrvam saes. mew Pmrma.weaMr wa.w.sauw mmwan assamowen MPc ra.me.a..Ieree. 11stianapadr.Is her Mr.me... 1.-war debrarls.. be mdnrmwd under ewe I.4 daNC Neereea 1®npwwr lure roaeem me m..aq a adds. by ard". by a anne", wMe maw. w.pess'. Mreawx wan a - a. r.a..ba. wm.y.a. wwnwm,.Ienm, nwmnn.lew.m. dew armr.w rralmwwmdnaM erns. oar. (ec.. Pamc nreenna wremewarvmam ra w.reni medvma. a amrnvls wPaleaw w /mlbM enecnw maw. waanea ro minmee coaran .ern no-r..rde. 3r.rmwawn mar«wr-wane.- ewwr,J a.. sw. e�"e.w- pree �a-M . Dna--n. ode.'a". w aw.NsaAWomroa. wnded. m..-1d. Peres y.Lava amryar M:wawa rancher or Inc--rMeMe e. Mn -gw..rerr MNn, 1, Pr. 1011 nmearq semtivr caN -. as wder.ad. sl- sdm wade aM w navel. c Iyd and agmead Pepennmrravu.ern Me.a R-sm 10E. III 'an a.1-1 CON w ya.a .. drer ae wcrns and N her, w Names be aw. Rsm"we he" aopa.a a PepMr n accusers. NM1 A W rt R. m. JM r. MCmrevcrmaN roeaamb pwwllw sacsepedales uedN.lerrea'tlLe'c1M1gIW.M1an aaw home rJr.resa mar r w am d u,.dMa.nAe«e m. rm a mp eom a amw+s who el.m.. mh cones o wn swanlrrenoana.pawwmrr.«ae.Irocdlnxa Na «w. ab.war. a:pme, w. waao. err m r LarwdWPalr.aelwara lrwlmgpWae6waammrm ea uncamw mpetl mareMilM Cmnadrmy du nW.pw1 W aewwMmmeavrW mmWea CY M.n. SNI.41 ISMI. uay vy cbsi up mwwretwMre pomtle. /m.eaapoawwmx.N.oa,aee.ere Reheemmewaled... ewesaIawarm.Ioawraaauarre ...R.rm.an-erm.+pew pNwwNaebe ar.aren w. aom..neoe. her mpenn herh... welmn m. wiry a1w9.v/ w arap.N ayrrp a.lM rn.rmal tln waw6. me ma nw. rop. d mules dap dopes wpeoep rdwawwwae. M [.nNclaaW vmnd..n.n..cara..-adaeawamwe,pmaw orwwrapaoua¢IcaMnm. tle.so. oa+. rwnr-mew. WrwpsorpP.mwemre.y,mrr:.rrml.ar«ay edwbrrocw¢mearm oaMn. meswa vend ao.b wN.al w. pro- na .whoa m. PaMIe. m. w malo,.r:e d No- w aeaprw la Iwr n aa.a ml raw n .,ran run m. weer oaeow,a a der«. Inca sew nap sea Na a a.o.a a aowrn erns p ,wnpderse N n Mxw rma n nP� wnma.�r�bs«vro dam wmreurrrery myr,.wemal. e.r.n. warm lw e,mwloalaarw arwada FNULSTAITUTATION dam rem Smwdion Nm he c.m'.w mmews:w men rw rmwae reWe.mdm ndre soar adr.rw: 11. u aNbaeaaeama b.a udwmdeaama severe•, aaaa�dlc�«ar" m�-r,:;o:rMmra.oe.wna„rwed.awomemawe.dwymbewrm.w¢w,wwr b P..ear rw rpae,e u: V err none cxlcil an. xl Toeaw-1Num-alemoaoa-lu ane.wannw. andswears«aeapea. Iemawoaawrmawm erawnrarw perm rmI we race uaa mwmwem vela Wan moraw..n awmw.ew. rMdeM a dew w.MMmw .drrax. u aarrr ear rm amn mro.w nos cmreexe aNerm aw mrtm ue tlatbea dam wrnmea roe. eaNeuaaeaab.aroe..esne oat. wwanwn as dnda.wwm calm eMesnda. wenenar.ammlre asses sera ADDITIONAL COMME NTS TMearnroclwasieyrrmaroar Iwmewaruy adneevaa.mw. wemis. um saran. dwrwmmarM N..I«de�re : w ma MxAscereesam dame Pemml.Poaryarawww.nadsaa one, wapNrew+ndv.d or=a,mw.Mabdnn.sea I.. na M1NeCI. "I'subsesed peonands Gw.s Lamwma Penal., scanoesddanew, aauraay K�9 Oersel MINT roaonnatl Wrwevamlgriwtle w. w«an:w tlnM. Cwrrey5a wtl woe Cwew.alvr Mr.l. MrvWl. act maswPaP..,.w.,a moema spaIseyam-p mee d-P.rerlmans sum woealwaponerl menaduse-,,.. natNe.IW. WrBCAbm. va me MPG Ga'mY4wm wNa Penn r MaPcFGcrO wren.OLevemrw.0ma rxPemNnalww a- ahydr-RaMnehdplv3rcaelbMny. b erh M1IMranwuNrePrwedenean.s-e.naa 6rgreecanwdecmrwmmownuummal .._' Sjoquist Architects, Inc !AO(I(Jlm ry AwevesE Jbyd IW Minneapr(u. Ms. M... 61'.3I9.9233 Fen 61: ID99s63 Np:rAnrrr.apyaM cu 0 IfZ SCHULTZ ENGINEERING 6 SITE DESIGN Q Is Sash RMeruOe Arenw S.. 2. Smbbn. MN 56377 In Ph (320)339�0669 Z Fe: 166611v3lJUo O rsndrxerpml.e,am Q sew w. ic6ubseneueeMetlerlen com 11 Q 16ere0Y cerKy llwl ern pion. IL aunsrAcalun w report was Prepared by me deer under my dress swemmon and mm'I... duly Incensed Z E...... under In. laws .1 Me stole al Minnesola Q Z_ 2 ] SRIAN J, SCHUEM W xxlxxl]Dle utx9 2 d D." INCENSE NO 1621 16058 ulli ntll$�q Idp[� TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7945 CENTURY BLVD CHANHASSEN, MINNESOTA SWPPP-NOTES C-101.2 Qe J I 0o y m I V I v F r Z i I o U ' / /IF n r'- n/ a Sw.re AriEsz »a Au 75T:A - T�k Y-A_Y`p= _RB. �• 3 •n V ,W {'J ;fK'D, ROM PVT , -I! hum a:ly�a:wasu-A— Y NAr h' e \ \ / i I ` _ .� ^ \\\ fi L=1/-�8 R .A�-_+8at ,e �• � \, .�? v: \ w `IlOre sm YeEVINc® SIfB / j /� Cbipilhi �Eap9dsL:giq►w �N°`��' // :^fs ;3:� I _ _ _ _ � PeDOf® TIFF 5r110 5� , i 5 fKTv �0 p1 y n 'Ql ( iu ` LOT A' i i Sly A�A.c2 nAiXq( lJ :S'n<1 N � \ pE.9u61B yyM 1 tEAAM �00 fir' J � i4 4.. /'1RYYFM-.<.�YYFiL- -C lfi l ..M CB9-I'JS'G '/'1t LEA-SES BB/ aq--� __ .' ws:'�, /'OUTLOT/ / EfUM BUSINESS PARI\ IN l�tJi� b rc�lcwl� ACAR6AR mExoc[fNIEIA acolmwClmoflortron£ I SIARIOf G9AdNGNG OELRA1lY15. 1 Lrt FNRANCtyULL Y GYAll05L01 iMl pNINEMAW.GE d0N' LOIa1NCnoN ¢ rgvE]EO. 111EENIGNf LLYMANIAR81NSVCHAOONW Oh SXI nulnvaveaswOftncONcaEsnE ADDIIDNnt RDuoR pBl/.CFMOI, OF 1NE EN@ANCE MAV SE Rd1Rf0 (9CdGLLY b Mluslwels rolwawslR •. IIH RDr< ENIRANu Ynr eE wwwa Am eRla ro nH vucEMNaa AEs EwR..a NOR %ACNG tt1FP EA6EIL Yf@IEYCC[BEYMIC£IM1 IrEDL'CE TEANFMINI6MAN9MNCF0 W WpKCYE. TEMPORARY ROCK CONSTRUCTION ENTRANCE Na cwG»�cl N5w sInILEIwrc AvaNOEwreE NNnwc .WIWInREA 1 EVFxr s'ITM 1 ' 1. gIIW V CCNCEEIE WA910111ARU SrNLL6E 10X10 ]. COx19K10R SNKL 16N9vf wAW IIWO f¢aM i COVCIkIEwAWl1AEwAML\'#R Cf IFIr r "wcA �"W"5 w>rW wwYnYlAaw Ia MENurc xcoxe NUEHu nIalNGlwm wCEO WIMw 'S CCNflACICR]NALLSELECIIIEMLY, OPIWAL AwDn MID Lorwrrox grzmECONcaR wAwoul 2 CONCRETE WASHOUT — ND J MSK IV PEE SMNWYIFNGM51Efl1A31 Al uln rArnm eMAN.Yw EPA01C IroS1xOPLB E.SCB AwI,YrBDA I r� I TO] —� lIXa® MIF GEOIETIE fAMfC L Of SIER 1051 � / / a\IN 4 GFOrOmEfnYtC JWCE 6-. / r .i 1FEC .NACHO SOME �! b If ��0.ovr AC»O•.IIOIL BEIXMSRIICIEOAIlrtroP Ci 51®YC{6 �:1 pSiEENSN WXE9E- 9GNG— MnCnixEYKF SIAMi16MCFD AS RIIIEH%tOWING: P ]OEPIH 1. pG6'l i'ftEHCN � Rd9EdIPMBrt SUCH 11U1 TESOe6 2UY WN[Et B10N101R.B.G1 SI:CED.tgi1LYMEpOVER, iSWIESUNFEI NBOt10M Of RHICXEVMIR � 2 AlRPAiIBiCE WS1AlU1px. CO.NIAR11E501 IMIFB.VSFEPMICOI 196C WVOABYNfSIIO Mf CLO1EZIXESl O1VNG {. MDl MR HWCHSOILANDCCMPACI 16fAl1AMINI9 WN125]SYI plg 11 x11ryA1GC10RIHA11FAS11WICE SFIIOPEIFIGIH IV 6GPFAIW YNN I(p RDGACNCCYOl1AIgMISEg110MDlli SOPSMDS1A 11MEBW WASNIIIETOIIRBIC1. SILT FENCE 1MACHINE SLICED) EROSION CONTROL BLANKET 3 4 S RIP RAP AT PIPE OUTLETS NN ...WW_ m s c d q U W O Sjoquist Architects,/nc % •BOO UAMaOy AIweTE.4 U Yiawga/4 LY.vw lNIIm" b/1379,92U Fa 6/.3N.9263 Z y. SCHULR ENGINEERING •i 8 SITE DESIGN Ie swM RM W-Avenue 5 fl 230 S .ff MN 56511 En II:: (310) 339 "69 Z i : (6661613IM o xun9 e.cw11 CI W.W. n x.e Ol nr:.ee.gn.com Oln...Nr nBr rr:ar m elon. N—ft Xon o,..Yv'I.n•wenwea er me N.ne..,nr e.xr.apeNNlon Zane mallamaBwr xbn»e EnpMaer unEN Xle law. o/X» able � MMinmwb Q Z ] e NI. x"m rf aW MUM" aim wTE LIC'ENBf N0. P6NiWW 1621 s 16058 TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7945 CENTURY BLVD CHAMIASSEN, MRINESOTA SCALE: 1'=79 0 9 SWPPP - PLAN VIER' C-101.3 N9GMi A-SEtl 9Yi E.yEJ�. Y: >z NO Al e aaI J / 1 Y s I --_ zz � �\ afsxacsn .vcuss Pa:P�Arg - - i — - �FfC+7�v_i�7F�`�°-- AFB.Y2I(' , MEW ,'-Yc MEW '�" — �.�T= ----ram rro wa.v - (- — -Ac r— T+A C t a.+-1 fq.cjL''li1L JAY Oi)' Ril'i t ��/// '<� Q'A1R]FSREJEIdvF4 - `--T i \ \ mNry nos wP�� WE, ANDMATEP�Al €_$8W Y,`'/ 6•ut eEnlo l�7RtTy 1 Ikx`o / / CCNL4FE. wEwuN D PRO109E0 91,YNF- - �M • 9TID0 rPvc- • ILn1 A� e a VeJaA i t C1F.NrGIb1 E,. `w Eeli alma: ELOwuNE GX1mY —1 LOT Z _-Rv�_, 1 fl 3� j j� I w�E...�' LA \ it �\ y Ic 1 1 I coNCRE,E 4� vMwuynPl J r mr[.yL- I -- IS i 1�;�,,�. tll'i 11 �•»--' sas'1r._- 11t /� zs�.oc__ /-OUT 1lt�!(�jr11�`�11''1'` j."So Apyg-s*y�y, I111 lJlf%i/; v `ttfil liii-� yA• .+' -- uNe .-•-.� YC,P lG A•L o EMS r7 SEEM _ _ •4l C�A>8�� / A s Lw`iR+mas- - - - - -ev BUSINESS PARk UTILITY AND SURFACING NOTES WATR AND SANITARY SEWER If11L OR I. WA MAWANOMYw IERSflf.4EIY£SSXALLEEMCF AMWWMO Cs N EHr IFLOw M W RO CxAOE. 2 fC«RCIS ME«COVERED w�gE WAI@MAW CYOIIHFX6rNG L.MIARY 4W91.SBNCELxQceSIceMSEW@ TE wARIANw SNLL BE RAFID« Idv9®APNrtWRNIflY wNESRL MV11M/aGAMNW W LEPI11«BFHI BHOw Rb®GRADE 1 XWMIYW SNV1 EE %ACED Al ALL LOCM1iC16 W1RAE 51pbAYW®C4p'i56 SM`MRYSEwEA.w MAN.«ASSQ7A1®SWx1ft2 NNINN« S"ALLCON361 DEAN Nnr aEr soIMREOE a m1cXRlmfauAmx. wsur.loN wwu M a4un 4EIwEBi 7O MEPVMG M ANOPPE NCSMS C wImnE dGEs a mE Wxuu1KM' PAGLIf410 MEPIPNG K MUCX KMRIE ♦. ANRANI SEWER SEPJCE TINE CLGN W IS K RLW Oro BY mE M.MENOTNEiprA RUN&NG COCE s. sEf srfnnE«sroRM SEwu cxAowc.AXos�czE«MccflIANEaa mKs REunm ro pM PucrYal of n1E uIREB. A LIXIIYILI«sNAu v«fr lOCA1CM AlO E1F'ARONOOi AUE}61xf uvlfs Pnoe ro u+r mmMCIgX. l �w.« IO fd6M.C110N «SNAA4I SEWS. N1DOW@wGASW]AIEO laws of cwMAcicas WuwrrGo®nra Mp.0 wove mE Da.R®wnx Tw roIAL roAavPfiE rvrnAe 4aEns IOXNI w4 nL xlreov PLIYNWG ro V�Y IIECMKl3IDlf AM40PFCe TESANIIARYSEW@ SERYICF OWNQ/CONIEAC10111011MRAM A N.-MG "EN"..' UM X4"EN1..' MNWTA DEPARTMENT Of V 50. AX...... IXYUIW 111.1101XEI05.I.MX Of Am SANITARY VPNN 01 WARR UOURQ CONSIRUIMM OESAWIYY SEWfl OR WAR1 NA.M S SMALL NOECOMMw[f WM..1.11...0 MENMO ANY AND ALL NEV... COMMENW X/.1E MEN AWMIMO ON ME P4N AND IN ME PROIRCE SPRCMN ROW SUEFACNNt SLWGRAO6MNIl P,NON AXO/«C«VACn➢ NOEESV W. 11A AW 1.AEHOIWI®NNPKIOIr 067MroM 11EC881Nx0ffi 151Hlcll. >a RouAm v ne su9GRADE aMu M Damn®Nr A awrm cEovo W 1r .L EWaWEa«TfoeaoAX_ saulwsmenWGD�vEwTmGPaurooT OK xN 11 S W Mi RE �A®ro NE SAERACnOX OE T1E eKvl(8t EwOe w OEnw6L1BNOf wGG¢GIE anZ Ca1YlG19x Ta1WGx NRm 1@YLI65TwSRE 9fOM1®NYANNC@B6'IBII161Nf wM. i GVNHaKEcg16ES.MRCLLf .CONPA. 16iRIX1X1G«ME «Ava awM p+Au M oa9er+®er A so1Ls ENc W aR to vEsr nuam. 1 ALL E%51xGMNMWCl6«CGC9aF�"B. WXILN WMAMII NEW NNMWd6 «c«CAEFA.YIEAQK MWL MSAwLmro«T.W AVEWCA4 EocE wasAwrEwM ons S SHL@lLl PoR59EC/E(A11664[GARLML NIOOAA10001M[ a� s c ro FN W N Y W - S oqu(st Architects, Inc J r%tlL "A w�. Siu 100 V M %9 frtp .M'n., ajq.4caaw Z SCHULT ENGINEERING yC0 6 SRE DESIGN j ISS-th RNeryJe A -- was ]]0 S .N. MN Slill N Ph: (]]0) ]]9 0619 $ Er (861)6]] I830 0 acAUN-w@kvecom 0 rw acllumenpMeMapNeLpn.com p1 Nwene neaa.m.'ma p.n sL .yecrc.N.n., ,xNt NO, wey..ee O uM mor l�omoe�ry x.�aw �• Z Emi un.,me M+a d Me 0. yMi,nea.b a Z aWN J. ]cNUER m aW SS/XX/2016 "I" pAR DCEN]f NO. RemOc 1621 16058 TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7945 CFNNBY 9LVI) CHANHASSEN, WNNNEESOTA SCALE I'-V D m a UfONY A PAVM PLAN C-102 PLANT 604EDULE SYMBOL COMMON NA-E BOTANIC& KWE alomrr elm I mmm Liu w A ACffV" a 83 C=KAHM I a cwB tifimt WAee r�fta" a -3 C=AHN 2 c Lmu_eLIEST@f 604Z4GIII" WAWM a t=N[AWR 3 p C AMW 4 E a 24. F w .I M TAME OepbATA CAPITAT& III w p 41� rbE P sn1 Thb 1 4 v e a ww_ FUIAJW.& 3 r'L 2'= O A f4' A— K x x j ZZAj UAL— c G'! 00000 A Al INE MAR QUEHI V 'r L OT Far �A .g_-Tr PER NO. 1I I , 76,11 > —7 if pAp sw CORNEf, z COQNER LLT I SjoquistAmbitat; Inc MIN NESOTA a sll�" we x CL ROMIRTSON / 22215 MWl.cl f R.Om.� 7011 OL 05 Mle 1621 F;Xrlaw NEWBUIMING TWEET PEDIATRIC DENTISTRY 7845 CENTURY BLVD CRANHASSEN MDMSOTA V = 20'- 0" L NDSCAPE PLkN L-101 — I—SI� ' -- �AMi4f W. LANO10-37—- ARE31BVNNOLCT IPARTVENT Or T�AMPoa4AIION '�� OR INIE OFUU OT RGHT OF WA: NO T150 Ls SjoquiftAmbiwts, Im & 46, 3US �ftwoft r0Z sw�. MINNESQTA TM J/ CL R.Q%MW 222— A 1:2 fl PAMWtP z 2011 01.05 ` it I � �� ! 1' /, I / ,:'. / ,,� \ raF mI,wLw It MAT In f TV 1621 Z HEII)WI"T NEW BUUDlNG w-or TWEET PEDIATRIC DENTISTRY 12'R,-'P LLA WESsTT FA s "NE iVPUTr -j? OX, Alo 7- 18,4647 SITE STATISTIG5 I- �2,pc� L 7845 CEfMRY BLVD 88,528.11 5Q FT 2.03 ACRES SIZE OF PARCEL CHANHASSEN MlNNESOTA GROSS FLOOR AREA 5,100 5Q FT EAST ONE PER CENT OF SITE COVERED BY BUILDING 6,44% SITE COVERED BY IMPERVIOUS SURFACE 35,519.95 SQ FT - 40.19% SITE COVERED BY PARKING .4,z 2(o,818.116Q FT - 3036% '�RA,30,2' 14,_ BOa54 PARKING SPACES REQUIRED PROVIDED 38/58 AP50RF — — - — — - — — - — 1-20 YJ SITE PLkN lw RINE J: CORNER rAl'\61TE \ev r. w KM � AS101 R0011 FINISH XWEDULE rsnn FAQ I %m a RD= al X Ya4LL6 CELka CELW. Far a NAW.6 q YH1NlL R R NG An l r-e• IW mmnim IW rASR R R NG RM Y'd b N1brlGFN! GR Of NC QSI Wd s rb lnwe wr yr Nc Gr■I rd Fs auTlawf wl oT Nc GP■I r•d Irl TdET IIVI R R R/NC AGTI rd W IINTGN! OI CR NC ACTI rd IN bY8110reT PI CR MC Anl rd No QFME 1VN15bt PI GR NG ALTI Yd ■ ILYL Crt GR NG KTI rd IR Pal OT GR NG AQ I Yd b 5hE.YYT Q! GR WC Anl rd M { A" CR QI NC An l Yd b MINA CR CR NC AGII rd b MaIAT GR QT NC An'I Yd A Xa y CR 4T NG Ktl Yd YI Fair AIG LTf crr NG OFbI VAW6 b IITra■ rt R NG AGTI Yd Y Area■ R rt NG AnI Yd ■ 1116b! R R NC KTI Yd m uTab■ n rt Nc Acrl rd b TIrATIB1T rt R wG M:fl Yd a TIrITFpT rt n NG ACTI rd w TIraTIbiF rt R NG ALTI Yd Yi IMII �! OI NG a:r I rd m Tb■ETIIOgS R rt RING Anl Id m ObClgle LRiCF CR GR NG Anl Yd Y b mTOUT FrXfiI R R RING Anl rd DD Na1 GR Crt NG An I rd d eleLLt ev NI Ne An l Yd m Na1 GR CR NL An I r4 m eraarrx ex Gwe RiT ACTT rd ■+ GNGt: GPI ar Nc An l rd ■. ANCE LTf CR NC .1n I Yd m ercwarE M b Ril .1n1 rd ■1 euwaF■ M w PM An l rd m wu Pr arr Nc Acr I rd ab Tow I R rt WING AGI I e'd Ilr eras laF1Y Tf LPI NG AGT I rd la IaFaPT ev ro Nc Acr I rd W M41 GII CPI NC AAI rd w Fco®Ylaws of yr NG ARI rd %e ItlblI1MI Colt w PM GI'■1 Y•d 1! JNFTtwII Gwt w rrr AGT I e'd w oas acsr cac b wlr ael r•d YT eTael� aT ar Ne AA I rd w TI4WIIIlGTLyNe me w INr a■9 ry tw eraPt%nwlr�n R rt NG Acrl rd IQ'ri An AGO3DTIG ak.W. TY.E R N2"F1dN TILE CGG fNrm LOC1ttE eT eTO CR CAFPEI M 91FFi NM n caaK TLLE wC NiR W%1 CCM1EPWa rs �TP■n moo ro Nm eaF[ FM PAN! LLp LLC.W FH FgNI Ni9tlALe eC1EGLLE IeI�T b W sae H'>rE NYRIGTKH CN rwelee O i SjoquistAmbitad, Inc zno neec3ei•... sE s.m Im 613.3.'99333 Fr ElJ il9.916i I Ietll airl eM N pYn �4 r rpl r. Prr.egrerrw awf .F.wwwmlr.ell Urw1 MNM woe W Yw ! Y wiq n ES A CL�LSLN /7i]7715 aaMwl . 201 OL05 6d. RCL R W.� YNwe 1621 O NEW BUILDING TWEET PEDIATRIC DENTISTRY 7945 CENTURY BLVD CHANHASSEN MINNESOTA � A-101 EXTERIOR FINISH SCHEDULE FINISH ITE71 MWFACRM COLOR REMAWS CMRI I CQJL�M SILLEAIER RoarxT slag aaAr CM2 4• CHx6611Q1CRETE MASONRr BILL Wli ,wapny.crx rrplk+rt CFRI 3 4- C474CFEM MASOPW UNIT GM3® rlDulea2c Ifau+rt C 1U 4 4- CONCRETE I'MASOWY WIT RV(FRR aaDReUox nuruT CONCRETE MASOWr SILLak1 m PENN r EIFS aDyTM 00 snF "T GLUE LAMNATED TM" GLUE LAMINATED TIMIMR RATtEYI eIIRDmex rocp �a raTURa� GLT 3 GLLE LAMINATED TMBER P.ProET Nn¢,u�atmw cola W1TIRrY HP I HARDIE FLAK YIM3DIY JaBlUlol xfo P8n9l FSXFNG T/IDwimwIIC3 plFAfiaFw-aAD d41COli rwaT FIRM ROOF EDr¢ grara[ul4-a.D auTrnK C/IAT LZRI FASCIA peipE,�-qiD aU1CA01r uT SLRIT CUSTOM FLASNMYa q�roalMl-a.D alTeraPE STN I STONE TriaTr edac ctaa.r aR� TIRMI I EXTEF40R COMPOSITE TV" ItYD,IX111E IYIATg u43Te WIN I UJINDOIJ KuMnaw yD�y N+TE PEDIATRIC 2 fl T2 '`". NIT I°M] �iLPa N'-ID;-IOii• Pm ° a PUTea PUTc SjoqumTA vl iAwt, Inc aril ♦_Ta• I 1 INl S. 4 aLi 1113 .9 F-611 6123J9.9)3i FOE123A.9I6i II aL1 all T^fJ/��i�Pe� wq m OR o>n wrmn 11 t' 1 aL3 m !rl � 2 '. ma �ROLQ ra.w> ou 3 �wq v�Wltll��4p w 3 44 M DI EXTERIOR ELEVATION - EAST DI EXTERIOR ELEVATION - SOUTEAST -I k.. I._ 0. �. MIN�ESQTA �i -, ly . I•- O• x QY3 �es1 FXTFRInra P FVATInm _ Wnf?TLIIIIC4T Pn 1 tRl3 aril WIN TRIP!I �I 61N I PD2 au> n EXTERIOR ELEVATION - NORTHEAST _ n■n■rrrII''' - ■ L— Y lk ORELEVATION - SOUTH L� I,�tr �/ 1I3T5 I0s . 0L� LLR 0.R w.wr awa.a iLP CF IY�I RYF RRWY.m � TOP a PLdTE v' r•.o 3 Ta 1VNLTED POOR TOP 4'd CPT D'd 0.00R :rw Ta•6 vu TEDn)UP v� miy PLATE Y'd OPV 1621 Fiiw� NEW BUILDING TWEET PEDIATRIC DENTISTRY 7945 CENTURY BLVD CHANHASSEN MINNESOTA IIS'=P-0. EXTERIOR ELEVATIONS EXTERIOR FINISH SCHEDULE e Calculation Summary Label CalcT Units A Max Min A in MaxtMin SITE GROUND Illuminance Fc 1.68 6.8 0.0 N.A. N.A. PARKING NORTH AND CENTER Illuminance Fc 3.08 5.7 113 1237 4.38 PARKING SOUTH I Illuminance Fc 3.01 5.3 11.1 12.74 5.73 Luminaire Location Summary LUMINIC Label X Y Z Orient Tilt 24 AA 211.4 161 27 180 0 25 AA _ 232.9 211 27 1134.944 0 26 BB 202.3 323.3 27 270 0 27 CC 161.1 272.6 12 0 0 28 CC 189.4 237.5 12 0 0 29 DD 63.5 76.4 22 90 0 30 DD 256.3 71.9 22 90 0 31 Auk 159.5 73.6 22 90 0 GLEON SERIES ARBOR SERIES GENERAL NOTES A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITY FOR THE INTERPRETATION OF THIS CALCULATION OR COMPLAINCE TO THE LOCAL, STATE, OR FEDERAL LIGHTNG CODES OR ORDINANCES. B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTION DOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCE OF THE PRODUCT. C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ON OBJECTSISURFACES. -0.25IL " •51 Y. Is is Is 1. is Is 1z 1, h h h h LP h b 1 L b h 1a 1, ]a b h h 5a 5s I �L 1Q •L ix !x f ! \ h )z 11 !z 1 !, i AA 1, L is }a i Is }., }a 1 A b !., 4a h 1, 1. 