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CAS-06_CANINE CLUB & SPA - 2910 82ND STREET (SEE ALSO 2008-11)The Canine Club and Spa Noise Abatement Plan 2910 82n" Street Chanhassen, MN 55317 Our objective is to decrease the amount of noise coming from the outdoor areas during the daytime hours. We are willing to work with surrounding businesses and try different suggestions to make it a pleasant environment for our neighbors. I. Ultrasonic Anti -Dog Barking System - Dog Silencer Pro This device works by using special sound frequencies to humanely train dogs to stop barking. When the Dog Silencer Pro detects barking it immediately sends a high-pitched sound heard only by the dog. Using this proven method, dogs are safely and humanely discouraged from barking. Our humane training technique uses an age-old principle that teaches dogs to associate their barking with the irritating frequencies. Unlike shock collars that are painful and can be used only on one dog, the Dog Silencer Pro can be used virtually anywhere without you having to ask permission from your neighbors. The Dog Silencer Pro trains dogs to stop nuisance barking (boredom and attention -getting barking) but is designed to have no effect on instinctual or protective barking. II. Decrease Amount of Outdoor Dogs We are able to decrease the amount of dogs we have outside at any given time. We plan to change our routine to that similar to the winter routine where the dogs are housed inside during their break times. Dogs that continue to bark with the use of the ultrasonic device will be brought inside if the barking persists for an extended period of time. CITY OF CHANHASSEN RECEIVED AUG 2 9 2012 CHANHASSEN PLANNING DEPT III. Reevaluation of progress after 6 months We would like to request a reevaluation of the noise level after 6 months time. We feel that our solutions will be successful in lowering the noise level reaching the neighboring businesses. In the event that the noise level is still an issue, we will be willing to consider other suggestions for lowering the noise at that time. Note: The City of Chanhassen has recommended the planting of 15 trees on the property to act as a noise barrier for the sound traveling towards local businesses. The Canine Club and Spa feels that this will not be an effective way to reduce the amount of noise. Our studies, as well as the study done by the City of Chanhassen, have shown that the noise is reflecting off of the water tower behind our property and then traveling down to the neighboring business. There is no position for the trees to be in that will buffer the noise from the outdoor areas to the water tower. Therefore the sound will continue,to travel to the business after the trees are planted. This will only result in an additional cost to The Canine Club and Spa and will not serve as an effective means of buffering the noise level. No barking zone: Technology hopes to `cur -tail' barking BY UNSIE ZUEGE u ege@swpub.com ED were her Jennifer usignan. chael and 1 children. Guardian med, and 3n Angel's erald fea- (UM YUM Icial bars. i, but most I, Claude; brothers, Survivors A Arizona, r, Carolyn e (Roger) kopee; 34 reat-great Ishington. is Funeral :hapman xse er Used We of Westwood city Church Dogs bark when they're hap- py And they're really happy at the Canine Club and Spa in Chanhassen. So much so, their barking echoes off the nearby water tower. While most of the neighboring businesses don't mind the noise, there are some nearby residents who do. Addressing the barking came up when Canine Club owner Karen Swanson approached the city with her proposed building expansion in August. Swanson wants to add 5,281 square feet to the current building, for a totalt. of 26,301 square fee "It's how they laugh," said Swanson. Swanson owns and operates the Canine Club and Spa. The expansion will enable her to offer a wellness center and veterinary clinic to the current facility. The Planning Commis- sion conducted a public hearing on Aug. 21, to review the pro- posal, and voted to recommend approving the site plan, contin- gent on Swanson preparing and implementing "an additional noise abatement/mitigation plan to protect adjacent properties." Swanson submitted a plan that incorporates ultrasonic anti -dog barking system to con- trol dog barking. The system is similar to the bark collars that emit a high-pitched sound when a dog barks. The theory is that the pitch irritates dogs' sensitive ears. Dogs learn to stop barking to prevent setting off the sound. The system was installed on Monday, Oct. 8. In addition, Swanson and her staff will also reduce the number of dogs permitted outside at any one time and remove dogs from the outside who continue to bark for more than five minutes. The noise issue will be re- evaluated