1a� b h !w 1, h la �9a1C bAAL ka 1. b )o )a 17 is 2e !a 1s Is !o ko }o • !.• }a ko ks To ]� to b Yr b h h h 1� 2e 40 1, 4� e L I!• I!a I bl J )j nj I 4v 11a 1. Ib I LI k>I ea h a h 1, Da Uf D h h ha Ix h ex Da 1s h h bA ew IS 'h h h h n Vl Scale:1 Itch. 25 FL 1, h as h 025k be cps La be h ha n, ro> 11 h b• bz b. 1, Iaa:Qnalr; a, a, Al 1 %; ;' az 11 itr ' b'�.2A9L 1� b1 h na 1> h. Da ex h h h i ea 1, h h fz b aw h ea n, � h an b Dw Da D.r 5a b 1a f.i� h b ti L 1 b is 5w �aIL Di h b t !o b 1• 5�� 1%.5it b as !a a 1. br. D h ,hiu.;h hi a, h CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION [kill" Application of RGR Holdings, LLC and Steve Slowey for Site Plan approval for a 5,700 square foot, one story, office building. On February 7, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of RGR Holdings, LLC and Steve Slowey for site plan 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 Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park 6`s Addition. 4. 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 as well as meeting the design standards for Arboretum Business Park. b. Is consistent with site plan division; Finding: The proposed development 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 grading on the parcel. The SCANNM proposed development is 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. 5. The planning report #2017-10, dated February 7, 2017 prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan for Tweet Pediatric Dentistry subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 71b day of February 2017. CHANHASSEN PLANNING COMMISSION BY: Zvi Its C an w CITY OF C HANHASSE N Chanhassen is a Community for Lffe- Providing for Today and PlanningforTomorrow March 2, 2017 Mr. Rob Conrad RGR Holdings, LLC. 2665 West 781b Street Chanhassen, MN 55317 Re: Tweet Pediatric Dental — Planning Case #2017-01 Dear Mr. Conrad; This letter is to confirm that on February 27, 2017, the Chanhassen City Council approved the site plan for a 5,700 square foot, one-story office building on Lot 1, Bock 1, Arboretum Business Park 6`s Addition subject to the following conditions: Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Drainage water collected from (any portion of) the building, or mechanical equipment may not flow across a public walking surface (sidewalk). 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Environmental Resources: 1. The applicant will need to maintain a prairie mix of native plants in order to meet the landscaping requirements. If a transition to non-native, weedy plants occurs on the site, the owner will need to restore the prairie. PH%2.227.1100• www.d.chanhassenan.us • FX9s2.227.1110 SCANNED 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Planning Commission Tweet Pediatric Dental — Planning Case 2017-01 March 2, 2017 Page 2 of 3 2. Incorporate one additional reliable tree species as a substitute for some of the red maple. 3. A total of 3 overstory trees will be required to be planted along the south property line along the existing parking spaces Engineering: 1. An access agreement with the adjacent property is required for the shared driveway on the east side of the subject property. 2. A hydrant is required. The location of the fire hydrant must be approved by the Fire Chief. 3. The existing 18" reinforced concrete storm sewer in the southwest corner of the property must be removed or abandoned. Planning: 1. The applicant shall enter into a site plan agreement prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. Water Resources: 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) prior to the issuance of a building permit or any earth disturbing activities. 2. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections, basin protections and planting plans and schedules in addition to other necessary design elements. 3. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Or if agreed to by both parties, the city may confirm rates in- house with their Modified Phillip -Dunn infiltrometer. Planning Commission Tweet Pediatric Dental — Planning Case 2017-01 March 2, 2017 Page 3 of 3 4. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 5. All erosion control shall be installed and inspected prior to initiation of site grading activities. 6. The site plan must comply with Riley -Purgatory -Bluff Creek Watershed District, RPBCWD, rules for erosion prevention and sediment control and storm water management. 7. The applicant shall obtain permits from all appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Riley -Purgatory -Bluff Creek Watershed District) and comply with their conditions of approval. I have requested from you an engineer's estimate of the costs for the infiltration basin and site drainage and erosion control measures as well as site landscaping. Once I have these estimates, I will be able to complete the site plan agreement, which must be executed and required securities submitted prior to any development of the site. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerousna,ci.chanhassen.mn.us. Sincer I Robert Generous, AICP Senior Planner Ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer 1 I FIRST WESTERN I BANK & TRUST You can bank on , 100 Prairie Center Drive Eden Prairie, MN 55344 Gary pmu" Vice President / 9ary.orcutti_a)fwbt.com Commerical Lending wwwbankfirstweStem. com (952) 516-7310 • FAX: (952) 516-7301 EXTERIOR FINISH SCHEDULE FNBH mul MM EACUM COLOR IREMAWS cm I CONCRETE MAsomtr SILL muq A'. A'.7A' wauw ecia rw4r CM 2 4' CONAETE 1149oN Y SILL UNIT wwss-eiwls® wontealc r4prart CM 3 4' CCNCIRETE MASCTRr UNIT Mb® wocRetac rFRRurt alU 4 4' CQIAETE MASONRY tW wawa unnamc momw all 5 CCNCWM MAbaw SILL a�Tma,1¢xtlx wau4r Far (1NT E" I EFS eaoraa[n[ pnnr coaaean Iaer GLT I GLLE LAMINATED TIMBER sIRc7Nria wN CQS w711NL GLT 7 GLUE LAMNAIED TIMBER Mtsw mu.mmcns w,wu GLT 3 GLLE LAMINATED TIMBER M.tor flI�IG11{IL IG1D OLR 1U111iK HP I HARDE PLMK •• I.w epr. +w-Nao[ eta Fanex PFMI I ROOFING n�e m MFDfat aM-QID awocu�arr PFTT4 ROCF EDGE A-IQE UM-nio OWYLML 41uT PFM 3 FASCIA wBroi llu-6/D aWCMl6-r FFM 4 SOFFIT gBWEaM-G/D c"you E FFM5 CUSTOM FLASHING nnracuw-a/O aIYeGV'E STN I IITOFE t-gn9Teoc GOpK7G@C TW I D(TEWR COMPOSITE TM wv nlamc wre ON I ulOW •rnnaAo wcaacu sRrE of EXTERIOR ELEVATION - EAST k-. v.m T3I EXTERIOR ELEVATION - NORTHWEST 07 EXTERIOR ELEVATION - SOUTEAST k'•1'-m• r EXTERIOR ELEVATION - NORTHEAST k- -r-o Re Sjoquirt Ambitects, I= IBLtl Uvwmry Arcn�u AE Sinn Ipl Mwvuplu 9 I., N�1 EI_3N.41ii Fn. el`1.5.163 i ti+r a./1 w a 1� wdtw a no.11-pp.l Ylraalfr s.e q.r.r rir.M usa rare aar r r a r aa. a MINNESOTA 1621 wila-mim NEW BUILDING TWEET PEDIATRIC DENTISTRY 784S CENTURY BLVD CRANHASSEN MINNESOTA Ire'=1'-o" EXTERIOR ELEVATIONS EXTERIOR ANISH SCHEDULE I'- w A-201 EXTERIOR FINISH SCHEDULE FWSN ITEM MWACIURER COLOR RE ARK3 CM I COCRIFTE MASOTRr SILL r,Rn.lw•.x•.nv roomer a ao auT ChM 2 P CONgEIE MASCNRT SLL IWT eRle>.s-lerAtR� •oereMmc EeGn�rt ChM 3 4' CONCRETE MASOWr kWT 6We® ,etiweEaa ewrrt ChM 4 4' CONCRETE MASONRY WIT R WE ,eaereHaac riwdrt CM 9 CONCRETE MASO W SILL Oe6EDixti e11OP.Yf ser.EOEueer E" I Eft eroE@ Fw orrNr HOVER MY YIeR OLTI aLIE LAMW1Tm 7?L6¢ no®tcN amgw rxpoor wEwL GLT 2 M E LAMNATED 7kTM Mleur elRcwwelaxaaP Auluw CST 3 ff LAMWITED 7HM P.E'Egf eneseuteomaw AMTIYL W I MNMCI i KAW wom lYReiVOE ao® FFIr9e Frm 1 ROCPNO euoese m naRxiu-a.c OMIiYYL4rT M"2 ROM EDrE RRFOlIIi-GM OWYdlawST FFM3 FASCIA rraiwe ui-a•u alwai(RrT FF M 4 SOFHT uaarflmr r�toe uN-LW C111eUFR PRIG CUSTOM FLASHNfe flfaiPE RN-yp a77TeaarR SIN 1 STONE EettrnTEeeo< rmur cEe>ec TRH I EXTERIOR COMPOSITE TRIM RUtOIERIE Hula uRle UAN I UROON wteeEl o.lu .eaema �RIR ATION - rDN EXTERIOR ELEVATION - EA5T rD-2"� EXTERIOR ELEVATION - SOUTEA5T m Illl! id 6 W W RCOFRI.'F rc'-bv y r Trx cc ri.re ,1 rc e rr Qy CHI rhM 3 : InI n- n EXTERIOR ELEVATION - NORTHEAST h•.r-W Mil ►! � Tor a valli® r i, Tarmvu m� SjoquutArcbiteru, Inc :A'WL- A uSG:.rn IIX� .4! (d 11 wmu VI! I Aril rtRl M li 1�11 i.dbM r-oa rrpvMgrsvlrw i.a wirtieal�.M tea wera aar r w a r r.a MINNESOTA jam 101T. 0Lw CLR CLR Rwr 1611 Proms l NEW BUMDING TWEET PEDIATRIC DENTISTRY 795 CEIMY BLVO CHANHASSEN MUMSOTA iB•=r-P EXTERIOR ELEVATIONS A-201 ©cwyrwd ern KE`' TO 5i'M5OL5 IDA NEW BUILDING FOR TWEET PEDIATRIC DENTISTRY NOTE: ALL CONTRACTORS / SUBCONTRACTORS ARE RESPONSIBLE FOR BEING FAMILIAR WITH THE INFORMATION ON ALL SHEETS IN THIS SET OF DETAIL REFERENCE DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES BETWEEN HIDDEN WALL INFORMATION FOUND IN DIFFERENT PLACES WITHIN THESE DRAWINGS AND FRAMED WALL SPECIFICATIONS ARE TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY, AND WORK BASED ON THAT INFORMATION IS TO NOT BE NEW DOOR DOOR NUMBER (SEE DOOR SCHEDULE) PERFORMED UNTIL THE ARCHITECT HAS CLARIFIED THE ISSUE. �1 EQUIPMENT NUMBER (SEE EQUIPMENT SCHEDULE) ROOM NUMBER (SEE ROOM FINISH SCHEDULE) GENERAL NOTE5- E A PARTITION TYPE 00 ACCESSORY NUMBER (SEE ACCESSORY SCHEDULE) I DO NOT SCALE THESE DRAWINGS. IF THERE IS A DIMENSIONAL QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION. ELEvATION REFERENCE PLUMBING NUMBER (SEE PLUMBING SCHEDULE) 2 ALL DESIGN / BUILD DRAWINGS ARE TO BE REVIEWED WITH THE P I UPPER CABINET ARCHITECT PRIOR TO BEING SUBMITTED FOR PERMIT. BASE CABINET 3 ALL SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER SUBCONTRACTORS TO ENSURE NO DELAYS. --------------- 4 ALL WORK FROM ALL TRADES SHALL CONFORM TO THE LATEST DETAIL REFERENCE PROVISIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL GRID REFERENCE CODES AND REGULATIONS. BUILDING 5TAT15TIC5 - 2012 IBC GROUP / DIVISION DESCRIPTION OF OCCUPANCY TYPE OF CONSTRUCTION AREA BUILDING HEIGHT TOTAL OCCUPANTS DENTAL e 100 SF/OCC B DENTAL V B - 5PRINKLERED 5,352 50 FT 22'-0" I5TORr 51352 SF = 53 100 SF/OCC LOCATION MAF: NOT TO SCALE .1 ARBORETUM BLVD OUJNER TWEET PEDIATRIC DENISTRY (ROB CONRAD) 2665 W 18TH STREET CHANHASSEN, MINNE50TA 55311 612.834. 1665 R C o n r a d gtweetsm I IeS.00M ARCHITECT 5JOQU16T ARCHITECTS INC (CARL ROBERTSON) 2800 UNIVERSITY AVENUE SE, SUITE 100 MINNEAPOLIS, MINNE50TA 55414 612. 319. 13233 / 612. 311 9263 (FAX) crobertson 6s joquist.com 5NEET INDEX G-001 TITLE SHEET SURVEY C-100. I GENERAL NOTES 4 SPECIFICATIONS C-100.2 STANDARD DETAILS C-101, I GRADING PLAN C-101. 2 SWPPP - NOTES C-101. 3 SWPPP - PLAN VIEW C-102 UTILITY 4 PAVING PLAN L-101 LANDSCAPE PLAN / PLANT SCHEDULE A6101 ARCHITECTURAL SITE PLAN A-101 FIRST FLOOR PLAN A-201 EXTERIOR ELEVATIONS / FINISH SCHEDULE SITE LIGHTING / PHOTMETRIC PLAN SjoquistArchitects, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http://www.sjoquist, com I hereby certify that this plan, specification. or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of CL R05ERT60N / 22215 Architect Registration 2011. 01.05 Date CLR CLR Drawn Checked Revisions 1621 Project Number NEW BUILDING TWEET PEDIATRIC DENTISTRY 7845 CENTURY BLVD CHANHASSEN MINNESOTA CITY OF CHANHAS'3Ei RECEIVED JAN 0 6 2�; i , CHANHASSEN PLANNING DENT TITLE SHEET G=001 �974— — UL _ Ilr _ _ uF UE� U� _ UE_ _11� �E �973- PEI • • •' \ _— 975 _� ! — ------ —_—_ _---�__� • _j•,< \ 9j6 J /�i—/�-�—� — _ — — \� \ —975 RES7R1C7£D ACCESS PER l�LAT�F - - lam_ - -980 ARBORETUM BUSINESS PARK B7H�AD 7710X- - - - - - - - T �-� \ \ • - n DOC NO. 31518, DO Nl2 1151 1 ♦ - - AND NDOT R.O.W. P AT'NO 10 13 -- .y F i - �\ \ ,1/ //�� I v-. -� PER PLAN ♦ UT F F9 FO FO FO FO F FO —I • • rT.. ° & �— J �` �` . _ PARCEL 311�; 6fINNESOTA DEPAii1MENLOF-�RfcNSPORT QN \ ° 9'\ / -�NOi LN��O� 011?LOT � RI�T OF WAY PL �0. 10 13 (DOC. N0. T115101). ` � L=15�5 45 R=562,9.58 A=1°34�D56n Es 17255 I�I 98, �9a° (� - _ - ur1L 's;;� 1 ff 1 a � o — o Wg 1 Ao m I IT UT 9�y1� -_UG `UG Q- ,p �982— OE �—AIL EASE-ML:NTSFPE- '9e° j 9 /2 41Nx41N / \ - \ \ \ \ AR8&9ER7U BUSINESS >oARAr " "' ' / �Q. !��^"D POST �1, \ \ --6�T ABD/7701J' - J > / °i0� ^p7\'♦� ��'\ \ / I —975 Z 1 56 24/Qo r / / --- -- 0 o 2'2�0� �•40�D --_�./_ �� t� BM 1l �s73 - [Q P� h^ r6� (� /, 50 FT PARKIN SEI6ALY� / / > 1----- \ } �. \ E. 0"�t P '1i�' ° y � ., \. 974 — _ — / / O= _ �ry w Q w �F 20 ��/ -973� tiU'� ■ `'� O V / / / m 70 FT MINIMUM BUILDING SETBACK - x / �OI 975 971.2 I ,y Z 1y/ F QP / I / / /� — — , PER PLAN;/ 9�0 U/9 9js / 972' /I I n I F +— Ll - O/ ll D / ti a "Li 'PcJ 10 V) 7 Y I / / NO EXISTING BUILDINGS 7845 CENTURY BLVD. / + 971 'LOT 1 14. , / 1s=9P / I / _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I_ La 77 / 99 3 / UG ,I / I xz F_ 970 150 FT MAXIMUM BUILDING SETBACKUGE ( Z ---_-- I-i UG 7 RE:966.9 � _,_ , I l ; ^ I •, ELEV I +y10. 06 APPROXIMATE, 0 I 9�° ��96� BURIED 65.1' �� STRUCTURE I r. w I U UNDER 5 �: y10 L: ., ;<. ' `° t. / Imo' TREE +g1D. / 109 co J PLAN — N I 9 NR50 / 9 Z / s�� % O4 �� I 40 FT/EASEMENT FOR ACCESS _ - _ - / I `/ 0;6 < / n 0 I PURPO,S PER DOC. NO.. 143132 `;♦ I / ( \ +91 RE:966.43 ♦ / I 9s9 ✓v !' I o 1 \ IE:963.60NE s �,2f _ g1 IE: 963.45E 1 1 I / i ;,E� 6M 24 1 N90°OO'00"W �962.83SW RE: 968.96 I 13.98 / - - - - / _ 110 9jp IE:963.52 I Uf INOUS CUt-,- =�`�I-�'--^- 969 _ 12"RCP 4 �q' 6 k' ' o N / / PER PLAN li I I y7G RE:968.83 �- / D AN--rrt- 1 I� f 1 `♦' I i` IE: 963.99 1 ' 1 %" ' I a-` E SEMENT FOR N88 4849"W 257..40 RE:967.44\ I �` I w w WEST 7 PER PLAT OF i 1 _ ° PER PLAN o — a �' UN - MAROUE / P££R PLAT OF /+��- I 1 EASEMENT FOR w J w U&l7Y PURPOSES =-r LOT 1 `\SIGN /' 7 '` ARBORE7UM ♦ 1 1 i PER DOC. NO. 4 ��-14 ` , s s _ ?_ SEARED PARKING z i BUSINESS PARK 0o O 1 - -4 - -11 s i P£R DOC. NO Fo m m < 6TH OD/,,770N� ♦� I1 `n 27 j T->847647 _ , _ 4i-,� , /� 5 // 187647 m / Q 3_ RE 966.39 �o a aW > wo / l/ 88° 01bi'W-2 L �p 1 I RE:9 0 1 1 / __ _ ,I - IE:UNABLE z a J l& 6.22 t _ TO MEASURE 6i =; o L� _ v - 0 44 24"PVC 1y j1 1 1 / IE.956.12- - - - -I < 24"PVC 44 ��m —T �f� +i ce _Y- — -967— -967 44 I r3•J �+ (ems s- _T (—_ B-P?9 -�- 70� �A51-TJN�_ -�5 tRE: :961a4424 RCP I_M ..'.<N82_/rT967.74 4 a '' _- PER PLAN ., --_ ` v - -. - _ _ - - - b } -�._ _._._,�o_. _ �EDOL�'4SEA/ENT �- -r.� �- 1 FT WIDE PER PLAN �I �o: ��-��, r'7 10 f 2 .07/ _ _ — - - _ I -' �'' 581 t- �� i%o �960- BLOCK IE: 53.20 a I = /� i li ) [) J I 588�f Od�E�� _-_- - - ` /g1 73 ,L 1-_ - -f- r� _- - - - WALL y/ 950// _ _ �95s� - - �Na _ �_ +450.00 - z ! 0 / /� 1-L/� `rd-�T-s-- -- u i I (P1/.955 = - _ z �+ II ��R/ �,UT1tiT'Y• �ASEM PER _- - I - - -( �884- - _ I- - 9s2- I o II ]1{{-//-7 ��'4 ><-Bf — _950- 'E -gUSINESS� -�'/-ADb% / 1 � 950_ =1 950 6 1 �I•I II I �j/ / "950- So _ 1 // ( 94 S89 17 34 E 262.06— —9*5 / 9A4 •• 9°' —SE CORNER— _79a2- — — — -- — -9a2 9 q5 9*5 -� � / .; L: j LOT 1+-/ rT.iI re I- I I I 1 r. 1 1 i� 1• 1 r- i� i� r. A r. I/ - DD J R DD 6h ADD I pl l' I pp I > p /�\J�I 1= F s� l 1 I Il/ I F< 1 1 I I♦ I I- F/ / 1 I- I I 1 � / �1 L/ .. 1 _ 1 .. I 1 L/ .. .� I 1 . L_ .� .� 1 1-1 I V I , I6 FES:944.05 [.19 .$III / I U I ♦ / ) o / / / / / / 9yd J Zm LLJ U a Oa[ 04, 2016 - 2:26pm - User:587 —SURVEY NOTES—LEGEND- 1. This survey was prepared utilizing the Old Republic National Title Insurance Company • FOUND MONUMENT BOUNDARY LINE - - - - - EASEMENT LINE Title File No. 62858, bearing an effective date of 08/24/2016. @FOUND CAST IRON RIGHT-OF-WAY LINE - - - - SETBACK LINE MONUMENT - UNDERLYING/ADJACENT LOT RESTRICTED ACCESS 2. The bearing system is based on the Carver Countycoordinate system, NAD83 (1986 O FOUND RIGHT-OF-WAY - TIE LINE lJ`J.J`J TREE LINE Adjust) . With an assumed bearing of North 01 degrees 11 minutes 11 seconds East MONUMENT _ - SECTION LINE CONCRETE CURB for the east line of Lot 1, Block 1, Arboretum Business Park 5th Addition. O SET MONUMENT (100.00) DEED DISTANCE / / / / / BUILDING LINE MARKED US 21729 3. The vertical datum is based on NAVD88 The originating bench marks are JIMMY and I — WATERMAIN --------- BUILDING CANOPY JON MINOT, both referenced from the MnDOT Geodetic Database. x-6- GATE VALVE / HYDRANT D SANITARY SEWER BITUMINOUS SURFACE Qs SANITARY MANHOLE PP STORM SEWER 0 CONCRETE SURFACE BENCHMARK #1 Top nut of hydrant 70 feet southeast of the northeast corner of Lot 1, Block 1, co 0 CLEAN OUT — UE UNDERGROUND ELECTRIC Arboretum Business Park 6th Addition a$�shown. Elev.=974.41 STORM MANHOLE — UT UNDERGROUND TELEPHONE S o) DECIDUOUS TREE Q STORM CATCH BASIN UG UNDERGROUND GAS BENCHMARK #2 FLARED END SECTION BE OVERHEAD ELECTRICAL WIRE CONIFEROUS TREE Top nut of hydrant 156 feet northeast of the southeast corner of Lot 1, Block 1, Arboretum Business Park 6th Addition as shown. Elev.=971.56 TRANSFORMER —o CHAIN LINK FENCE 9999 �X LIGHT —❑ WOOD FENCE x SPOT ELEVATION GUY ANCHOR = WIRE FENCE _ ',so_,- -- CONTOUR lQ UTILITY POLE — IAL — WET LAND 9GUARD POST RETAINING WALL Y `V9 999 SOIL BORING l SIGN 000000 BLOCK RETAINING WALL ® GAS METER � STONE RETAINING WALL g# REGULAR PARKING —SUBJECT PROPERTY © GAS MANHOLE _ _ - POND/ WATER LINE STALL COUNT ELECTRIC MANHOLE ° ° • • • • • FEMA FLOOD ZONE LINE TRAFFIC MARKERS Description from title commitment: 0 ELECTRIC METER Lot 1, Block 1, Arboretum Business Park 6th Addition, according to the recorded plat 0 TELEPHONE PEDESTAL thereof, Carver County, Minnesota. ® CABLE TV BOX Being Registered land as is evidenced by Certificate of Title No. 30952. ©COMMUNICATIONS MANHOLE The following notes correspond to the reference numbers listed in Schedule B, Section 2 of the title commitment. [5] Utility and drainage easement(s) over part of subject premises as shown on the recorded plat of Arboretum Business Park 6th Addition. Affects the surveyed property. Easement(s) are shown on the survey. [6] Access restrictions and rights to erect temporary snow fences adjacent to State Highway No. 5 as evidenced by Document Nos. A90086, T31518, T112920 and T115101. Affects the surveyed property. Access Restriction is shown on the survey. [9] Restrictions, covenants and conditions contained in Development Agreement by and between City of Chanhassen and Chaska Gateway Partners Limited Partnership, dated August 25, 1997, recorded September 12, 1997, as Document No. T98262, which contains no forfeiture provision. The above Agreement has been amended by Document Nos. T100332, T102658, T123316, T140561, T142928 and T167415. Affects the surveyed property, creates no easements. [10] Roadway, drainage and utility easement(s) over Century Boulevard adjoining subject premises as evidenced by Document No. T122733 as memorialized on the Certificate of Title. This item is not plotted hereon because it does not affect the subject property. The Temporary Construction Easement expired 08/01/2002. The Permanent Roadway, Drainage and Utility Easement is now in Century Boulevard, a publicly dedicated right-of-way in the recorded plat of Arboretum Business Park 6th Addition. [13] Public trail easement(s) over part of subject premises as evidenced by Document No(s). T143131 (This item is not plotted hereon because it has been superseded) as amended by Document No. T188954. Affects the surveyed property. Easement is shown on the survey. [14] Terms, conditions, restrictions and easements contained in Declaration of Easements and Restrictions dated December 2, 2003, filed December 11, 2003 as Document No. T143132 as amended by Document No. T187647. Affects the surveyed property. Easement(s) are shown on the survey. (Exhibits listed in Doc. No. T187647 were not provided, easements shown per easement exhibits prepared by MFRA). —''TABLE A" NOTES 1. The surveyor has depicted the property corner monuments, or the witness to the corner that were found during the field work, and set property corner monuments, or witnesses to the corner, at the locations where there did not appear to be any evidence of an existing monument. 2. The property address is shown on the graphical portion of the survey. 3. The subject property lies within Flood Plain Zone C-Areas of minimal flooding', as depicted by scaled map location and graphic plotting according to FEMA, FIRM Map No. 270051005 B dated 07/02/1979. 4. The gross land area of the subject property is 2.032 Acres or 88,527 Square Feet. Vertical relief per round survey dated 10 01 2016. 5p g y // 6b. The subject property is zoned Planned Unit Development, PUD, per Doc. No. T-98262, dated 08/25/1997 and recorded 09/12/1997, provided by Old Republic National Title Insurance Company. The setback requirements and height restrictions are as follows: Minimum Setbacks (Feet): Building Parking Hwy 5: 70 Hwy 5: 50 Century Blvd: 50 Century Blvd: 20 Interior Lot Lines: none Interior Lot Lines: none Maximum Setbacks (Feet): Building Parking Hwy 5: 150 Hwy 5: none Century Blvd: 100 Century Blvd: none Maximum Building Height: 3 stories or 40 feet 7a. There are no buildings on the subject property as of the date of the field survey. 8. Visible substantial features observed in the process of conducting the fieldwork are shown hereon. 9. The parking areas and striping on the subject property are shown. There are 0 striped handicap parking stalls, and there are 27 full sized striped regular parking stalls and portions of two more parking spaces on the subject property. 11. A Gopher State One Call (GSOC) request was placed on 09/16/2016 for utility locates on this site and assigned GSOC Ticket No, 162602772. The surveyor makes no guarantees that the underground utilities shown hereon comprise all such utilities in the area, either in service or abandoned. Utility suppliers often do not respond to these requests in the field but may provide maps, plans, and drawings in lieu of physical location. Utility information shown hereon is a compilation of the provided map information and those visible utilities and marked utilities which were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon are in the exact location as indicated, although they are located as accurately as possible from the available information. The surveyor has not physically located the underground utilities. Pursuant to MS 216.D contact Gopher State One Call at (651-454-0002) prior to any excavation. VICINITY MAP —CERTIFICATION— To John Sheehan, RGR Holdings, LLC, a Minnesota limited liability company and Old Republic National Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(b), 7(a), 8, 9 and 11 of Table A thereof. The field work was completed on 10/01/2016. Dated this 4th day of October, 2016. Sambatek, Inc. M,2tI Rick M. Blom, LS Minnesota License No. 21729 rblom@sambatek.com NORTH 0 30 SCALE IN Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client JOHN SHEEHAN 216 WILSHIRE WALK HOPKINS, MN 55305 Project 7845 CENTURY BOULEVARD Location CHANHASSEN, MINNESOTA 7845 CENTURY BLVD. CHANHASSEN, MN 55317 Certification Summary Designed: Drawn: Gs Approved: RMB Book / Page:1257/4 Phase: Initial Issue: 10/04/2016 Revision History No. Date By Submittal / Revision Sheet Title ALTA/NSPS LAND TITLE SURVEY Sheet No. Revision 1/1 60 FEET Project No. 19563.01 STANDARDS AND REFERENCES Materials and construction methods specified in the plans reference the Minnesota Department of Transportation current co (MNDOT) Standard Specifications for Construction. The Contractor shall o obtain a r rent ply of MNDOT's Standard sections applicable to the plans. Specifications for Construction and review the specificationpp p It is mandatory that the Contractor be knowledgable of the applicable MNDOT specification sections during construction No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with the applicable specification sections. Contractor shall refer to the geotechnical report for additional requirements and recommendations. EARTHWORK NOTES PROTECTION 1) The Contractor shall maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, they shall be replaced at the Contractors expense. 2). The Contractor shall contact the Engineer immediately If any unknown functioning underground utilities are discovered during The course of the project, which may interfere with construction. The Contractor shall wait for instructions before proceeding. 3) The Contractor shall be responsible for any damage to functioning underground or overhead utility lines. Damaged utilities shall be repaired immediately and service restored at no additional cost to the Owner. 4) The Contractor shall provide barricades, shoring and other safety measures required by OSHA. 5) The Contractor shall protect all adjacent existing facilities from damage, including, but not limited to settlement due to excavations, erosion, etc. The Contractor shall be responsible for the repair of such damages. PROJECT CONDITIONS 1) The Contractor shall become familiar with the project site, and compare actual conditions in the field with those shown on the project drawings. The Contractor shall contact the Engineer immediately if any inconsistencies are found between the existing conditions and the project drawings. 2) No extra compensation will be allowed due to unusual conditions which could have reasonably been determined or anticipated by examination of the project site and project drawings. PLAN GRADES 1) Elevations shown on the project drawings are finished grade elevations, unless noted otherwise. Elevations not specifically indicated shall be determined by interpolation of uniform slope between spot elevations and/or contours, or between such points and existing elevations. Adequate slope shall be constructed to provide positive drainage away from structures. 2) If inconsistencies exist on the plans between contours and spot elevations, the spot elevations shall govern. TOPSOIL 1) Adequate imported and/or stockpiled salvageable topsoil shall be utilized for this project. 2) Topsoil shall be free of clay lumps, roots, brush, large stones, and debris, and shall have a minimum organic content of 5 percent. 3) Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work. Existing lawn areas, which are not in the proposed construction area(s) shall remain in place. The Contractor shall field verify topsoil depths between any soil borings, and remove to greater depths Than indicated in the soils report if such conditions are encountered. Salvaged topsoil shall be maintained in stockpiles. 4) Stockpiled topsoil shall only be used for finish grading of new lawn areas. Excess topsoil shall be removed from the site by the Contractor. 5) Protect all existing lawn areas, plantings, and other landscaping to remain in place. Any damaged areas shall be replaced at the Contractors expense. UNFORESEEN OBSTACLES 1) The Engineer shall be contacted immediately if any unforeseen major obstacles are encountered during excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, etc., which would add significant expense to the Contractor. 21 The Contractor shall still be responsible for completing all work required for this project where encountered conditions may be reasonably determined from a soils/geotechnical report and review of the project site and contract documents. DEWATERING 1) Surface drainage shall be provided during construction in a manner so as not to create a nuisance to adjacent areas. 2) All excavations shall be free of water during construction within the excavations. DewaTering shall be accomplished by pumping or Trenching, and shall be conducted regardless of the cause, source, or nature of the water. 3) Berms, cofferdams, or piling shall be provided as necessary to protect excavations. 4) Excavations shall be sloped to drain, and necessary pumps, hoses and other equipment shall be provided to keep excavation free of water. 5) All temporary equipment used for dewatering shall be removed from the site when no longer necessary. FILLING AND GRADING 1) Rough grading of all areas within the construction limits, including adjacent transition areas shall be reasonably smooth and compacted. The rough graded subgrade surface generally shall not be more than 6 inches above or below the established subgrade elevations. All ditches, swales, and gutters shall be graded to drain adequately. The subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a minimum slope of 1%. The Contractor shall provide rounded transitions at top and bottom of banks and other breaks in grade. 2) Fill and backfill materials shall be Inorganic soils free of roots, rocks, boulders, and debris. 3) Bedding material or granular backfill larger than 2" in its largest dimension shall not be allowed within 2 feet of new underground pipes. Material larger than 3" In its largest dimension shall not be allowed within 1 foot of subgrade elevation. 4) Imported compacted fill material shall have a maximum of 12 percent passing the #200 sieve, by weight. The proposed fill material shall be tested by an independent testing lab for suitability as compacted fill for this project. The Contractor shall pay for the testing services and provide a copy of the test results to the Engineer. 5) The Contractor shall fill and grade as necessary to bring surface to required elevations, and provide all materials necessary, whether obtained on or off the project site. 6) The Contractor shall place compacted material in uniform horizontal lifts not exceeding 9' in depth for clay soils, and I Z' in depth for sandy soils, and compact as required to achieve specified density. 7) Compaction shall be obtained with the use of vibratory rollers or rummers. During compaction, fill material shall contain moisture content, as necessary, for the required compaction as indicated by an independent Testing laboratory. The moisture shall be uniform throughout each lift. If the material is too dry, water shall be added with approved equipment and methods, which will not wash out fine material. If the material is too wet, it shall be dried by harrowing, disking, bidding, or other approved methods recommended by the independent testing laboratory. 8) Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of I foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory, and compact the subgrade to the specified density listed below for soils underneath pavements. 9) The Contractor shall not place fill material when either the fill material, or the material on which it is to be placed, is frozen. Any soft or yielding areas appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and/or otherwise rectified to the satisfaction of the Engineer before any new fill is placed. COMPACTION TESTS 1) Utility Trench Backfill: The Contractor's independent soils technician and approved testing laboratory shall perform in -place density and moisture tests at random depths in trench backfill at 100 foot intervals, or fraction thereof. Compaction of trenches shall be a minimum of 95%of the maximum dry density (as determined by the independent testing laboratory) in lawn areas, and at depths greater than 3 feet below areas designated for pavement. Compaction of trenches at depths within 3 feet of paved surfaces shall be a minimum of 100% of the maximum dry density. 2) Compacted Fill Under Pavements: Compaction tests shall not be required beneath new pavements. Adequate compaction of materials under pavements shall be determined by test rolling the subgrade, and checking for excessive rutting. Test rolling shall be performed as per MNDOT Spec. 2111. 3) Areas exhibiting a failed compaction test shall be re -compacted and re-m tested to the satisfaction of the Engineer prior to acceptance of the project. 4) Copies of all compaction testing and test roll observation reports shall be provided to the Engineer. 5) Optimum moisture -density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications. SUBGRADE PREPARATION 1) Finished subgrade elevations shall be as follows: a) Light -Duty Bituminous pavement: q' below finish grade. b) Heavy -Duty Bituminous pavement: IZ' below finish grade. c) Bituminous trail: 6" below finish grade. d) Concrete sidewalk: 4" below finish grade. e) Lawn areas: 4' below finish grade. f) Planting areas: See Landscaping Plans/Details 21 The tolerance for areas to be paved shall not exceed 0.15 feet above or below plan subgrade. 