in six months and at that time the city could de- termine whether further noise abatement is necessary. That could include planting 15 ever- green trees on the hill north of the outdoor animal courtyard to buffer the noise up the hill. Owner Karen Swanson enjoys a morning romp with guests in the outdoor exercise area at her Canine Club and Spa in Chanhassen. About the (anine Club and Spa 2910 82nd Street, Chanhassen Hours: Monday -Friday 7 a.m. to 7 p.m. Saturday 8 a.m. to 6 p.m. Sunday 10 a.m. to 6 p.m. Services: Doggie daycare, boarding for dogs and cats, professional grooming, pickup and delivery offered. Two pools, indoor and outdoor, nature walks, two play yards, for small dogs, for large dogs. Tours daily 10 a.m. to 4 p.m. Phone: (952) 361-9663 E-mail: contactus@ thecan in ed uba ndspa.co m Website: www. TheCan i neClubandSpa.com Manager McKayla Hatfield holds the ultrasonic noise abatement device that discourages barking by emitting a high-pitched tone. It will be installed in the outdoor exercise area. , .. `?' y y SIGNAGE BY TENANT PREFINISHED FLUSH SE METAL PANEL CANOPY nsouTN E�v�noN PREFINISHED METAL CAP FLASHING STUCCO COLOR 1 STUCCO COLOR 2 SINGLE -SCORE BURNISHED CMU UTILITY FACE BRICK 1"INSULATED ALUMINUM GLAZING PREFINISHED METAL CAP FLASHING STUCCO COLOR 1 SINGLE -SCORE BURNISHED CMU ELEVATION UTILITY FACE BRICK SIGNAGE BY TENANT PREFINISHED FLUSH SE METAL PANEL CANOPY LEAST ELEVAnON J �NoarN Et.EVAnoN 12-7-2011 111-0103 PREFINISHED METAL CAP FLASHING STUCCO COLOR SINGLE -SCORE BURNISHED CMU UTILITY FACE BRICK PREFINISHED METAL CAP FLASHING STUCCO COLOR 1 SINGLE -SCORE BURNISHED CMU UTILITY FACE BRICK Fend Faatte m CONSTRUCTION STORMWATER MANAGEMENT REPORT for 80 W. 78`h Street Chanhassen, MN Prepared By: f pnf ra "I'MI nn aeyn itl C1esi�7ri 14800 28`h Ave N, Suite 140 Plymouth, MN 55447 763-476-6010 www.mfra.com APPROVED I May 17, 2012 I. Existing Conditions The project's existing site consists of an office building, associated parking, patio, green space, and a wetland. The impervious surface on the site is approximately 62.5 percent, which includes a 16,000 square foot building, asphalt parking lot, and northerly wetland area. The storm water drainage for this site sheet flows to the north and south away from the building. To the south, the water is collected in a storm catch basin and two surface culvert pipes that continue to drain south. To the north, the site sheet flows to the wetland. The wetland's outlet is a 36 inch arch pipe to the south and off the project's property. There is no storm water management system currently in place to provide treatment and control of the storm water runoff. II. Proposed Conditions The proposed project will construct a new 20,600 square foot building, 99-stall parking lot, a storm water management system, and a new drive entrance. Initially, an attempt to direct the storm water to the city owned storm pond west of the project site was considered. However, do to the high water level of the pond and the parking lot elevations of the project; this plan was scratched. The project's storm water design has the north portion of the parking lot flowing to a new sand filtration basin. The sand filtration basin will provide storm water treatment, rate control, and a buffer prior to the wetland area. The building will outlet directly to the wetland buffer area. The south parking lot splits into two drainage areas, as it currently exists. The southwest parking lot, west drive lane, and green space collects at an existing depression and outlets through an existing 12 inch storm pipe. Additional storage area will be created along with a filter berm to provide storm water treatment. The southeast parking lot will drain to the southeast corner of the parking lot to where an existing storm structure was removed. A new storm inlet will be constructed in tandem with a stormceptor manhole to provide storm water treatment for this area of the site. The stormceptor will connect to an existing manhole that currently receives water from this portion of the site under existing conditions. The southern boulevard area and drive entrance will drain off site and enter the city street and storm sewer system. In total, the site is meeting rate control, providing storm water treatment where and as possible, and improving the features on site. III. Rate Control The local governing unit for this project is the city of Chanhassen. There requirements for storm water management is for the proposed site to match or reduce the rate of runoff for the 2 year, 10 year, and 100 year — 24 hour storm events. HydroCAD was used to compute the rainfall events using the SCS type II runoff method. The results of the runoff rate comparison are summarized in the table below; please refer to the attached calculations and drainage diagrams for further detail. Maximum Rate of Runoff Entire Site (cfs) Storm Event Existing Proposed 2-year 7.10 6.12 2 �! 100-year 18.08 1 ?9 `� / liou'l� In addition to the rate of runoff for the entire site, rate of runoffs are tabulated for each sub -watershed of p% the site. Please see the four tables that define the rate of runoff going to each sub -watershed for the 2 C year, 10 year, and 100 year — 24 hour storm events. Runoff to the wetland only incurs an increase from pre -development to post -development during the 100 year storm event. The increase in runoff rate is about 2.5 percent. Conversely, runoff to the southwest area decreases rate under the post -development conditions. The rate of runoff decrease ranges between thirty and forty percent. An increase in rate of runoff occurs in both the southeast area and to 78th Street. These two areas are the smallest drainage sub -watersheds of the site. The southeast area realized a modest increase of nine to twelve percent. While the rate of runoff to 781h Street has a large sixty-five percent increase, its overall rate has a small impact on the overall site's runoff. The runoff to 781h Street is a result of raising the building elevation on site to establish emergency overflow elevations and provide overland drainage at the loading dock. Maximum Rate of Runoff to Wetland (cfs) Maximum Rate of Runoff to Southwest (cfs) Storm Event Existing Proposed Storm Event Existing Proposed 2-year 4.08 3.85 2-year 1.88 1.13 10-year 6.88 6.06 100-year 10.66 10.93 Maximum Rate of Runoff to 78'h Street (cfs) Storm Event Existing Proposed 2-year 0.28 0.46 10-year 0.48 0.79 100-year 0.75 1.24 IV. Emergency Overflow 10-year 3.12 2.01 100-year 4.78 3.21 Maximum Rate of Runoff to Southeast (cfs) Storm Event Existing Proposed 2-year 1.10 1.23 10-year 1.72 1.90 100-year 2.55 2.79 Emergency overflows occur at the two north curb openings, one southwest curb opening, and the southeast catch basins. The north curb openings are at an elevation of 935.20 and 935.30. The southwest curb opening and southeast catch basin are at an elevation of 936.0. The proposed building has a first floor elevation of 940.10. V. Summary The proposed project at 80 W. 786 Street meets the storm water requirements provided by the city of Chanhassen. The overall site improvements do increase the impervious surfaces, but also creates additional storm water management practices that treats and controls the storm water that leaves the project's site. VI. Certification I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Michael C. Brandt, PE License #42661 Appendix A Drainage Diagrams PERVIOUS AREA (ON) IMPERVIOUS AREA (CAI E (TO WETLAND) 29,535 SF (74) 33,514 SF & 7,709 SF(aux) ;S (TO SW) 11,314 SF (74) 14,560 SF & 5,340 SF(x ) 35 (TO 78TH) 2,034 SF (74) 1,804 SF (98) <S (TO SE) 3,356 SF (74) 9,705 SF & 2,670 SF "'-TAL 46,239 SF 75,302 SF TOTAL AREA (ON) 70,758 SF (88) 31,214 SF (89) \�O 15,7311 SF (93)) QP�Q\G�' 121,541 SF (2.79 AC) _aO rdo cmcy ICD I I 2p"��D 18yl y.:yx B 91 f ali p 1W.0, 1 I I4h 7776, n 10. °O°Im �I (V o230 ,' i ® II I`�7 3ism I M miq II.�� 12' C �j44� IE:927.00 E �N178THSTREENo 51 ., � infra wgln ink "09pumm�p mnp' 1/02WA IL W110 Nrnaw, N8lneeou BBN7 M470.00 %W" DB9470.M "TO ..,,.pme.ppm Client Feridler F"Itterson CONSTRUCTION Project GOODWILL Location CHANHASSEN, MINNESOTA LCCATIOm AD5pES5 Certification Summary DOlpad: up Dnwn: oIo •ppr..d:. Book/pep: ph..: InM411". Revision History No. Deb By BYBmI@ 0121510n Sheet Title EXISTING DRAINAGE MAP Sheet No. Revision EXIST Project No. FEN19169 1S 9,591 SF (74) 12,938 SF (96) 22.529 SF 2S 3,020 SF (74) 3,179 SF (98) 6,199 SF 3S 14,133 SF (74) 15,825 SF & 20,600 SF1eIDR (98) 50,558 SF 4S 2,964 SF (74) 14,046 SF (98) 17,010 SF 53 3,920 SF (74) 21 325 SF (98) 25,245 SF TOTAL 33,628 SF 87,913 SF 121,541 SF i6 S 0�P*1 POND �% 04 / NWL-931.5 ^// // / "JJ" 1�/// / H'M..933.7 / (�\r/ /j((///� j ;f� ( /� / / / (PER CITY AS—BUILT) FILTRATION BASIN BOTTOM-932.0 xa' ROP EE5 / 0VERFLOW-935.75 0 L ]p iE.an 04 / HWL- .— It �D ues 4D.10 40.10 SIR k ---- 37.24 I• ]D.94 ]D.80 37.24 J 3"" J9.aS SB.2 ' I 4S ; II : 4Qh9 _ I � r -1 t / L — — — — — — — — — — — — / C I 373 42 38.6 .x0 I J ]6.D 37.05 AA I ' e� u i 36 / _ � JS.Jt �-- BERM 70 936.0 ��---/-----� 7STH STREET w .,.IAv NO -Si I ) infra mgwmIN4YM,RN' 09nMnp mmp' 11900 2Df Aw N 9u 1b RM 4L Wnne,00 D6M7 tM94701632 tVC11,m• DBR /M.E6.9Y OUImY wnmDemm Client CLIENT CLIENT ADDRESS Project GOODWILL Location CHANHASSEN, MINNESOTA LOCATION ADDRESS Certification Summary D•11/Md: s14 Dnwn: CIO ApPtPv:Sxl p•oY/Page: PWw: Mkwliuue: Revision History NO.DM.ft Sub-IMI/Re sim Sheet Title PROPOSED DRAINAGE MAP Sheet No. Revision PRPSD Project No. FEN19169 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 12 Application of Karen Jackson for Site Plan Review for a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area — Canine Club & Spa (Superdog II). On August 21, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Karen Jackson for a site plan review for the property located at 2910 82Dd Street. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development (PUD). 2. The property is guided by the Land Use Plan for office industrial uses. 3. The legal description of the property is: Lot 2, Block 1, Arboretum Business Park P Addition. 4. Section 20-110: (1) The proposed site plan 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; (2) The proposed development is consistent with the site plan review requirements of city code; (3) The proposed site plan 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; (4) The proposed site plan 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; SCANNED (5) The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; C. 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 d. 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. (6) With an additional noise abatement/mitigation plan, the proposed site plan protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report 42012-06 dated August 21, 2012, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review for Superdog U. ADOPTED by the Chanhassen Planning Commission this 2 1 " day of August, 2012. CHANHASSEN PLANNING COMMISSION BY: 0 Its Chairman Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN CARP ER &COUNTIES State of Minnesota) SNNEPIN NOTICE OF PUBLIC HEARING )SS. PLANNING CASE NO. 2012.06 NOTICE IS HEREBY GIVEN County of Carver ) that the Chanhassen Planning Com- mission will hold a public hearing on Tuesday, August 21, 2012, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized Blvd. The purpose of this hearing agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- is to consider a request for Site lager and has full knowledge of the facts herein stated as follows: Plan Review for a 51281 square -foot building expansion to the approved building area on A These news rs have complied with there requirements constituting qualification as a legal ( ) Pave P 9 g 9 g property zoned Planned Unit Devel- property Planned ty zoned newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as opment (PUD) located at 2910 82nd amended. Street (Lot 2, Block 1, Arboretum Business Park 3rd Addition). Ap- (B) The printed public notice that is attached to this Affidavit and identified as No.y�g� plicant/Ownen Karen Jackson. was published on the date or dates and in the newspaper stated in the attached Notice and said A plan showing the location of Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the proposal is available for public the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both review et the City's web site at u U6 wwwcity inclusive, and is hereby acknowledged as being the kind and size of type used in the composition regular b re or at City Hall during regular bust- Halla during and publication of the Notice: ness hours. All interested persons are invited to attend this public abcdefghijklmnopgrstuvwayz hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner By: Email: bgenerous@ci.chanhassen. mn.us Laurie A. Hartmann Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, August 9, 2012: No. 4692) Subscribed and swom before me on this day of 2012 JYMME JEANNME BARK QJ NOTARY PUBUC-MINNESOTA Nfyfulltc MY COMMISSION WIRES01/31/13 RATE INFORMATION 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 SCANNED September 17, 2012 v"rullirw u" Karen Jackson 7700 Market Boulevard Super Dog Country Club LLC PO Box 147 10104 Indigo Drive Chanhassen, MN 55317 Eden Prairie, MN 55347-1208 Administration Re: Planning Case # 2012-06 Phone: 952.227.1100 Fax:952.227.1110 Dear Ms. Jackson: Building Inspections Phone:952.227.1180 This letter is to confirm that on September 10, 2012, the Chanhassen City Council Fax:952.227.1190 approved a 5,281 square -foot building expansion from the approved 21,020 square feet of building approved for the development for a total of 26,301 square feet of buildings at Engineering 2910 82nd Street (Lot 2, Block 1, Arboretum Business Park 3rd Addition) subject to the Phone: 952.227.1160 following conditions: Fax 952.227.1170 Building Official Conditions: Finance Phone: 952.227.1140 Fax:952.2271110 1. The buildings are required to have automatic fire extinguishing systems. Park & Recreation 2. Building plans must be prepared and signed by design professionals licensed in Phone:952.227.1120 the State of Minnesota. Fax:952.227.1110 Recreation Center 3. Retaining walls over four feet high must be designed by a professional engineer 2310 Coulter Boulevard and a permit must be obtained prior to construction. Phone: 952.227-1400 Fax:952.227.1404 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit Planning & procedures. Natural Resources Phone:952.227.1130 Fax 952.227.1110 5. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Public Works 7901 Park Place Engineering Conditions: Phone:952.2271300 Fax:952.227.1310 1. Additional information and calculations must be submitted to determine if the Senior Center regional pond can accommodate the proposed additional impervious areas. The Phone: 952.227.1125 applicant shall work with staff on revised calculations. Fax: 952.2271110 2. If importing or exporting material for development of the site is necessary, the Web Site applicant will be required to supply the City with detailed haul routes_ www.ci.chanhassen.mn.us 3. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Ms. Karen Jackson September 17, 2012 Page 2 of 4 located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. 4. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. 5. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. 6. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. 7. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952-227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. 8. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. 9. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 10. Encroachment agreements will be needed for the fence in the drainage and utility easements. 1 I. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: 1. Increase plantings for bufferyard areas in order to meet ordinance requirements. 2. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. 3. To control noise the applicant must install, maintain and operate an ultrasonic noise abatement system. City staff will review the effectiveness of the system 6 months after the system is operational and then 12 months after it is operational. If city staff concludes Ms. Karen Jackson September 17, 2012 Page 3 of 4 there's an issue with noise they will bring it back to the City Council and the City Council may require the planting of 15 trees to replace the noise abatement system. The applicant shall escrow X dollars as determined by city staff to guarantee that the trees are planted. Fire Marshal Conditions: 1. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. 2. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. Planning Conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. 3. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. 4. A separate sign permit is required for each sign. 5. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment 1. While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. 2. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. 3. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 sec-1 as described in ASTMD -4491 and an apparent opening size maximum of 0.25 mm. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Ms. Karen Jackson September 17, 2012 Page 4 of 4 Erosion and Sediment Control 1. The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. 2. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. 3. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. 4. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. Enclosed is a site plan agreement that must be executed by Superdog: Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by January 8, 2013). The required security specified in the site plan agreement ($12,750.00) shall be submitted prior to the City issuing a building permit. A copy of the executed agreement will be returned for your files. A separate building permit application and review is required before issuance of a building permit. Revised plans, as specified in the conditions of approval, shall be submitted for building permit review. If you have any questions or need additional information, please contact me at (952) 227-1131 or by email at benerousnq,ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner RG:ktm ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official Enclosure 9:\plan\2012 planning cases12012-06 canine club & spa expansion spr\mubmi0al 07-20-2012\approval letter.doc 4 CITY OF CNANNASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner � DATE: September 10, 2012 SUBJ: Canine Club & Spa Expansion (Superdog II) Planning Case 42012-06 PROPOSED MOTION "City Council approves a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the conditions of the staff report and adoption of the Planning Commission's Findings of Fact." City Council approval requires a simple majority vote of City Council. EXECUTIVE SUMMARY Finance Phone: 952.227.1140 The developer is requesting a 5,281 square -foot building expansion from the 21,020 Fax: 952.227.1110 square feet of building approved for the development for a total of 26,301 square feet