31 The Contractor shall protect newly graded areas from erosion. Settlement or washing that occurs prior to acceptance of The Work shall be repaired and grades re-established. DISPOSAL OF EXCESS WASTE MATERIALS I The Contractor shall remove excess excavated material, debris, and waste materials, from the Owners property and legally dispose of it in accordance with all governing codes. SPREADING TOPSOIL AND FINISH GRADING 11 Scarify subgrade to depth of 3" prior to placing topsoil. Spread topsoil evenly over complete subgrade as follows: a) Lawn Areas on Private Property: Spread N' lightly compacted layer of topsoil. b) Lawn Areas in Public Right-of-way: Per City requirements c) Planting Areas: See Landscape Plan/Details 2) Finish grade accurately within 0.15 feet of finish grades shown on the project drawings, less the thickness of any sod where it is to be installed. Slope all grades away from buildings to provide positive drainage. 3) Prepare topsoil suitable to receive seed and/or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G and 2574.3A4. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas prior to seeding. Areas compacted by vehicles or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas. 4) Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 25-131, applied at the rate of 220 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and discanchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer. UTILITY NOTES STANDARD SPECIFICATIONS 1) The following standard specifications shall apply to this project: a) Minnesota Plumbing Code - MN Rules Chapter 4714 (MN Dept, of Labor and Industry-MNDLI) b) Uniform Plumbing Code, latest edition (UPC) c) 'What you need to know about utility service connections in the 2015 Minnesota Plumbing Code" http://www.dii.mn.gov/CCLD/PDF/pe_usc.pdf d) City Engineers Association of Minnesota (CEAM) Standard Specifications e) American Society for Testing Materials (ASTM) f) American National Standards Institute (ANSI) g) American Water Works Association (AW WA) h) Minnesota Department of Transportation'Standard Specifications for Construction" (MN/DOT) 2) The Contractor shall comply with all local ordinances and codes 3) Certifications of all utility materials, as well as shop drawings, shall be submitted to the Engineer for review POLYVINYL CHLORIDE IPVC) PIPE AND FITTINGS - SANITARY 1) Smooth walled polyvinyl chloride pipe and fittings shall consist of SDR 26 or SDR 35 pipe, unless noted otherwise, and meet the requirements of ASTM D3034 and Section 2621.2A5 of the CEAM Standard Specifications 2) All pipe and fittings shall be SDR 35 for depths of up to 20 feet, and SDR 26 for depths exceeding 20'. 31 Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications. DUCTILE IRON (DIP) PIPE AND FITTINGS - WATER 1) Ductile iron pipe and fittings shall meet the requirements of Table 604.1 of the UPC, and Section 2611.2A 1 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 605.5 of the UPC, and Section 2611.313 of the CEAM Standard Specifications. Stainless steel fasteners shall be prohibited. 3) 6" pipe shall be Class 52. 8" and larger pipe shall be Class 50. POLYVINYL CHLORIDE fC900 PVC) PIPE AND FITTINGS - WATER 1) Polyvinyl chloride pressure pipe and fittings shall meet the requirements of Table 604.1 of the UPC, and Section 2611.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 605.4 of the UPC, and Section 2611.3B of the CEAM Standard Specifications. GATE VALVES - WATER 1) Gate valves shall meet the requirements of Sections 2611.2C and 2611.3D of the CEAM Standard Specifications HYDRANTS - WATER 1) Hydrants shall meet the requirements of Sections 2611.2E and 2611.30 of the CEAM Standard Specifications 2) Hydrants shall be Waterous W B67, or approved equal BLOCKING AND ANCHORING - WATER 1) Water main blocking and anchoring shall meet the requirements of Section 2611.3A4 of the CEAM Standard Specifications 2) Provide thrust reaction blocking consisting of concrete with a minimum 28 day compressive strength of 2000 psi. 3) Place between undisturbed ground and the fitting to be anchored. Place thrust blocking so that the pipe and fitting joints are accessible for repair. 4) Mega -Lugs may be used in lieu of thrust block if allowed by local utility. WATER SERVICE PIPE AND CURB STOPS 1) Copper tubing for water services shall meet the requirements of Table 604.1 of the UPC, and Section 261 1.2D of the CEAM Standard Specifications 2) HDPE pressure pipe for water services shall meet the requirements of ASTM D2239, ASTM D2737, ASTM D3035, AW WA C901, CSA B137.1, and Section 2611.2D of the CEAM Standard Specifications 3) Curb stops for wafer services Section 261 1.2D of the CEAM Standard Specifications HIGH DENSITY POLYETHYLENE PIPE (HDPE) AND FITTINGS - STORM 1) HDPE pipe and fittings shall meet the requirements of ASTM F2306, and Section 2621.2A8 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements Section 2621.3A3 of the CEAM Standard Specifications 3) Minimum wall thickness shall be 0.035 inches for 12 and 15 inch diameter pipe, and shall be 0.05 inches for 18 and 24 inch diameter pipe. 4) HDPE storm sewer crossing above and within 10-ft of existing or proposed water main or services shall meet the following standards per the MN plumbing code: 4" - 10" Diameter: AASHTO M252 1 Z' - 60" Diameter: ASTM F2306 Fittings: ASTM D3212 REINFORCED CONCRETE SEWER PIPE (RCP) AND FITTINGS - STORM 1 RCP and fittings shall meet the requirements1 A h } n e of ASTM C76, and Section 262 .2 3 of the CEAM Standard dard I Ape 9 Specifications 2) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications 3) The ASTM strength class of pipe shall be Class III unless otherwise shown on the Plans. 4) The pipe shall be drawn together by some approved method of jacking or winching. This pressure must be maintained until sufficient backfill is placed to keep the joint from opening. END SECTIONS - STORM I I End sections shall be provided at all pipe inlets and outlets. 2) The end sections shall consist of material matching the material of the pipe, which it is being connected to. Materials and joints shall be as per the specifications described above for the applicable pipe material. 3) The last 3 joints of RCP shall be tied, and the end section shall the be provided with an approved trash guard. MANHOLES AND CATCH BASINS -SANITARY AND STORM 1) Unless otherwise noted, manhole and catch basin structures shall consist of precast concrete, and meet the requirements of Section 719.6 of the UPC (sanitary only), and Sections 2621.2C and 2621.3D of the CEAM Standard Specifications 2) Catch basins shall be provided with the following castings: a) Along curbline: 27" Structure: Neenah R-3075-L, 49' (or larger) Structure: Neenah R-3067-L b) Isolated (in paved area): Neenah R-2553 c) Isolated (in vegetated area): Neenah R-2560-EA w/ type "C" grate 3) Manholes shall be provided with the following castings: a) Sanitary: Neenah R-1733 w/ concealed pick hole b) Storm: Neenah R-1733 lettered "STORM", center pick hole INSTALLATION t) Unless otherwise noted, installation of all water and sewer pipe, fittings, and appurtenances shall be as per the CEAM Standard Specifications. TESTING REQUIREMENTS 11 Waterand sewer pipe, fittings, and appurtances shall be inspected and tested as per Sections 2611.3E-2611.3H and 2621,3F-2621.3H of the CEAM Standard Specifications. 2) In the event of discrepancies between the testing requirements of the MN Plumbing Code and the CEAM Standard Specifications, the most stringent will govern. BITUMINOUS PAVEMENT NOTES STANDARDS 1) Minnesota Standard Specifications for Highway Construction, most recent edition. GRANULAR BASE COURSE 1) Compacted thickness of finished base course: Light -Duty Pavement - 6" Heavy -Duty Pavement - 9' Bituminous Trail - 4" 2) Process material for aggregate base shall meet the requirements of MNDOT Spec. 3138, Class 5.. 3) The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base material. Install base material as required to accommodate new plan grades. 4) Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade. 5) Place in layers not exceeding 4" thickness (loose). 6) Compact with pneumatic or vibrating steel drum rollers. 7) After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded. 8) Allow base course to cure for a minimum of 72 hours prior to bituminous course application. BITUMINOUS BASE AND SURFACE COURSE 1) Mix Designation Numbers for the bituminous mixtures on this project are per MNDOT Spec. 2360 2) Pavement smoothness requirements will be waived for this project. 3) Density for the bituminous mixture on this project will be the ordinary compaction method (MNDOT 2360.6C). 4) Light -Duty Bituminous Pavement: Bituminous Base course shall conform To MnDOT 2360. Type SPNWB330B and shall be 2 inches thick after compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPW EB340B and shall be 1} inches thick after compaction. 5) Heavy -Duty Bituminous Pavement: Bituminous Base course shall conform to MnDOT 2360, Type SPNWB330B and shall be 2 inches thick after compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPW EB340B and shall be 2 inches thick after compaction. 6) Bituminous Trail: Bituminous Surface course shall conform to MnDOT 2360, Type SPWEB340B and shall be 2 inches thick after compaction. 7) Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions. B) Mixing a) Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral tiller and asphaltic material. b) Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360. CONSTRUCTION METHODS 1) Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary. 2) Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96%of maximum has been attained, no further compression can be attained and all roller marks are eliminated. 3) The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1/1 6'per foot nor more than 1 /4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted. 4) Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction. PAINTED LINES 1) Special marking paint compound especially for striping bituminous paving in one coat. 2) Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co. 3) Colors: Use white paint for concrete and asphalt. 4) All surfaces to be painted must be thoroughly clean and dry. 5) Lay out painted lines with chalk on pavement in accordance with Project Drawings. 6) Accurately apply paint to the chalk marks, using striping machines, 4' wide stripes. 7) Apply paint in strict accordance with the manufacturer's directions. 8) Protect all paint from damage by traffic until dry. 9) Apply handicap logo at handicap stall. FIELD QUALITY CONTROL 11 ate A re Base Testing: : 9 9 a) The granular base course shall be test rolled and observed by the Contractors independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed. b) One mechanical analysis (ASTM D-422) per 500 cubic yards of base or fraction thereof. 2) Bituminous Testing: a) Test temperature of first truck. b) Ordinary compaction (MNDOT 2360.6C) CONCRETE PAVEMENT. CURB & GUTTER. AND SIDEWALK STANDARDS 1) ACI 318, ACI 315, CRSI, ACI 301, latest adoptions. 2) Minnesota Standard Specifications for Construction, most recent edition GRANULAR BASE COURSE MATERIAL 1) Compacted thickness of finished base: 6" - Concrete Pavement/Aprons ,V - Concrete Sidewalk 2) Base material shall consist of MNDOT 3149.2112 Select Granular Borrow. AGGREGATES 1) Coarse: MnDOT Spec. 3137. 2) Fine: MnDOT Spec. 3126. WATER 1) Clean, fresh and potable, MnDOT Spec. 3906. AIR ENTRAINING ADMIXTURES I) ASTM C260. 2) Provide entrainment of 4 - 7 percent by volume. PORTLAND CEMENT 1) ASTM C150, Type I plus an approved air entraining agent, or Type IA air -entraining Portland cement. OTHER ADMIXTURES 1) MnDOT Spec. 3113. 2) Calcium Chloride or materials containing chlorides or nitrates shall not be allowed. PROPORTIONING AND DESIGN OF MIXES 1) MnDOT Spec. 2461.3 2) Concrete Classifications a) Curb and gutter, slip -formed concrete: 3A22 b) Sidewalk, aprons, incidental concrete, manual curb & gutter: 3A32 c) Concrete pavements or aprons: 3Y43 all Repair concrete, fast strength concrete: 3Y43 3) Concrete Specifications: a) 3A22: I-2'slump, 3900 psi, 4-7%air b) 3A32: 2-3'slump, 3900 psi, 4-7%air c) 3Y43: 34'slump, 4300 psi, 4-7%air d) Temperatures of all concrete during placement shall be 50-deg F to 90-deg F CONCRETE PLACEMENT 1) Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour. 2) Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates. 3) Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301. 4) Sidewalks shall be placed in accordance with MnDOT 2521. 5) Curb and gutter shall be placed in accordance with MnDOT 2531. PROTECTION 1) Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete. 2) Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days. 3) Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G. COLD WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days. 3) No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer. 4) Perform all cold weather concreting in accord with ACI 306. HOT WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is above 100 degrees F. 21 Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days. 3) Thoroughly wet dry porous surfaces before concreting. 4) Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F. 5) Perform all hot weather concreting in accord with ACI 305. FINISHING 1) Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise. QUALITY CONTROL 1) The Contractor shall hire an independent testing firm to provide the following tests: a) The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete. b) The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28-day test cylinders. 0 cap,gh< 2015 N �, �� C ' N T W -- aw4q W U Sjoquist Architects, Inc i 2800 University Avenue SE, Suite 100 U Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http: //www: Sjoquist. com 0 SCHULTZ ENGINEERING _ & SITE DESIGN U 18 South Riverside Avenue Z) Suite 230 li I- Sortell, MN 56377 (n Ph: (320) 339-0669 Z Fx: (866) 633-1830 0 schultzeng@live.com U www.schultzengineeringdesign.com c 0 1 hereby certify that this plan, LL specification or report was prepared Oby me or under my direct supervision 0 and that I am a duly licensed Engineer under the laws of the state of Minnesota } Q cZ G J BRIAN J. SCHULTZ, PE W Cr XXIXXI2016 43129 12- DATE LICENSE NO. Revisions 1621 Sjoquist Project Number 16058 Schultz Eng. Project Number TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7845 CENTURY BLVD CHANHASSEN, MINNESOTA GENERAL NOTES & SPECIFICATIONS SIDE SLOPES OF TRENCH SHALL MEET OSHA OF SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS 12 AWG TRACER WIRE WITH "GREEN" - COATING (SANITARY) OR "BLUE" COATING (WATER) PIPE BEDDING DETAIL CASTING - (SEE ABOVE) SEE PLAN PLASTIC STEPS COMPACTED GRANULAR BEDDING MATERIAL MEETING THE REQUIREMENTS OF MNDOT SPEC. 3149.2H SHAPE BEDDING TO MATCH BELL SECTIONS CASTINGS MANHOLES: NEENAH R-1733-1 (LETTERED "STORM") W/ CONCEALED PICKHOLE CATCH BASINS: NEENAH R-3067-L (IN C&G) NEENAH R-2553 (ISOLATEDI NEENAH R-2560-EA (ISOLATED BEEHIVE) - TYPE C GRATES 2" HDPE ADJUSTMENT RINGS 5 RINGS MAXIMUM (INSTALL ADJ. RINGS PER MANUFACTURER'S SPECIFICATIONS) PRECAST CONCRETE COVER PRECAST CONCRETE BARREL(S) WITH RUBBER GASKET(S) ASTM C443-79 SEE PLAN FOR INTERIOR DIAMETER (ID) WATERSTOP GASKET, OR APPROVED EQUIVALENT W/ NON -SHRINK PATCHING COMPOUND, AT PIPE/STRUCTURE CONNECTION >, SEE PLAN FOR PIPE DIAMETER GROUT INVERT TO PRECAST CONCRETE BASE PROVIDE POSITIVE DRAINAGE TO OUTLET NOTES 1. SEE PLAN FOR INTERIOR DIAMETERS (IDI OF PRECAST CONCRETE BARREL SECTIONS 2. SEE PLAN FOR PIPE CUT-OUT SECTIONS 3. CONSTRUCT GROUTED FLOW LINES WITHIN STRUCTURE TO DIRECT FLOW TO OUTLET WITH NON -SHRINK GROUT 4. FILL ANNULAR SPACE BETWEEN PIPE AND BARREL WITH NON -SHRINK GROUT. 3. PRECAST CONCRETE COVERS, BARREL SECTIONS, AND BASES SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATES 4011 AND 4020 4. PLASTIC STEPS SHALL BE AS PER MNDOT STANDARD PLATE 4180 AND SHALL BE PLACED OVER THE OUTLET PIPE STORM MANHOLE OR CATCH BASIN 4" CONCRETE (MNDOT CONCRETE MIX 3A32) 4" MNDOT 3149.282 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE CONTRACTION AND EXPANSION JOINTS SHAL BE CONSTRUCTED AS PER MNDOT SPEC. 2521.3C2 ENCASE PVC WYE IN MIN.Y3 CUBIC YARD 1}' WASHED ROCK SCH 40 PVC WYE N�_, SANITARY CLEANOUT i 5" p 'P GROUT INVERT TO PROVIDE POSITIVE ".., DRAINAGE TO PIPE D SURFACE NEENAH R-1976 OR APPROVED EQUAL SET CASTING 1 /2" BELOW FINISHED GRADE T SAND CUSHION ONE-PIECE SCH 40 PVC CLEANOUT RISER NOTES: 1. CLEANOUTS SHALL BE INSTALLED AS PER THE MN PLUMBING CODE 2. SEE PLAN FOR PIPE SIZE AND ELEVATION NEENAH R-2553 (ISOLATED IN PAVED AREA) NEENAH R-3075-L (IN C&G) NEENAH R-2560-EA "BEEHIVE" (ISOLATED IN GREEN AREA) TYPE "C" GRATE 2" HDPE ADJUSTMENT RINGS 5 RINGS MAXIMUM (INSTALL ADJ. RINGS PER MANUFACTURER'S SPECIFICATIONS) PRECAST CONCRETE BARREL WATERSTOP GASKET, OR APPROVED EQUIVALENT W/ NON -SHRINK PATCHING / COMPOUND, AT PIPE/STRUCTURE / CONNECTION 4 w' •" �3-4"� CATCH BASIN SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 4006 SEE PLAN FOR PIPE DIAMETER 8" PRECAST CONCRETE BASE CATCH BASIN LMNDOT DESIGN "H11 1}' BITUMINOUS WEARING COURSE (MNDOT 2360 TYPE SP W EB340B) TACK COAT BETWEEN BITUMINOUS COURSES 2" BITUMINOUS BASE COURSE (MNDOT 2360 TYPE SPN W B330B) 6" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE LIGHT -DUTY BITUMINOUS PAVEMENT SECTION NTS MEGALUG RESTRAINTS (TYP) BEND CONCRETE BUTTRESS THRUST BLOCKING FINISHED SURFACE 1. MAINTAIN PLUMB VALVE BOX WITH SETTING ROD 2. GATE VALVES LOCATED IN CONCRETE AREAS SHALL HAVE METAL SEPARATOR BETWEEN THE VALVE BOX AND CONCRETE 3. PIPE SHALL HAVE 8-FT MIN. COVER ADAPTER INC. GATE VALVE ADAPTER AND GASKET OR - APPROVED EQUAL MEGALUG RESTRAINTS (USE TIE RODS IF REQUIRED BY LOCAL UTILITY) WATER GATE VALVE & BOX j CONCRETE BUTTRESS UNDISTURBED SOIL MINIMUM CONCRETE BUTTRESS SURFACE AREA (SF) PIPE SIZE TEE OR PLUG 900 BEND 450 BEND 22? BEND 6" 2.9 3.1 1.6 0.8 8" 3.7 5.3 2.9 1.4 10" 5.7 8.1 4.4 2.2 12" 8.1 13.4 6.6 3.2 16' 15.1 21.4 11.6 5.9 29' 1 23.2 1 30.2 1 18.1 1 9.3 24" 1 33.6 1 48.5 1 26.1 1 13.3 NOTES 1. PLACE A PLASTIC COVERING OVER FITTINGS PRIOR TO POURING CONCRETE BUTTRESSES 2. CONCRETE BUTTRESSES SHALL BE POURED AGAINST FIRM, UNDISTURBED SOILS, AND SHALL BE FORMED SO THAT JOINTS WILL BE KEPT FREE OF CONCRETE AND REMAIN ACCESSIBLE FOR REPAIRS 3. ALL FITTINGS (EXCEPT CROSSES) SHALL BE PROVIDED WITH CONCRETE BUTTRESS THRUST BLOCKING 4. CONCRETE MIX SHALL MEET THE REQUIREMENTS OF MNDOT CONCRETE MIX 3Y43 5. USE TIE RODS IN LIEU OF MEGALUGS, IF REQUIRED BY LOCAL UTILITY. 6. MEGALUG RESTRAINTS SHALL BE PROVIDED AT ALL JOINTS WITHIN 20 FT OF ALL FITTINGS (EXCEPT CROSSES) TOP OF CASTING: - -}' BELOW GRADE IN PAVED AREAS - AT GRADE IN TURF AREAS TYLER SERIES 6860 CI 3-PIECE VALVE -BOX W/ BASE, OR APPROVED EQUIVALENT WATEROUS SERIES 2500 DI RESILIENT - SEATED GATE VALVE, OR APPROVED EQUIVALENT - MNDOT 3733 TYPE 4 GEOTEXTILE FABRIC AROUND WASHED STONE WASHED STONE -JCY MIN. (SHALL - BE EXTENDED WELL ABOVE THE BOTTOM OF THE VALVE BOX BASE) CONCRETE BLOCK 2" BITUMINOUS WEARING COURSE (MNDOT 2360 TYPE SP W EB340BI TACK COAT BETWEEN BITUMINOUS COURSES 2" BITUMINOUS BASE COURSE (MNDOT 2360 TYPE SPN W B330B) 8" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE HEAVY-DUTY BITUMINOUS PAVEMENT SECTION NTS " PER FT NTS NOTES 1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY FROM THE CURB, THE GUTTER SHALL BE TILTED TO DRAIN FROM THE CURB I 6„ 2. CONCRETE SHALL MEET THE REQUIREMENTS OF MNDOT CONCRETE MIX 3A22 3. B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 ^� 20 2" MIN. COMPACTED MNDOT CLASS 5 AGGREGATE BASE BELOW CURB AND GUTTER APPROVED COMPACTED SUBGRADE CURB & GUTTER (MNDOT B612) BITUMINOUS TRAIL SECTION NTS 2" BITUMINOUS WEARING COURSE (MNDOT 2360 TYPE LV W E35030B) 4" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE NTS C Ca ighl 2015 ID T Q N T N T W Y U W U J Sjoquist Architects, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http://Www.sjoquist.com OfSCHULTZ ENGINEERING & SITE DESIGN 18 South Riverside Avenue Suite 230 Sartell, MN 56377 Ph: (320) 339-0669 Fx: (866) 633-1830 schulheng@live.com www.schulizengineeringdesign.com 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 Engineer under the laws of the state of Minnesota BRIAN J. SCHULTZ, PE XXIXX/2016 43129 DATE LICENSE NO. Revisions 1621 Sjoquist Project Number 16058 Schultz Eng. Project Number TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7845 CENTURY BLVD CHANHASSEN, MINNESOTA STANDARD DETAILS CONCRETE SIDEWALK SECTION C40002 �974- - -'-973- PER PLAN __ \ 976- / - - - - - - - - - - - - -- \ --975 RESTRICTED ACCESS PNR LAT-OF'- PAIF- %% Y 4Vl-+Y ff1�tl-�C DOC. NO. J1518, DOC.151 J o AND MNDOT R.O.W. P¢AT NO 1O i.T I � -, - _ �'�-`� T" � \ PER PLAN PARCEL 311 ,�viINNE50'TA DEPA -- J I _-TF�tdE-NLOF�RA;NSPOf7T I N - 9>> m /' -/NO TH IN� 0� Ol9 PLOT D�� R 0TOF WAY PLAT NO. 10-13 (DOC. N0. T115101 � - 9B5 L=15 R-562� 58 A-1.34 � 6" 17253g� �980 �t.9B9 5 \ - / r _S 1 8as a �- - - - - - - s %/��/ [/ /STM 104 F \ _ INV = 967 - I FN48„I� 15,HD \ - - Gfr& U 1n='I� /-EASE- Q RIM \�.0.�% sBoTS w a� I ` I� o`er 41POST / SIN 66l80 \ ^ BHS/ S�ARIt✓' i� - BENCHMARK J a -�g1 ,\QQ .� POST ��/ / SUMP=963.80� \ - 1770q✓ -� - 1 ci n j m A9 o I V= 3 // 7 m E / I Q Q-C_ �40- 975� / a��' 91'L 2.0 2 PA EMEM i� s> LU /91h O 9's Q� 4 / / / o ' E I. PER PLAN /LI IT50(TYP08+ 7 U ILF LL / a i / " `,}; PE Ld I, , / HP1 EX M / �� /r ^ I SIDEWAR CROSS -DRAIN / ( 1 > I I FLOWLINE =971.0 �/ RN /NE FLOWLINE =970.9 15"FLARED I I 1. }• / \ / EX I-971�-� EN SECTION I I I }, J c� LtJ' I 1 i IN = 966.50 , PROPOSED g7�- ��`� p I� c0 > I 7 i I j I BUI-LMC- JP�® I� I I o o I _-FFE = 972.00 ry� ��' a j (2) PARALLEL RU OF j j� I I I O EX �" I 4" PER ATED D IN TILE 1 3 I I I I 0 m ASEE l /C3) I 1 s> ry Z 1 E �66.9 / I Ct24-f 2 �12" FLARE , / I I I ErnN�.SEC / Rf 45 • zQ 00 51 V = 67 UCTU A I �It�V = 967.45 / 1 \ / j l l l �(I� j 6 BURI li 88L� x FILTRATION B SIN / s Ij j UND R �2" RCP ;o w I >2 w 1 1 1 0.45% INV OF DRAT TILE _ IP. 0 CO I I I \ I e - / EX t910;9 BOTTOM OF S ND- C '64.00 N I I j ..j 9 EA•l y 1 \ I ss9� BOTTOM OF BASIN/T P F SAND-MEDI = 10b&. O y a BASIN OUTLET =106 . / / I I I I \ .PAVEMENT / I �� HP CBI (27'IDJ,,e I E 0fff111�� I� TOP OF BASI = 1069. z % T OF YN_ O E N71 FOR ACCESS _ �0 RIM - 967.85 I LI ITS (T`�P SIDE -SLOPES 3:1 ,9� j --L V) U P DOQI NO.. 14J1J2 "\� 97 1F1V=96 85 p I f---RE:966.43 \96y\ \ IE:96 5E t I 96 BM 2 N90°00'00"W i - RE: 968.96 1 3qq IE 963.52 ' k SPOSE 910/ SE R STUB:968.83 ? rn m N/ i T GE 1 / ss IE 963.99 *96WN)) �- EX -- e w z C NNECT TO STI �.DBE M E 1 p� -�'� ASE T FO °48'49""W 25Z4 IRE 967.4 PER PLAN N a a C TCH BAS w5% M QUEE i PER PLA OF~s68- w EASEMENT FOR SIGN �' M 1 �1_ Xf/TlL PURPOS E) s _ SHARED PARKING = k3 ¢ ` i ` I i ER DOC NO. E) E z z ( D9 ER� i B� ARK 1 0 1 I I_ - 1 i� PER DOC. NO. o 0 0 } 6 A l70N `� 27 h 7-187647 O �-� _* -� _ �-_ - -� ;-187647 o w m 0 3 P NT I x r w Q I I DENT 6 1 D L I ss7- RE: 966.39 co a m w > 0 O.1�G .GV42 6 I RE:9 O , _ _ _ - - IE: UNABLE m z 0 o I Q J 1 Z LI ITS ( p) 6.22 _ _ _ i_ ` - TO MEASURE q61 w w > O i- I 24"PVC m - 24"PVC RE 967.92 `x �/� m ' / q -� �._ _ - I IF 956.12_ Q `� ` 24„RCF' y- _ -9s7 - -- - �7 � t:RE:67.74162.29 1.44 968 q� `p-o¢ r\ O� - -L B 48 4 _ Ak#CROSS-SLOP45 PER PLAN 3 o f� - _ _ _ I- -Sr0/�y{� UNLES ERWISE-NOTE-g-- _ _ _ _ _ PER PLAN o I"T^ N 10 -- - - - -� 1 FT WIDE RE 168_�l 2 - - - - _ _�y� 58125_� E- 1 �_ - --y - BLOCK IE 53.20 a Z J� II I j /BjR'04fEENi-BEMOL1R6�11AAQS: ! - - - �� =, =960 - - - =�960 WALL m Q q6 // o � J d L / NTRACTORSF♦-AJLREMBVE-4LL- _ =m" �/- / 'EXISTiNGFAV MENTS;2UR8"KGOTfE� - - - -r - - c - d=4'S9 S0•, a6 U Jr l" �� 960/ 9ND1r�NOUS TRAIL NECESSA 955-� -_ °j ��=� �'¢`43E7.00 C� s -'OIL% '�` F7,` --' a 67 /( �� FE9L C6NSTRU ION- U-__.- - _ _ - - _ �/�Ryro EE�rr 7r �s�al�vT e�A� eP - -ss2-- 1 / A/h77UK�T� ��S/N�SS--VA - >T/'i-YID -950- L--E9,5 -950- -� -�_I �6N ` IT jl I ILL/I /// / 950 -T _%14 �- -- 1_ -950 80 VIIIT�d /C //S89°17'34"E 262.06__ -945qA4 943 s 1-iz55_--- 9s�� / i `i` �l i �9x6 +gk�g45 , ' U TLO � / A SELOTCORNER , 94z - - - - -94: > 0 65 -�� /RBOF�'FUM BUSINESS PARK _J I .9 / 8 // / I I' 1 ` 1 FES:944.05 - - x 1 girt�� %\il/� (JJ � l� llll vs Z m I LU U av I GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING GRADES SHALL ALSO BE VERIFIED. 2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY COMPLETED BY SAMBATEK, MINNETONKA, MN (763) 476-6010. 3. BENCHMARK: TOP NUT OF HYDRANT LOCATED JUST EAST OF NORTHEAST CORNER OF PROPOSED PARKING AREA (SEE PLAN) - ELEV = 974.41 (NAVD 88) 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE INSTALLATION OF ANY STORM SEWER UTILITIES. 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK. 7. SEE SHEET C2 FOR STANDARD DETAILS. 8. HOPE STORM SEWER CROSSING ABOVE AND WITHIN 10-FT OF EXISTING OR PROPOSED WATER MAIN OR SERVICES SHALL MEET THE FOLLOWING STANDARDS PER THE MN PLUMBING CODE: C - 10" DIAMETER: AASHTO M252 17- 60" DIAMETER: ASTM F2306 FITTINGS: ASTM D3212 SEE SHEET C6 FOR LOCATIONS OF NEW WATER MAIN AND SERVICES. FILTRATION BASIN NOTES: 9. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS. 10. TRASH GUARDS SHALL BE INSTALLED ON ALL STORM SEWER END SECTIONS. 11. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE A MINIMUM OF C BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION. 12. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTOR 13. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE. 14. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS. 15. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUTTHE PROJECT SITE. NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES, THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDED BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSING FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK 1. CONSTRUCTION EQUIPMENT SHALL NOT BE DRIVEN ACROSS FILTRATION BASIN AREA AFTER BASIN HAS BEEN EXCAVATED AND SAND/MEDIUM HAS BEEN PLACED. 2. DURING CONSTRUCTION OF THE ADJACENT BUILDING AND PARKING AREAS, THE FILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT WITH SILT FENCE. 3. THE SAND -MEDIUM INCLUDED IN THE CONSTRUCTION OF THE FILTRATION BASIN SHALL BE PLACED AS LOOSELY AS POSSIBLE. 4. ONCE THE FILTRATION BASIN IS COMPLETED AND THE SITE HAS BEEN STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE INFILTRATION RATES OF THE SOIL -MEDIUM. THE TEST RESULTS SHALL BE SUBMfTTED TO THE COUNTY AND THE ENGINEER. 5. THE BOTTOM OF THE INFILTRATION SHALL BE SEEDED WITH A NATIVE SEED MIX AND/OR NATIVE PLUGS/PLANTINGS. VERIFY WITH OWNER. 6. FINAL STABILIZATION OF THE FILTRATION BASIN SHALL NOT BE COMPLETED UNTIL THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. FILTRATION BASIN ELEVATIONS FILTRATION BASIN DRAINTILE INVERT SAND I BOTTOM BASIN BOTTOM BASIN OUTLET OVERFLOW GRATE TOP OF BERM FB 1963.50 1 964.00 1 966.50 967.50 969.35 969.50 BASIN BOTTOM LINED W/ MIN. 6' 70%CLEAN SAND / 30% COMPOST MIX CLEAN SAND EC'I < 5% PASSING - , 1_ #200 SIEVE) PERFORATED DRAINTILE - SURROUNDED BY 1"-2" WASHED CRUSHED ROCK IN' DRAINTILE UNLESS NOTED OTHERWISE) FILTRATION BASIN MNDOT 3733 TYPE 1 FILTER FABRIC OVERLYING CRUSHED ROCK / DRAINTILE LENGTH NON -PERFORATED DRAINTILE OUTSIDE OF BASIN SECTION - (4" DRAINTILE UNLESS NOTED OTHERWISE) HAALA PS48-58S POND SKIMMER CASTING W/ WEDGE ANCHORS, OR APPROVED EQUIVALENT (INSTALL PER MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS BERM Ir 1--INV = 967.48 4 LF 12" HDPE Q 0.50% TYP 48" CATCH BASIN (SEE SHEET 7/C2) 66 LF 12" HDPE @ 0.45% lull C C.PYIght 20155 / W T 0 N r N r Y LU r. Sjoquist Architects, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Far 612.379.9263 http //www.sjoquist. com SCHULTZ ENGINEERING & SITE DESIGN 18 South Riverside Avenue Suite 230 Sartell, MN 56377 Ph: (320) 339-0669 Fx: (866) 633-1830 schultzeng@live.com www.schultzengineeringdesign.com I hereby certify that this pion, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Engineer under the laws of the state of Minnesota BRIAN J. SCHULTZ, PE XXIXXI2016 43129 DATE LICENSE NO. Revisions 1621 Sjoquist Project Number 16058 Schultz Eng. Project Number TWEET PEDIATRIC DENTISTRY WON ORTHODONTICS I 7845 CENTURY BLVD CHANHASSEN, MINNESOTA SCALE: V = 30' 0 30 60 GRADING PLAN PROJECT INFORMATION Prefect Description This project will consist of the construction of a new dental clinic facility, with an approximate footprint of 5,700 square feet Bituminous -paved parking lot and driveways, and concrete sidewalk are also included. Storm water management for the project will consist of a filtration basin. Impervious Surface Tabulation (within proposed construction area) Anticipated Disturbed Area 1.27 acres Existing Impervious Area 0.09 acres Proposed Impervious Area 0.54 acres Net Impervious Area Increase 0.45 acres Permanent Site Drainage Site drainage will be routed to a filtration basin via sheeting and storm sewer to be constructed on site. The filtration basin has been designed to filter drainage from 1.1"of runoff off new and redeveloped impervious surfaces as per Riley Purgatory Bluff Creek Watershed District requirements. For larger events, the basin has been provided with a storm sewer outlet, which will route I in the basin for rate control. The basin has been designed not To treated storm water off site. Some storage has been included 9 discharge at Total rates in excess of the pre -developed rates of the 2, 10, and 100-year stone events. FILTRATION BASIN CALCULATIONS Draw Down Time (within proposed construction area) Assumed underlying soils: Poorly graded sands (SP) Total proposed impervious surfacing = 23,700 SF (Ftlter soil media) Required water quality volume = 23,700 sf x 1.1-in = 2,173 cf Assumed groundwater elevation: N/A - ground water was not encountered in any of the soil borings completed in the proposed Filtration Basin construction area Area of 966.50 contour (basin bottom) = 2,264 sf Area of 967.50 contour (basin outlet) = 3,062 sf Provided filtration volume (average end area method) ((2,264-sf + 3,062-sf) / 2) x 1-ff = 2,663 cf Assumed infiltration rate: 0.80 Whir (based on MN storm water manual) Maximum time of infiltration = 48 hrs, 0 min Design time of infiltration = 12 in (1-ft) / 0.80 in/hr = 15 hrs, 00 min (assuming full system to basin outlet) Receiving Surface Waters The following surface waters could receive storm water runoff from this project, and are within 1 mile of the project site: Surface Water Type of Surface Water I Impaired Water? I Special Water? USEPA Approved TMDL for Impaired Water? Comments Adjacent Wetland Weiland No No SEDIMENT AND OTHER POLLUTANTS This SWPPP has been designed mainly to provide erosion and sediment control of naturally occurring soils at this site lie: sands, looms, and clays). Although this SWPPP does address pollution prevention of other man-made materials, it is assumed that these materials will consist of debris from existing structures and pavements to be demolished, or debris and chemicals (le: fuels, new paints, etc.) resulting from new construction. There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials are discovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This SW PPP will then be revised to address he presence and disposal of these additional pollutants EROSION PREVENTION AND SEDIMENT CONTROL RESPONSIBILITIES SWPPP Design Engineer and Qualifications Design Engineer Brian J. Schultz, PE Training Course Design of SWPPP Recert. Training Entity University of Minnesota Instructor John Chapman Dates of Training Course May 7, 2014 Total Training Hours 5.5 SWPPP Coordinator and Qualifications -'Design of SWPPP" is a recertification course offered by the University of Minnesota. The Engineers certification for "Design of SWPPP" is current, and will expire May 31, 2017. Certification documentation is on file at the Engineer's office and a copy can be provided upon request. The Contractor shall provide an individual who shall serve as the SWPPP Coordinator for this project. The SWPPP coordinator shall oversee the implementation of this SWPPP, as well as the necessary inspections (described below) of erosion prevention and sediment control