of Park & Recreation buildings for an animal kennel, wellness center and veterinary clinic. Phone: 952.227.1120 Fax: 952.227.1110 PLANNING COMMISSION SUMMARY Recreation Center The Planning Commission held a public hearing on August 21, 2012 to review the 2310 Coulter Boulevard proposed development. The Planning Commission voted five for and none against a Phone: 952.227.1400 Fax: 952.227.1404 motion recommending approval of the site plan subject to the conditions of the staff report and adding Planning Condition 5: "The applicant shall prepare and implement an Planning & additional noise abatement/mitigation plan" and modifying the findings to incorporate Natural Resources the addition of a noise abatemem/mitigation plan as necessary to protect adjacent Phone:952.227.1130 properties. Fax: 952.227.1110 Public works Planning Commission discussion centered on the issue of noise generated by the dogs 7901 Park Place barking. They added a condition that a noise abatement/mitigation plan be prepared by Phone: 952.227.1300 the applicant to address the issue. The Planning Commission minutes are item I a of the Fax:952.2271310 September 10, 2012 City Council agenda. Senior Center The applicant has submitted a noise abatement plan for City Council. The plan Phone: 952.227.1125 incorporates the use of ultrasonic anti -dog barking system to control dog barking. Fax: 952.227.1110 Additionally, they proposed that they will reduce the number of dogs which are Web Site permitted outside at any one time and remove dogs from the outside which continue www.ci.chanhassen.mn.us to bark for an "extended period of time." Staff proposes that this extended period of time be defined as five minutes of barking. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Canine Club & Spa Expansion (Superdog II) September 10, 2012 Page 2 The applicant has requested that the noise issue be re-evaluated in six months and at that time the City could determine whether additional noise abatement measures are necessary. Staff recommended as a condition of approval that 15 evergreen trees be planted on the hill north of the animal courtyard to assist in sound attenuation of the barking, by diffusing the sound going up the hill. However, the applicant feels that this will not be effective in reducing noise and only add to their costs. Staff believes that long term these trees will provide noise attenuation and should be planted in conjunction with the building. RECOMMENDATION Staff recommends approval of the site plan and adoption of the conditions of approval in the staff report dated August 21, 2012 approving the expansion of the building and adoption of the Planning Commission Findings of Fact. ATTACHMENTS 1. Canine Club and Spa Noise Abatement Plan (stamped Received August 29, 2012). 2. Planning Commission Staff Report Dated August 21, 2012. gAp1an12012 planning cases12012-06 canine club & spa expansion spAmsubmitud 07-20-2012\executive summmy.doc 0 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: August 21, 2012 CC DATE: September 10, 2012 REVIEW DEADLINE: September 18, 2012 CASE #: 2012-06 BY: RG, TJ, ML, JM, JS, JS "The Chanhassen Planning Commission recommends that City Council approve a 5,281 square - foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the conditions of this staff report and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting a 5,281 square -foot building expansion from the approved 21,020 square feet of building approved for the development for a total of 26,301 square feet of buildings. Canine Club & Spa Expansion (Superdog In LOCATION: 2910 82"d Street (Lot 2, Block 1, Arboretum Business Park Yd Addition) APPLICANT: Karen Jackson 6. 2910 82"d Street Chanhassen, MN 55317 (612)239-7024 Karenj752na-.aol.com PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Office Industrial ACREAGE: 3.08 acres DENSITY: F.A.R. 0.2 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 properly owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting site plan approval for a 5,281 square -foot expansion to the approved site plan for an animal kennel/dog daycare. City Code permits staff to review and approve minor expansion of approved site plans, pursuant to Section 20-108 (2), which states "enlargement of a building by less than ten percent of its gross floor area, provided that there is no variance involved and also provided that the community development director has conducted an administrative review pursuant to Section 20-113". The proposed expansion represents a 25 percent increase from the 21,020 square -foot total building area approved in 2009. SCANNED Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 2 of 12 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 BACKGROUND On June 9, 2008, the Chanhassen City Council