BMPs. The SWPPP Coordinator shall also oversee the installation, maintenance, and repair of the BMP's to be completed in accordance with this SWPPP. The SWPPP Coordinator shall be responsible for the items listed above during the period from the start of the project to the establishment of final stabilization. During this period, the SWPPP Coordinator, or their assigned, qualified (see below) representative shall be available for an on -site inspection within 72 hours upon request by the MPCA. It shall be the Contractor's responsibility to complete the table below, which will identify the SWPPP Coordinator and that person's qualifications. This person shall acknowledge that he/she has been assigned to serve as SW PPP Coordinator and will be overseeing the items listed in this section, by providing their signature in the space below. Please note that this SWPPP will not be considered complete if the table below is not filled in. " Typically, the identity of the SWPPP Coordinator is unknown until the project is awarded. The SWPPP Coordinator may be identified at the project's Preconstruction Conference. SWPPP Coordinator Company Name Office Phone # Cell Phone # Training Course Training Entity Instructor Dates of Training Course Total Training Hours I, hereby (Printed Name) acknowledge that I will be serving as SWPPP Coordinator for this project and will be responsible for overseeing the items identified in this section. (Signature) (Date) The SWPPP Coordinator may assign other personnel to supervise or perform the duties listed above. However, in completing the duties listed above, at least one person shall be trained in erosion prevention and sediment control as related to that particular part of the SWPPP. If the SWPPP Coordinator chooses to delegate some of the duties and responsibilities listed above to other personnel, a list of the personnel, as well as their qualifications, shall be kept with and shall become part of this SWPPP. The qualifications shall be documented in a manner similar to the table shown above. A copy of this list shall be provided to the Engineer. Once the project has been completed and accepted by the Owner, and Final Stabilization has been established and "Notice of Termination" submittedto the MPCA, the Owner assumes responsibility for the long term maintenance of the storm water management system. The SWPPP Coordinator shall be responsible for ensuring that the Contractor property disposes of the temporary erosion and sediments control measures within 30 days after site stabilization is achieved or after the temporary measures are no longer needed. Record Retention The SWPPP and associated records shall be stored and maintained by on employee or representative of the Owner for 3 years after the submission of the Notice of Termination (NOT) Responsibility for overseeing the records will be transferred to another employee or representative should the current personnel become uninvolved with the project or Owner. These records shall Include the following: 1). The final SWPPP 2). Any other stormwater related permits required for the project 3). Records of all inspection and maintenance conducted during construction 4). All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts, covenants and other binding requirements regarding perpetual maintenance 5). All required calculations for design of the temporary and permanent Stormwater Management Systems. BMP INSPECTIONS Inspection Frequency The SWPPP Coordinator shall inspect, or designate someone else who is qualified to inspect (see above), the construction site erosion prevention and sediment control BMPs per the following time frames: 1). Once every 7 days 2). Within 24 hours of a rain event (1 /2' or greater over 24 hours) Inspections shall be conducted per the time frames listed above with the following exceptions: 1). Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of areas with permanent cover may be reduced to once per month 2). Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site must be inspected for a period of 12 months (inspections may be suspended during frozen ground conditions). Following the 12th month of permanent cover with no construction activity, inspections may be terminated until construction activity is once again initiated or sooner if notified in writing by the MPCA. 31. Where work has been suspended due to frozen ground conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or prior to resuming construction, whichever occurs first. Inspection Records The SWPPP Coordinator shall maintain inspection records during construction. These must be recorded in writing within 24 hours of the inspection and/or maintenance activity. The inspection records shall include the following: 1). Date and time of inspections 2). Name of person(s) conducting inspection 3). Findings of inspections, including recommendations for corrective actions 4). Corrective actions taken (including dates, times, and party completing maintenance activities) 5). Date and amount of any rainfall events greater than 1 /2" in 24 hours a). The Contractor shall install and maintain a rain gauge at the construction site in order to verify rainfall amounts. 6). It any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge must be made, and the discharge shall be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. 7). Documentation of any changes to The SWPPP made during construction a). If the SWPPP coordinator observes that a BMP fails on a regular basis and believes that if is ineffective, it shall be his/her responsibility to notify the Engineer of such deficiencies. The Engineer may then amend the SWPPP (see "Amending the S W PPP") Note: Copies of all inspection records shall be submitted to the Engineer. AMENDING THE SWPPP During the construction of this project it may become necessary to amend this SWPPP. Should the responsibility of installing, inspecting and maintaining the erosion and sediment control devices and techniques described in this SWPPP be transferred from the current Contractor to another Contractor, or from the current Contractor to the Owner, this SWPPP shall be updated accordingly. The Owner will also be required to complete an "Permit Modification Form". Should it be determined, during construction, by the SWPPP Coordinator, Engineer, or Regulatory Officials that deficiencies in this SWPPP exist, or if significant changes are made to the design/scope of this project that impact erosion prevention and sediment control, the Engineer shall be notified immediately. The Engineer will then review potential deficiencies and/or significant changes to project design/scope, and make necessary changes to the SWPPP. After changes are made to the SWPPP, the Engineer will issue the necessary documentation, reflecting the changes, to the owner and to the SWPPP Coordinator. The SWPPP Coordinator shall be responsible to make sure that this documentation is added to the on -site SWPPP copy and that the changes described in the documentation is implemented on -site. EROSION PREVENTION AND SEDIMENT CONTROL BMPS Standards and References Materials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shall obtain a current copy of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification sections applicable to this SWPPP, as there are several BMPs that specifically reference these sections. The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with these specification sections. Undisturbed Areas If shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags, stakes, signs, silt fence, etc., and shall be completed prior to The start of any grading operations. Regardless of the delineation method the Contractor chooses to use, the Contractor must communicate to his/her personnel and subcontractors that these areas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in these areas. The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ("green") areas that are not essential to The construction of the project, the Contractor shall avoid construction traffic and maintain the existing condition of these areas. Temporary and Permanent Stabilization All exposed soil areas (including stockpiles) shall be provided With temporary or permanent cover within 14 days of construction activity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales, which drain off -site or to a surface water, and are within 200 lineal feet of The property line or surface water shall be provided with temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall be initiated immediately upon suspension or completion of excavation operations. Temporary Cover: If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 14 days, and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall be placed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule, the temporary cover shall consist of one of the following BMPs: 1). Discanchored Mulch a). Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations for a period That is relatively short, but exceeds 14 days. b). The mulch shall be Type 3 per MNDOT Spec. 3882 c). An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils. d). Mulch shall be placed as per MNDOT 2575.3C. e). All mulch shall be disc anchored as per MNDOT 2575.3D. Prior to the placement and discanchoring of The mulch, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. f). Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional mulch to maintain 90% coverage. 2). Temporary Seeding with Mulch a). Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the temporary seeding/turf is established, the mulch will no longer need to be maintained. The temporary seeding/turf will require very little maintenance. b). Prior to The sowing of temporary seed, The soils shall be loosened and the area smooth -rough graded per MNDOT 2574. c). Contractor shall utilize Seed Mixes 21-111, 21-112, or 21-113 per MNDOT Spec. 3876 for temporary seeding. d). Temporary seeding shall be sown per MNDOT Spec. 2575.3B. e). Once temporary seeding has been sown, mulch shall be placed over The area as described above. Permanent Cover: Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall begin immediately over all exposed areas. This includes areas designated for Impervious surfacing lie: buildings, pavements/gravel bases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious surfacing within 14 days of the completion of finish grading, temporary cover shall be provided in these areas, as described above, until the permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover within 24 hours of connection. Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan): 1). Permanent Seeding with Mulch a). Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent seeding. b). In addition to the plan included as part of this SWPPP, the Contractor shall verify if a Landscaping Plan has been included in the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover lie: sod, hydroseeding, etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this SWPPP. c). Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. d). Contractor shall utilize Seed Mix 25-131 per MNDOT Spec. 3876 for permanent seeding. e). Permanent seeding shall be sown per MNDOT Spec. 2575.3B. 1). Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary Cover), unless noted otherwise. 2). Erosion Control Blanket a). Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be provided with permanent seeding, as described above, beneath the erosion control blanket. b). Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion control blanket. c). Erosion control blanket shall be installed as per MNDOT Spec. 2575.3G2. d). Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding). 3). Riprap a). Riprap shall be placed in areas as shown on the plan included in this SWPPP. b). All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. c). Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the plans. d). Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511. e). Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place some of the riprap in order to provide a dense, well -keyed layer of stones with the least practical quantity of void space. f). The minimum thickness of the riprap shall be 18 inches, unless otherwise noted on the plans. g). Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section. h). Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property fine or surface wafer shall be installed within 24 hours of the completion of finish grading. Sediment Control The following sediment control BMPs shall be implemented as part of this project: 1). Silt Fence a). Silt fence shall be installed at the locations shown on the plan included in this SWPPP. b). Silt fence shall be machine sliced and materials shall meet the requirements of MNDOT Spec. 3886. c). Silt fence shall be installed as per MNDOT Spec. 2573.3B2. d). Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained adequately until upgradient areas achieve Final Stabilization (see below) e). Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the upstream side of the fence reaches 1 /3 of the height of the fence. Repair or replacement of silt fence shall be completed within 24 hours of discovery. f). Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the short-term activity. If rainfall is imminent or forecasted in the near future, new silt shall be installed regardless of if the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with short-term activities. g). Temporary soil stockpiles shall be placed on the site in areas upgradient from silt fence. Where the Contractor chooses to place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence. Under no circumstances shall temporary soil stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches. 2). Catch Basin Protection a). WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this project. WIMCO can be contacted at (952)-233-3055, and their web page is www.roaddrain.com. b). 'Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent surfacing is constructed lie: curb and gutter, pavements, and/or gravel surfacing). In areas designated for turf establishment,'Road Drain Top Slab' devices shall remain in place until Final Stabilization of all upgradient areas is established. c). Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas has been established. d). The contractor shall install and maintain the catch basin protection devices as per the manufacturers instructions and specifications. 3). Culvert Inlet Protection a). Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See plan included in this SWPPP for culvert inlet locations. b). Culvert inlet protection shall consist of geotextile fabric wrapped around, and completely covering the inlet end section. The geotextile fabric shall be the some fabric used in silt fence applications and meet the requirements of MNDOT Spec. 3886. c). The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all upgradient areas has been established. d). Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment reaches 1 /2 of the diameter of the culvert pipe. Repair or replacement of culvert inlet protection shall be completed within 24 hours of discovery. c Cpp#19ht 2015 T 0 4). Temporary Rock Construction Entrance N a). Temporary rock construction entrances shall be installed at the locations shown on the plan included in this SWPPP. See � detail for temporary rock entrance design. N r b). If the Contractor chooses to access the site from locations other than where temporary rock entrances ore specified on the plans, additional temporary rock entrances shall be placed at these locations, as well. I- W c). Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place and be (1) adequately maintained until Final Stabilization has been established. Y d). Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking onto W adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved within 24 hours of 7- discovery. U e). The Contractor has the option to place Type 4 geotextile fabric beneath the temporary rock entrance. The fabric may J extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor chooses to use fabric, it i should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. U f). If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per MPCA requirements. The City may order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that construction activities are resulting in sediment or debris being tracked onto City streets. 5). Filter Logs a). Filter logs shall be installed at the locations shown on the plan included in this SWPPP. b). Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897. c). Filter logs shall be installed as per MNDOT Spec. 2573.3F. d). Filter logs shall be installed immediately after placement of erosion control blanket. e). Filter logs shall remain in place for the life of the project, and shall be allowed to degrade naturally. Dewatering If dewatering of sandy subsoils is required for this project, the pump discharge shall be treated prior to discharge off -site or into a surface water. Treatment of discharge shall be achieved with the use of a "Dandy Dewatering Bag" (or approved equivalent), as manufactured by Dandy ProducTs,lnc. Dandy Products, Inc. can be contacted at (877) 307-0141, and their web page is www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer's instructions and specifications. Once dewatering water has been treated, it may be discharged off -site or to a surface water. The discharge shall be visually checked to ensure that it is relatively clean and not visibly different from any receiving waters. If discharge is noticeably "dirty", the Engineer shall be contacted as additional treatment methods may be necessary. Adequate erosion control shall be provided at the point of discharge if it is located in an area with exposed soils or established turf. This erosion control may consist of temporarily placed rip rap, or other approved energy dissipation measures. The type of erosion control measure shall be at The Contractors discretion, depending on the location of the dewatering discharge and the unique site characteristics. The erosion control measures shall be effective and shall be maintained adequately such that no erosion occurs at the point of discharge. Pollution Prevention Management Solid waste accumulated during construction, including collected sediment, construction materials, floating debris, construction debris, paper, plastics, and other solid wastes shall be disposed of in accordance with MPCA disposal requirements: 1). Building products that have the potential to leach pollutants shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with storm water. 2). Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained under cover (e.g., plastic sheeting or temporary roofs) To prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. 3). Hazardous materials, toxic waste, (Including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum -based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. 4). Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. 5). Portable toilets shall be positioned so That they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. The Contractor shot[ conduct fueling in a contained area unless infeasible. The Contractor shall ensure adequate supplies are available at all times To clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. The Contractor shall report and clean up spills immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall be limited to a defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from the washing activity shall be properly disposed of. The Contractor shall properly use and store soaps, detergents, or solvents. No engine degreasing shall be allowed on site. The Contractor shall provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes shall not contact the ground, and the containment shall be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes shall be disposed of properly and In compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. FINAL STABILIZATION Final Stabilization shall be considered established once The following requirements have been achieved: 1). All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 21. The permanent storm water management system is constructed, and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3). All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed from the project site. BMPs designed to decompose on site may be left in place. ADDITIONAL COMMENTS The Contractor is solely responsible for the cleanup of any wetlands, rivers, streams, lakes, reservoirs, other waters of The State (as defined by the MPCA's General Storm Water Permit), ground or roadway surfaces or other property damaged by construction activity related to this project. Besides the NPDES permit (MPCA General Storm Water Permit), the Contractor shall also obtain all other necessary local government permits related to erosion and sediment control, if applicable lie: Watershed District, County Soil and Water Conservation District, MNDOT, etc.). This SWPPP is intended to provide a plan for addressing the erosion prevention and storm water management issues associated with this project. It is to be used in conjunction with the project plans, specifications, and the MPCA General Stone Water Permit. In addition to the SWPPP, The Owner, Contractor, and SWPPP Coordinator shall familiarize themselves with the actual requirements indicated in the MPCA General Storm Wafer Permit itself and are responsible for compliance with the permit's terms, requirements, and conditions. The Engineer can provide a copy of the permit upon request. Sjoquist Architects, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http.,Ilwww.sjoquist.com z O SCHULTZ ENGINEERING & SITE DESIGN j 18 South Riverside Avenue ccSuite 230 �_ Sortell, MN 56377 U) Ph: (320) 339-0669 Z Fx: (866) 633-1830 O schultzeng@live.com U www.schultzengineeringdesign.com M O 1 hereby certify that this plan, W specification or report was prepared Oby me or under my direct supervision and that 1 am a duly licensed Z Engineer under the laws of the state of Minnesota } tr Q Z 2 J BRIAN J. SCHULTZ, PE W W XXIXXI2016 43129 0- DATE LICENSE NO. Revisions 1621 Sjoquist Project Number 16058 Schultz Eng. Project Number TWEET PEDIATRIC DENTISTRY AND RTH 0 ODONTICS 7845 CENTURY BLVD CHANHASSEN MINNESOTA SWPPP - NOTES i �Q N w J > 0 0 CO r 3 CC w 0 I zx _o LU U N90°00'00%1E RE: 968.9613IE:963.52 g7o63996&,63.99� w w z z o Z gy9 0 0 o j 3 m _ N Q w \ w ZI RE 96Z92 RE:967.7 E: 961.44 R 0 z w � Q a w rc � w a rr U Z 0 U I80 I w 0 1 I0 IY � W r J ZU m LJJ = a U —973- PER PLAN 975 976, —975 RESTRICTED ACCESS lP'4 LAT-OF'- r 1 — �-9ao- — X-O �� `\ f-L DOC. NO. U31151B,SDOd N�.�115� 7 Y _ f.t -CJ._.- T 7-`- � +V Ft -iVJ-W Il'V 1� — `\`\ \ \ o AND MNDOT R.O.W. PgAT A 10 13 I r _ — — — � PER PLAN �— PARCEL 311 'FiINRESOTA pEpglfiMFNT OF--TRAidSp6RT I N - NO TH IN��O� OI LOT D� - RIOT -`OF WAY PLEA- NO. 10-13 (DOC. NO. T715101 1� L-15 ' R=562c9:58 A=1°34>�6„ LS 172'J \•9B, �9e0 -S is� —T — _ — _ 982 OTE: SOD MAY BE PLAN OVER STEEP r'-EROSIWC290TkM,--,� - NV _ — — —-ORA71G�&'Ul1LIT�-- �-1965 1 i-- rt- �960 i� 97, 971PER PLAN 9>06 PER PLAN N — EASEMENT FOR a w SHARED PARKING � _ - PER DOC. NO. o RE:966.39IE:UNABLE nl�-187647 m zTO MEASURE 96, Lu — -967— -967 -965 -------- 1 FT WIDE — — =ggp- BLOCK _--- _—� WALL Rht� 1V7 ��1C� MENT�1'ER-PL-AT-Bf` _ -950_ 1-E9SF�'gJt + �- =ss2- = - L-39.25 _ -ElV >98C Q— I __ {--- ---Z`'CiT3t)_— t� — T-_— — — — — _ _ i S 77255 — A� S89°17'34"E 262.06__. _945. 9hA q43- — — — — — - -N'/i� A LOT1 SE CORNER ,/942- — — — — — -942 ��llll/ Iltl )yk/945 / ,-OUTL0 l6 8�lli ii� i i�` FES .05/ �z- BO��UM BUSINESS PARK 4qL 9kai 9N'" Z 0000 O O �0�00, 000 O_O_O _O �- 6"BUMP FOR KEEPING RUNOFF ON SITE 6" CA-1 COARSE AGGREGATE NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE. TEMPORARY ROCK CONSTRUCTION ENTRANCE STAPLE PLASTIC SHEETING EVERY 5' (TYP) CONCRETE WASHOUT CONSTRUCT BERM AROUND ENTIRE �\ WASHOUT AREA 1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE START OF GRADING OPERATIONS. 2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE DURING CONSTRUCTION IS PROVIDED. 3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY IF MUD STARTS TO TRACK OFF SITE. 4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE PLACEMENT OF AGGREGATE BASE. 10 MIL PLASTIC SHEETING LINER PLACED WITHIN WASHOUT AREA 1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE 10'XI9 2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM CONCRETE WASHOUT AREA AND DISPOSE OF PER MPCA REQUIREMENTS WHEN WASHOUT AREA BECOMES HALF FULL. 3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL LOCATION FOR THE CONCRETE WASHOUT MS NTS C Coppl9ht 2015 0 �' r ' 041d N r ,, ► 2 Sjoquist Architects, Inc i 2800 University Avenue SE, Suite 100 U Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http://www.sjoquist.com Z SCHULTZ ENGINEERING 8 SITE DESIGN j18 South Riverside Avenue D Suite 230 Sartell, MN 56377 Cl) Ph: (320) 339-0669 Z Fx: (866) 633-1830 0 schuHzeng@llve.com U www.schultzengineeringdesign.com it 0 / hereby certify that this plan, ILL specification or report was prepared Oby me or under my direct supervision Z and that I am a duly licensed Engineer under the laws of the state ' of Minnesota Z_ 2 J BRIAN J. SCHUL17, PE W XX/XX/2016 43129 d DATE LICENSE NO. Revisions 1621 3 PLASTIC ZIP TIES S MINIMUM LENGTH STEEL T-POST joquist Project Number AT LEAST 1" APART 6' MAXIMUM SPACING p (50LB TENSILE) POST NIPPLES FACES AWAY FROM I �— V TO 3' —il 1605O LOCATED IN TOP 8" GEOTEXTILE FABRIC L OF STEEL POST chultz Eng. Project Number z GEOTEXTILE FABRIC 6^ � 3' WIDE i M TIRE COMPACTION ZONE f FLOW �I If l MACHINE SLICE 8"- ITDEPTH cv I I 1. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS SLICED, NOT TURNED OVER. 2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL MATERIALS PER MNDOT 3886 IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING INSTALLATION PER MNDOT 2573.3C1 OVER IT WITH A TRACTOR TIRE AT LEAST TWICE SILT FENCE (MACHINE SLICED 4 RIP RAP AT PIPE OUTLETS A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL /\ BLANKET IS PLACED AS PER THE FOLLOWING: \ 1. DIG 6"X6"TRENCH 2. LAY BLANKET END INTO TRENCH \/ 3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT � 4. BACKFILL TRENCH WITH SOIL AND COMPACT 5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1 /3 FROM THE BOTTOM OF THE SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH. EROSION CONTROL BLANKET NOTES: 1. RIP RAP SHALL MEET THE REQUIREMENTS OF MNDOT SPEC.3601 2. SEE PLANS FOR CLASS OF RIP RAP 3. D=PIPE DIAMETER IN FEET (SEE PLANS) 4. OUTLETS ON STEEP SLOPES SHALL BE PROVIDED WITH RIP RAP FROM THE OUTLET TO THE TOE OF THE SLOPE. MNDOT 3733 TYPE 4 GEOTEXTILE FABRIC MINIMUM 6" BEDDING PER MNDOT SPEC. 3601.2B NTS TWEET PEDIATRIC DENTISTRY a , 1 ORTHODONTICS 7845 CENTURY BLVD CHANHASSEN, MINNESOTA SCALE: 1" = 30' 0 30 60 SWPPP - PLAN VIEW Com 10 1 031 i - - I V F- O 915. H I O0< W LO/ W Z / J / I F- �9�d (n / I q1} / N90°00'00"W RE 968.96 13.98 IE: 963.52 g7o/ z z I a J J Z 0 z Z 0 0 m 0 o O Z RE: 967.92 N 24"RCP RE: 967.74 E: 961.44 PER PLAN PER PLAN RE ltr-4757- IE: 353.20 a 0 z w a � w a � Z O U I / 80 >I o � I t / RE: 968 83 IE: 963.99 MATOKEX CtgRB & Gt T 969 Q w > t0 0 a J c� Cal Q O D w 6 U a won 9j2 F'sus\ 97I - - - __ - - - -975 A TRICTED ACCESS 2RILAT-OF- - � Tom]_ F-E- 980- TUM BUSINESS PA .K 7H AD 1796Ny - - - - - -- - - - - C N0�3151B, DOQ N�7�115J 1 �� PER PLAN MNDOT R.O.W. PYAT NO 10 13- _ -- .- - -��` l �1,I " �_ RCEL 311-FIINNESOTA DEPATM ENS -OF- 1RATIpN\-�'NO TH �M 01� OLKTLOT D7- RI�T OF WAY PL�,TN0. 10-13 (DOC. NO. T115101)1L=15 R=5629.58 A=1-34'056" 951 �s tsameN .-€XISANGMATE LITYPREWLDEDTOPGSAPHCSURVEY-MAT£tfEXMMM_992 ONLERACLQR SEAL `/ERIFCURB &�UTiER _9ea EMHS, SIZES,ANDMA L 41POSTBENCHMA 6�11° 6\END �6612£iJRB-& O \\ - 6 GATEVA_L Q A / ONCRETE fs{JTTERI-TYF'r �9 X / y5- 973 P C20^per / SIDEW//�Av I/K (TYP) � � � g - - �-rr�- BM 1 � O.� P y97 5 / l B (- �'v LIGIT -DIl z m -� C,1�' 91 __ - BITU INO S = y v P O' Gj XCTEE PAV ME (TYP) M �,6. 6' 90° BEND - ■ QP 00 C 37.2 975� / 9�p C90p PV CH Q TINT; . ,, / PER PLAN PA EMENT q61 4A t i / 91S / WATER 00 PVC W/ g , = WATE ONNECT TO EXISTING TU8 - / U 6" GATE VALVE & BO 5 ( J y1 a SIDEWALK CROSS -DRAIN J (FIRECONTgOL)i SW FLOWLINE = 971.0 O a \\ JO I / 4'q908'PVC WATER SERVICE NE FLOWLINE -9 0�- Cs I �Cs R \/ 7 (DOMESTIC) VALVE &BOX 13612CURB & CONCRETE TIER (TYP,+0� (y �j -- `__ / \\ / SIDEWALK (TYP) / P0- I� LLJI I -971� r l PROPOSED r I / BUILDING—° �91050A° I) I o z / I / --FEE = 972.00 6" PVC o-�,; / `ti( r I _ EAVY-DUhi°i� j / @ 1.00% 4JJ LIGHT -DUTY O BITUMINOUS j lI _MIN. 4 BITUMINOUS I VENIENT -T PAVEMENT T\ I I f 10/ �gg��AppN�;;. SERVICE (9� _ LOT 2 � I P OX1 1?64.00 y5� ) ST Te5Bg CLEANOUT J 1 11 1 i B�ER (TYP) 0 I \ / LIGHT-DUTYLd CID! \ / BI UMINg�UOUS' i I +9 N i -qb 969� PAVEMENT II I \ 969 CLEANOU T (TYP) B612 CURB & MATCH CONNECTIO 0 _ - I. GUTTER (TYP) {I P /E E��01 UMINOU ' I 0 FT EA SEVEN FOR ACCESS _ - G { I _ / 1166 AILS "3 I U PO S PER DO NO. 143J3 U I \ *9� QCON ..: . ill 11111111 _0 PLAN ' _ CONNECT TO EXfSTIN / �� ✓T S-$gj TARY STU _ P STRIAN EAS NT FOR A'88.48 4 "W 7 40 RE 967. PED AN PER PLAN < - LINE / ^ MARQUEE / PEk O:IELD VIER IPija R,�M T_Y� _ Un Y PURPOSES - y_ 7ir s p (TYp€ASEMENT FOR LOT 1 \SIGN / ARB( _ ,U` l PER I - SHARED PA/?KING fit_ / SlNESS PARK v IRN ' �_ �� PER DOC NO. 0 "---�-r- �.s / GU \ ) /-187647 ow BITU INOU I - -`� i J EX PAVE RE:966.39 �m it PAV O'16 "CM>? 6 \ I O - - - °J r Z IE: UNABLE / 6.22 � ! _ I _ _ i_ \ - TO MEASURE e6U w /- 24"PVC \ 24'PVC u' yy�.�_ -967 � '- �- -967 �- __ _ + J6229� ---- �ASTZIPT� _� -965 1` 0) - -« z -:_ _M8848"v,�YY _ _ AL#-6ROS5-SLmP.j15'S UNLES ERWISE-NQ)TEB, U CV 10 �V,,� \O 06�- -I PDOC- E %-,f A�_- - - - 1 FT WIDE j-•-' II `�07/ - - _ - �ya�'9>250 L-960�._ �960- BLOCK II J S8 04'rE `� E 797. 79 - -�- - --„ _ WALL -/-- / L xls�r�le,1zTJse� ONTRAC-TORSTiACCT2�MT2V_E ALL_- -_-r- - - = �'` / -�o�e I_y _ - d=4•�,g"50•• TINN�fiU�B E7fASTRdPi P�VFJ+AENTS,-CURB &FiUTTER1 955-� - - - - _ -v _ - ' 466 00 367 / ND'�fT MINeUS TRRAIL71$7`lECES$ I- % -5-- m yh g55. _ Fq NEW-CONSTRUM N_ _ -_-r_- R-AE-,S`E-M.ODE-✓- -I -_- - -- 7�OR /J i1tYTY �S€MENT L'ERGAF BF - � E� �4 NOTE: TP5NS AREGSADEBN�E�Q_ER�A =952- - - ✓=3g.25�- - 1 // R filf/�,1 $!i5/1yESS-PA-64H-A06fT/17�i = -95D- I-E4SErbtEj�- ID>E-iQPc7C�fnrnlE-SURYE - _ I /��j / i50- _ _ - _ - =T = _ =T j eONMkCTAR_SN_&WyEERIFYPIPE 7_-- - - II--II-I _ �/ '� I ') 1NY.ERI37ZES�4ND-0A�IERIAL_ I - _ _ o -L7 7 � c T �qR 11 I ( - S89°17'34"E 262.06_ -q45 .9>A I/ 943 - - i s 17255= _ - JI �I LII /II / I I 1 r s's 9hj945_ _� J / �UTL_�T / A SE CORONER ,/942- - - - - - -942 �II ��I��11 * /-AA�BOF�E_UM BUSINESS PARK 1 6 8' I I I I 1 1 11 FES. 944.05 / 1 UTILITY AND SURFACING NOTES: WATER AND SANITARY SEWER UTILITIES 1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE. 2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING SANITARY SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED OR LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE. 3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES SANITARY SEWER, WATER MAIN, OR ASSOCIATED SERVICES, INSULATION SHALL CONSIST OF AN 8-FT X 8-FT SQUARE OF 3'-THICK RIGID INSULATION. INSULATION SHALL BE PLACED BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION PARALLEL TO THE PIPING AS MUCH AS POSSIBLE. 4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE MINNESOTA PLUMBING CODE 5. SEE SHEET C3 FOR STORM SEWER GRADING, AND SHEET C2 FOR MISCELLANEOUS DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES. 6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUS) FOR THE INTERIOR PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER SERVICE OWNER/CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT FROM THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PRIOR TO THE INSTALLATION OF ANY SANITARY SEWER OR WATER UTILITIES. CONSTRUCTION OF SANITARY SEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER THE PLUMBING PERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVE BEEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS, SURFACING 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET C1). TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 2111) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. 5. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. c OopNight 2015 0 r N r W U0 Y W o I r♦ , �� A Sjoquist Architects, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http://www.sjoquist. com SCHULTZ ENGINEERING & SITE DESIGN 18 South Riverside Avenue Suite 230 Sartell, MN 56377 Ph: (320) 339-0669 Fx: (866) 633-1830 schultzeng@live.com www.schultzengineeringdesign.com 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 Engineer under the laws of the state of Minnesota BRIAN J. SCHULTZ, PE XXIXXI2016 43129 DATE LICENSE NO. Revisions 1621 Sjoquist Project Number 16058 Schultz Eng. Project Number TWEET PEDIATRIC DENTISTRY AND ORTHODONTICS 7845 CENTURY BLVD CHANHASSEN, MINNESOTA SCALE: V = 30' 0 30 60 UTILITY & PAVING PLAN C402 PLANT SCHEDULE SYMBOL COMMON NAME BOTANICAL NAME QUANTITY SIZE MET1400 REMARK KARL FOERSTER CALAMAGROSTIS ACUTIFOLIA 85 03 CONTAINER I © CHINESE SILVER GRASS MISCANTHUS SINENSIS 45 83 CONTAINER 2 © LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 81 • 1 CONTAINER 3 OD GOLD LACE JUNIPER J GOLD LACE 20 1 ' 5 CONTAINER 4 QE RED MAPLE ACER RUBRUM 13 2i2" BALL 4 BURLAP 0 BLUE GREEN MOOR GRASS SESLERIA HEUFLERIANA 91 ' 1 CONTAINER 5 0 UPRIGHT JAPANESE YEW TAXUS CUSPIDATA 'CAPITATA' 10 4' BALL t BURLAP O SCOTCH PINE PINUS SYLVESTRIS 4 8' BALL t BURLAP REMARKS: I PLANT 3' OC 2 PLANT 4' OC 3 PLANT 2' Or- 4 PLANT 5' OC 5 PLANT 18" OC ESTRICTED ACCESS PER PLA T OF A ORETUM BUSINESS PARK 6TH ADDITION, II/ DOC. NO. 31518, DOC. NO. 115101 _�- - AND UNDO R. 0..W. PLA T NO. 10-13 PARCE 131 B, `btt SOTA DEPARTMENT OF TRAN;PO,�ATION NORTH LINE OF 0' LOT D RIGHT OF WAY PLAT N_-O:__ -13 (DOC. NO. T115101). �— LS 17255 LS 15480 p 4H N H '76. 1T7 y DRAINAGE & UTIL%TY e* f E d SEMENTS PEl7 PLA T OF Q� 41 N x41 N /� - H `" q RBORETU1bfRUSINES3 PARK I �P� POST /0 G OG �,r G 6T-,HlF/ON E. A.� B PROS / q --- _ LCH I 25 n.� O QTY 13 1 - I V h i Q!v y1�QG 4 MULCH co <v � m H- � Ct . . . . . . CNI�- —_— __— — — 0 I � Q- �� O Q � A 70 r'. rtiN''brua BUILDING SETBACK J I Q O / TABLE CITY II F- I � S / F �Q /rY 26 HATCHED AREA TO SEEDED • A . kQ " WITHSUSTAINABLE LANDSCAPING • • .1�� F�� QTY 4 . •, ;_ INDIGENOUS wf LINATOR FRIENDLY MIX 't�P�t�P�� - •' • _ z POLLINATOR MIX FOR DRY TO MESIC SOILS Q ti��•� ®# r GRASSES. BIG BLUESTEM 8%, CANADA WILD E / `; �� YPRUS RYE 4%, POINTED BROOM SEDGE 35%, BLUE 10 . . •• CH JOINT GRASS 3.25%, FRINGED BROOE 2.15%, / •••• F LITTLE BLUESTEM I %, SWITCH GRASS 0155, B CYPRUS CIL*V GRASS 0.25% \ QTY 5 •• 21 MULCH * CY S WILD FLOWERS: TALL BLAZING STAR 8 1 A •� ~' MULG AMP MILKWEED 95%, JOE-PYE WEED 1%, �� A RPLE PRAIRIE CLOVER 5%, NEW ENGLAND �, ' ! A l • I Qn T ASTER 5%, BLUE VERVAIN 6%, GOLDEN E ALEXANDER 45%, WHITE PRAIRIE CLOVER 1%, = .• •' D A QTY E BONESET 5%, COMMON OX-EYE 5%, SMOOTH C. '•� F QTY 6 ASTER 4%, IRONWEED 4%, BLACK-EYED • SUSAN 5%, CANADA MILKVETCH 3%• WILD I . ' • �•••• QTY T • N • BERGAMOT 3%, STIFF GOLDENROD 2% - - • - r . _ z _ • _DING SETBACK - Y Y i a I� SjoquistAmbimas, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fae612.379.9263 http:l/wimVoguut com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of BM 1 MIN ES TA j6]SIgnature CL ROBERT50N 122215 Architect Registration AN 2011, 01, 05 Date CLR CLR Drawn Checked Revisions ow r NEW BUILDING TWEET PEDIATRIC DENTISTRY w aPV? O �DQ .NQ 143132 � RE; 966.43 - I QTY S I L IE:9B3.�O<YE I _ E- .�. IE:963.45E , BM 2 a�w IE : 962.83SW 58.96 3.52 10 e 12"RCP — RE: 968.83 PER PLAN - IE:963.99 / - DRAINAGE & I RE: 967.44 w z WEST _ T/L/TY EASEMEIL/TS _ _ _ EASEMENT_FOR _ I E�g A EMEN PER PLAN Q a w LINE MARQUEE PER PLAT OF I UTILITY PURPOSES ++ J SHARED PARKING �. J LOT 1 SIGN oC ARBORETUM PER DOC. NO. T z > N BUSINESS PARK °o o T-187647 PER DOC NO. o O 2 I / DDI 770A/ o 1-187647 M Q • 4 w 9 _ .22 i-0 - 24PVC MNE oO O - �a UR 7845 CENTURY BLVD 24"PVc CHANHASSEN -®956.12 24RCp MINNESOTA 967.74 361.44 _ } - -- 20 T STORM LOT 1 PER PLAN - dYER - o II _-_ PER D EASEM o PER PLAN O �_�__ - OC NO 7-1 132 h RE 968.4 Lj CL a WIDE � PER DOC, N0, TSEMENT _ >88954 oz DRAINA GE & UTILI TY EASEMENTS PER PLA T OF I E �A�1E ARBORETUM BUSINESS PARK 6TH ADDITION EA OS PE NOS TlrA/L 10 I D N DOC N i O. I10 —. _ —. — — — — — — — — — — r' L0 -- -- _ LANDSCAPE PLAN 80 SW CORNER , , „7 , SE CORNER MEM LANNORTH I L=101 51TE 5TAT15TIC5 51ZE OF PARCEL GR055 FLOOR AREA PERCENT OF 51TE COVERED BY BUILDING 51TE COVERED BY IMPERVIOUS SURFACE 51TE COVERED BY PARKING PARKING SPACES REQUIRED / PROVIDED 55,520,11 5Q FT / 2.03 ACRES 51100 5Q FT 6.44io 35,519.95 50 FT - 40,113% 26,515.11 5Q FT - 30 36 io �Oill 0 O I LJ I J Q a �w a 38.96 3.52 rl2'RCP ~ R1: 1 zoQm oZ II 918.83 IE:963.99 ,i a> WE S T a J LINE J �LOT 1 44 O Am QZ ~ Cl) 0 oz ¢ o _ Fy _ CP 967.74 24 Ro CD 0 361.411 } PER PLAN p IIPER PLAN O IE: 53.20 a m Z w Q w Li w O I I I RESTRICTED ACCESS PER PLA T OF ARBORETUM BUSINESS PARK 6TH ADD/T/0N, _ DOC. NO. 31518, DOC. NO. 115101 AND UNDO R. 0. W. PLAT NO. 10-13 NORTH LINE s ---PPROPERTY LW 41Nx41N Q- ,� I POST O K A1,11 Ci�// O QQ�CaP S� (�,EC44ANICAL OTCH" IN HIGH ROOFS TO /1G ROVIDE SCREENINGFOR EQUIFMENTX� 80I III IN I r SW CORNER I nT i 51TE PLAN P = 20' FUTURE 2250 OF BUILDING EXPANSION+--� PARCE 3 1L 11 B, SOTA DEPARTMENT OF TRAIN POTATION 0 LOT D RIGHT OF WAY PLAT N0: TU-13 (DOC. NO. T115101). LS 17255 DRAINAGE & UTILITY SE CORNER SjoquistArchitcas, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 httpli5vwm.ajoguist. com I hereby certify that this plan, specification, or report "a prepared by me or under my *act supervision and that I am a duty Licensed Architect under the laws of the state of BM 1 MIN ES TA h Slgnature CL R06ERTSON / 22215 rchiiect Registration PER PLAN 2011.01.05 Z Date ° CLR CLR a Drawn Checked Revisions C� } zn —Jz Q 1621 Project Number L 0 T 2 T PER PLAN EASEMENT FOR SHARED PARKING PER DOC. NO. T-187647 4 RE:966. IE: UNABLE TO MEASUR s r— EAST LINE LOT 1 LS l/[55 NEW BUILDING TWEET PEDIATRIC DENTISTRY 7845 CENTURY BLVD CHANHASSEN MINNESOTA I' = 20' SITE PLAN AS101 ©cooMam son ROOM FINISH SCHEDULE ROOM " ROOM NAME FLOOR BASE WALLS CEILING CEILING HT REMARKS 101 VESTIBULE PT PT VWC ACT I II'-&" 102 RECEPTION PT PT VWC OPEN 16'-0" 103 COATS PT PT VWC OPEN I6'-0" 104 PATIENT LOUNGE CPT CPT VWC OPEN 16'-0" 105 KID LOUNGE CPT CPT VWC OPEN Ib'-0" 106 ADULT LOUNGE CPT CPT VWC OPEN I6'-0" 101 TOILET ROOM PT PT PT / VWC ACT 1 8'-0" 108 REAPPOINT CPT CPT WIG ACT 1 10'-0" 109 RECEPTIONIST CPT CPT VU1C ACT 1 9'-0" 110 OFFICE MANAGER CPT CPT V1.11C ACT I 9'-0" III HALL CPT CPT A1G ACT 1 10'-0" 112 PAN CPT CPT A1C ACT I 9'-0" 113 GIVE-AWAY CPT CPT A1G ACT 1 10'-0" 114 LACTATION CPT CPT VIUC ACT 1 9'-0" 115 HALL CPT CPT VWG ACT I IO'-0" IIb X-RAY CPT CPT VIX ACT 1 9'-0" III X-RAY CPT CPT V.UC ACT 1 9'-0" 118 FAMILY AREA CPT CPT VWC OPEN VARIES U9 HYGIENE PT PT A1C ACT 1 9'-0" 120 HYGIENE PT PT 1A1C ACT 1 9'-0" 121 HYGIENE PT PT VWC ACT 1 9'-0" 122 HYGIENE PT PT VWC ACT I 9'-0" 123 TREATMENT PT PT VWC ACT 1 9'-0" 124 TREATMENT PT PT VWC ACT 1 9'-0" 125 TREATMENT PT PT Ax ACT 1 9'-0" 126 HALL CPT CPT VWC ACT 1 10'-0" 12l TOILET ROOM PT PT PT / VUIC ACT 1 8'-0" 128 DOCTORS OFFICE CPT CPT VWC ACT 1 9'-0" 125 DOCTORS TOILET ROOM PT PT PT / VWC ACT I 8'-0" 130 HALL CPT CPT VWC ACT 1 10'-0" 131 STERILE SV VB VWC ACT 1 9'-0" 132 HALL CPT CPT VWC ACT 1 10'-0" 133 MECHANICAL CONC CONC PNT ACT 1 10'-0" 134 OFFICE CPT CPT VWC ACT I 135 OFFICE CPT CPT VWC ACT 1 9'-0" t3b STORAGE SV VB PNT ACTI 12'-0" 131 STORAGE SV VB PNT ACTI 12'-0" 138 HALL CPT CPT VUIC ACTI 10'-0" 139 TOILET ROOM PT PT PT / VWC ACTI 8'-0" 40 STAFF LOUNGE CPT CPT VWC ACTI 10'-0" 141 LAUNDRY SV VB VWC_ ACTI 8'-0" 142 HALL CPT CPT VWC ACTI 10'-0" 143 j LOCKERS / GOWNS CPT CPT VWC ACTI 8'41" 144 RISER ROOM CONC VB PNT OPEN 145 JANITORIAL CONC VB PNT ACTI 8'-0" 146 GAS CLOSET CONC VB PNT OPEN 141 STORAGE CPT CPT VWC ACTI 10'-0" 146 TRASH / RECYCLING CONC VB PNT OPEN I6'-0" 149 STAFF ENTRY / COATS PT PT VWC ACTI 10'-0" KEY- ACT ACOUSTIC CEILING TILE PT PORCELAIN TILE CONC FINISHED CONCRETE ST STONE CPT CARPET SV SHEET VINYL CT CERAMIC TILE VWC VINYL WALL COVERING GB GYPSUM BOARD VB VINYL BASE PNT PAINT WD WOOD SEE FINISH MATERIALS SCHEDULE (SHEET A-131) FOR MORE INFORMATION ON FINISHES IC C I91 M 0 134 U_ 123 J 0 3\ In 141 t41 ;Q n \ 110 > 106 v o _NIS 103 133 Q, o III 132 136 �� 129 ❑ � 144 _ 113 __ - 5o - -. � Vic; 12m +---n rr--n RIB ri, Fff rl Ti f L•J SjoguistAmbitcas, Inc 2800 UnipersizyAvenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http://mww.Sjoguist. com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MIN ES TA Signature CL R05ERT50N / 22215 Architect Registration 2011. 01- 05 Date CLR CLR Drawn Checked Revisions 1621 Project Number 0 NEW BUILDING TWEET PEDIATRIC DENTISTRY 7845 CENTURY BLVD CHANHASSEN MINNESOTA 1/4" =1'- 0" FLOOR PLAN 1 2 3 NORTH FLOOR PLAN 1/6" - 1,-o,, A=101 ©cwyrw my EXTERIOR FINISH SCHEDULE FINISH ITEM MANUFACTURER COLOR REMARKS CMU 1 CONCRETE MASONRY SILL ROCKCAST SMOKE GRAY SATIN FINISH 4%' x 3%' x 23%' CMU 2 4" CONCRETE MASONRY SILL UNIT ANCHOR BLOCK MIDNIGHT W4688LS - BURNISHED CMU 3 4" CONCRETE MASONRY UNIT ANCHOR BLOCK MIDNIGHT BURNISHED CMU 4 4" CONCRETE MASONRY UNIT ANCHOR BLOCK MIDNIGHT ROCK FACE CMU 5 CONCRETE MASONRY SILL ROCKCAST SMOKE GRAY CHISELED -FACE FINISH EIFS I EIFS DRYVIT DOVER SKY SANDPEBBLE FINE 104ST COLT 1 GLUE LAMINATED TIMBER STRUCTURAL WOOD CORP NATURAL ARCHED BEAM COLT 2 GLUE LAMINATED TIMBER STRUCTURAL WOOD CORD NATURAL FLAT BEAM GLT 3 GLUE LAMINATED TIMBER STRUCTURAL WOOD CORP NATURAL 12' x 11' POST HP I HARDIE PLANK JAMES HARDIE AGED PEWTER 6' LAP SIDING FDFM I ROOFING FIRESTONE UNA - CLAD CHARCOAL GRAY STANDING SEAM UC3 PFM 2 ROOF EDGE FIRESTONE UNA - CLAD CHARCOAL GRAY PFM 3 FASCIA FIRESTONE UNA - CLAD CHARCOAL GRAY PFM 4 SOFFIT FIRESTONE UNA - CLAD CITYSCAPE UC500 8'FLUSH PANEL PFM 5 CUSTOM FLASHING FIRESTONE UNA - CLAD CITYSCAPE STN I STONE TWIN CITY BRICK C05ALT CREEK TRP'I I EXTERIOR COMPOSITE TRIM MIRATEC WHITE WOOD TEXTURE WIN I WINDOW ANDERSON WHITE ALUMINIUM CLAD TRM I PFM I PFM 3 PRI 2 GLT I EIFS 1 CMUI WIN I TRM I CMUI S I CMU PFI✓ FFM FFM CMU CMU CMU EXTERIOR ELEVATION - EA5T 1/8" = 1,- 0" B, EXTERIOR ELEVATION - NORTHWE5T 1/8" = 1,- 0" FFM I PFM 3 EIFS I CMUI WIN I TRIM I CMU I CMU I STN I CMU CEXTERIO PR1 I PFM 3 FFM 5 CMU 5 :i" WIN 1 CMU I��JI11 CMU 3 —� - _D2 _ EXTERIOR ELEVATION - 5OUTEA5T n _')ml 'A" - I'- 0" VATION - NORTNEA6T B2 EXTERIOR ELEVATION - omi 1/8", P- 0„ 5T oL TOP OF LOW ROOF IW'-10Tb" � TOP OF PLATE SjoquistAvchitects, Inc 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 612.379.9233 Fax 612.379.9263 http://mx>w.s oquist.com I hereby certify that this plan, specification, FLOOR or report was prepared by me or under my IMI 0" direct supervision and that I am a duly Licensed Architect under the laws of the state of MIN ES TA Signature CL ROBERT50N / 22215 Architect Registration 2011, 01, 05 Date CLR CLR Drawn Checked oL TOP OF HIGH ROOF oL TOP OF PLATE II6'-& TOP OF VAULTED ROOF FFM I Y 1211-S3/g^ FFM 3 FFM 2 GLT I OL TOP OF PLATE lie-0" EIFS I J1 TOP OF PLATE CMU, HP I TRIM WIN I CMUI CMU I STN 1 3 •4 h TOP OF VAULTED ROOF 111'-534" TOP OF PLATE II6'-v Revisions 1621 Project Number NEW BUILDING TWEET PEDIATRIC DENTISTRY 7845 CENTURY BLVD CHANHASSEN MINNESOTA 1/8" =1'- 0" EXTERIOR ELEVATIONS EXTERIOR FINISH SCHEDULE EXTERIOR ELEVATION - SOUTH I A=201 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Lum. Lumens 3 AA SINGLE 0.900 MCGRAW GLEON-AF-04-LED-El-T4FT MOUNT ON NEW 25FT POLE WITH 21FT BASE 225 24156 1 BB SINGLE 0.900 MCGRAW GLEON-AF-04-LED-El-T3 MOUNT ON NEW 25FT POLE WITH 21FT BASE 225 24017 2 CC SINGLE 0.900 INVUE ARB-B3-LED-DI -T5 MOUNT ON 1 OFT POLE WTIH 2FT BASE 86 8511 2 DD SINGLE 0.900 MCGRAW GLEON-AF-04-LED-El-T4FT MOUNT ON EXIST POLE AT APPROX 25FT 225 24156 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min SITE GROUND Illuminance Fc 1.68 6.8 OA N.A. N.A. PARKING NORTH AND CENTER Illuminance Fc 3.08 5.7 1.3 2.37 4.38 PARKING SOUTH Illuminance - - Fc 3.01 6.3 1.1 2.74 5.73 Luminaire Location Summa LumN Label X Y _ Z Orient Tilt 24 AA 211.4 1 161 07 180 0 25 AA 232.9 211 27 134.944 0 26 BB 202.3 323.3 27 270 0 27 CC 161.1 272.6 12 0 0 28 CC 189.4 237.5 12 0 0 29 DD 63.5 76.4 22 90 0 30 DD 256.3 71.9 22 90 0 31 AA 159.5 73.6 22 90 0 GLEON SERIES GENERAL NOTES ARBOR SERIES A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITY FOR THE INTERPRETATION OF THIS CALCULATION OR COMPLAINCE TO THE LOCAL, STATE, OR FEDERAL LIGHTNG CODES OR ORDINANCES. B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTION DOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCE OF THE PRODUCT. C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ON OBJECTS/SURFACES. 0.1 11 0., 0..2*b.2 0.2 66 2 1 0.100 _ .1 .2._ 02 -. 93"'9C, , fA 0,3 _. 0.3_. 0.2 0.1 0.1 0.1 o.o o.o 0.0 / 0.1 0.1 0.2 0,22 -5 0.,4 0.5 0.5 - b.5 0.4 0.3 0.2 0.1 0., 0.0 0.0 0.0 0.1 0.2 0.2 0.2 00..3 0.6 0.9 '41fC 1.0 0.7 0.4 0.2 0.2 -0.1 0.1 0.1 0.1 0.5 fc n S 0.1 0.2 0.3 0.5 0.8 -- 1.0 *12fC' 1.7 2.3 2.9 2.5 1.9 1.3 1.1 0.9 .0.6 0.3 0.2 0.1 0.1 5„ BB :c j 0.1 0.2 0.3 0.6 1.1 1.8 2.6 3.2 3.2 3.0 3.3 3.1 3.3 28 20 1.2 0.7 0.4 -2 0.1 - - 0.1 0.3 0.5 0. 1.4 2. 2.8 .0 3.2 F33 3.7 3.5 3.2 3. 26 10 1.4 0.8 0.5 0.3 0.2 0.1 0.2 0.6 .0 1.8 2.3 3. 4 3.7 39 44 42 37 3 25 9 1. 0.9 0.5 0.3 0.2 0.1 0.2 .4 3.9 4.3 14.3 4.0 3.9 4.0 3.9 3.6 3.1 2.4 1.8 .3 0.9 0.5 0.3 0.2 0.0 3. 3.a 14.9 4.2 3.3 3.1 3.0 2.8 2.5 2.1 1.6 1.2 1 fee 0.5 0.3 0.2 4. 4.0 4.3 3.2 2.7 2.4 2.2 2.0 1.7 1.4 / L1 0.8 0.4 0.2 0.1 �\ 4. ' .8 4.2 3.6 3.0 � .4 2.1 1.8 1.8 1.2 0.8 0.4 0.2 0.1 /12.1 . . 1 �.9 4.7 Y2 3.0 2.5 2.2 1.71.6 0.8 7J3fC 0.1 0.1 I �. /1.7 .0 .1 .4 4.6 4.0 3.7 3.2 2.3 12 1.9 0.7 0.2 0.1 �7 1.1 ' .5 � .1 4.1 3.6 5.2 5.2 3.8 2.9 2. 1.2 0.30.2�-ic 0.1 4.3 5.2 5.7 5.2 4.7 3.3 2.0 0.6 0.3 0.2 0.1 � 1.5 1.7 2. 2.5 3.1 3.9 4. 4.9 3. 3AA.3 1.4 0.7 0.4 0.2 0.1 1 1.4 1.6 1.8 2.2 2.7 .3 4, 3.6 3.1 2.2 '1.2 0.6 0.4 0.2 0.2 I 1.3 1.4 1.7 2.1 2.8 5.2 2.4 1.5 1.2 0.8 0.5 0.3 0.2 0.1 2.2 3.4 1 1 4.5 10 .6 1.3 .91 0.6 00.3 .4 0.2 0.1 l i 1.3 1.4 2.2 3.5 -- :4---�-3.4 � 3.7 2.1 1.3 0.8 0.5 0.3 0.2 0.2 0.2 AA o.1 0.1 0.2 .2 _ .2 .2 0.2 0.1 .2 1.4 1.5 1.8 2.1 3.7 4.4 3.73.7 `4-.9 2.9 *1.4 0.8 0.5i'. 0.4 0.3 0.2 0.2 0.25 fc 0.1 0.2 0.3 .4 4-- - A---ff.4--1..4 �.4 1.5 1.6 1.8 2.213.4 4.2 3.3 4.0 2.4 '1.4 0.9 0i.� 0.4 0.4 0.4 0.3 0.3 5f 0.1 0.3 0.5 .7 .8 ,9----0:8- ,.0 .0 7.9 2.0 2.2 2.5 3.4 3.9 3.7 4.4 2.0 1.5 1.2 1 -0:9 _ 0.8 0.7 0.7 0.6 0.4 0.2 0.1 0.1 0.1 0.3 0.6 ).OfC-------__._. _. 2.3 2.5 2.7 3.0 13.3 3.7 4.0 2.0 1.6 1.5 1 1.5 1.3 1.2 1.1 0.8 0.5 0.3 0.1 0.1 0.1 0.3 0.7 1.1 1.4 1.6 1.8 2.1 .0 2.0 2.0 2.0 2.0 2.3 2.4 2.9 2.9 2.9 3. 1,9 1.9 1.7 1.5 1.4 fl.OfC 0.8 0.3 0.1 0.1 0.1 0.3 0.7 1.1 1.5 1.9 2.3 2.6 .5 2.3 2.0 2.0 2.0 2.1 2.3 2.7 3.1 3.2 3.0 2.9 2.9 3.7 2.8 2.0 1.9 2.1 2. 2. 2.0 1.7 1.4 1.1 0.60,'5 9 6 0.1 0.1 0.1 0L ;.1 1.8 2.7 4.1. 4.7 3 6 *.4 2.1 2.0 2.1 2.5 3.5 4.2 4.4 4.1 3.3 2.7 2.6 2.2 2.0 2.3 3.0 3.3 3. 3.0 2.2 1.6 1.1 0.6 0.3 0.1 0.1 0.1 O. a2J fC0.8� 1.8 2.3 3.1 5.2 6.1 .2 .8 2.B 2.4 2.5 2.8 4.2 5. 6. .6 I{p.7 2.8 25 2.3 2.3 2.7 4. S.P 9 4.8 2.7 1.9 1.3 0.7 0.�.2 cJOfc 0.0 0.1 0.2 0.7 1.7 0 14.0 - -4.1 4.7 - -2-5- 4.6 4.7 4.4 3.3 2.6 1.6 0.7 0.2 0.1 AA DID 0.0 0.0 0.10.2 0.6 1.2 1.9 3.1 4.7 6 11 --*2.4--*1-5 -14._ 2.3 3.5 5.1 5.8- 6. 5.2 3.6 2.3 1.0 0.4 0.1 0.1 ---------- 0.0 0.0 0.1 0.1 0.1 0.2 0.6 1.2 1.7 1.5 1.0 0.4 0.3 66 2548 0.4 ).0 1.9 2.5 1.6 0.8 0.4 0.3 0.3 0.4 0.6 1.3 2. 2. 1.4 0.6 0.3 0.2 0.1 0.1 0.0 0.5 fc o.o o.o o. o.t o.1 o.z o.a o �.7fe o.7 0.5 0.3 0.2 o.z o.z o.3 os o.e i}sfC o.e os o.3 o.z o.z o.z o.a oa Y. >♦ fC oe �' b.a 0.2 0.1 0.1 0.0 0.5 fc - _' 0.0 0.0 0. 0. 0.1 0.2 0.2 0. 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 '�45 fiCb 0 0.4 0.3 0.2 0.1 0.1 0.0 0.2 0.1 0., 0.1 0.2 0.2 25 fa 0.2 0.2 0.1 0.1 0.1 0.0 Plan View Scale: 1 inch= 25 Ft. p W W Q O Z C Cd U Cl) F- U W 0. F- LU W II PAGE 1 OF 1