approved an amendment to the Planned Unit Development design standards for Arboretum Business Park to permit pet kennels and/or veterinary clinics, and the Site Plan for Superdog Country Club, Planning Case #08-11, for a 21,020 square -foot, one-story kennel and veterinary clinic. On March 8, 1999, the City Council approved PUD #92-6 granting final plat approval for Arboretum Business Park 3rd Addition creating two lots and right-of-way for TH 41. On July 28, 1997, the City Council approved the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate (A2) to Planned Unit Development (PUD) and the PUD 992-6 granting final plat approval for Arboretum Business Park. GENERAL SITE PLAN/ARCHITECTURE The applicant is proposing a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area. The new buildings include a three -car garage and a veterinary clinic with additional kennel space. Multiple buildings on one lot are permitted within a Planned Unit development. O `- _ c, I f i` 1 Y � �. - )AYCM /WT ✓' i'":. CUKIG (8,110 SF) e t - T.,.-__-.,.r G�RAGL �r Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 3 of 12 ARCHITECTURAL COMPLIANCE Clinic/Wellness Center Elevations ONEONE , NEONNEON!! . OEM EU10111E 1 Superdol South Elevation Ga,age South Exhaing Kennel ...... ... ... ...... Size Portion Placement Building entrances are highlighted through the use of two -foot, projected building facade with a stepped parapet two feet above the lowest parapet elevation. Building articulation is provided through the use of three parapet heights, projecting entrance, systematic window placement and the use of stone and brick materials. Material and Detail The main building material is reddish -brown brick veneer. Cumberland stone is incorporated at either the building corners and flanking the western store front wind areas. Height and Roof Design The highest parapet is 16.5 feet, with three parapet height levels, each one foot higher than the next. The building is one story. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. No wooded fences are permitted on the roof. Facade transparency 50 percent of the first floor elevation that is viewed by the public shall include transparent windows and or doors. All other areas shall include landscaping material and architectural detailing and articulation. Site Furnishing The applicant has a partial sidewalk system proposed on the west side of the new building. This sidewalk shall be extended to the south to connect to the rest of the sidewalk for the facility and to the north to the sidewalk along the north side of the building. Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 4 of 12 Loading Areas, Refuse Area, etc. A trash enclosure is proposed on the north side of the new kennel building. It will be constructed of the same brick veneer as the main building. The trash doors will be constructed of wood on tube steel frames. Lighting/Signage PRE -FIN METAL PARAPET, TYP FACE BRICK TYP 7 x 6 VERTICAL � CEDAR ON TUBE STEEL FRAME City code requires that the applicant provide site lighting for the parking lot area. Site lighting is shown at the north and south end of the westerly parking lot and on the building. The light poles are square, ornamental, 20-foot tall light poles/fixtures. A decorative, shoebox fixture (high pressure sodium vapor lamps or metal halide lights) shall be used throughout the development area for area lighting. All lighting shall be shielded. Decorative lights (Harbor) are proposed on the western and southern building elevations. Floodpak wall -mounted lights are proposed on the north and east side of the building. Wall -mounted units shall be shielded. RP The applicant shows areas for signage above the entrance to the veterinary clinic and kennel. Such signage must comply with City Code requirements. A separate sign permit is required for each sign. Lot Frontage and Parking Location The building fronts on 82"a Street. No more than 50 percent of parking may be located between the building and the primary street frontage. Parking is distributed around the building with 13 new spaces (62%) to the west of the building and 8 new spaces (38%) south of the building. Landscaping The calculations for parking lot landscaping are based on final, total site parking area coverage. Minimum requirements for landscaping include 2,178 square feet of landscaped area around the parking lot, 8 trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 2,178 s . ft. >2,066 s . ft. Trees/ parking lot 8 overstory trees 8 overstory trees Islands/parkingIslands/parking lot 4 islands or peninsulas 4 islands/peninsulas North property line, 140' bufferyard B 1 overstory trees 2 understory trees 2 shrubs 0 overstory trees 0 understory trees 0 shrubs Canine Club & Spa Expansion (Superdog I1) Planning Case 2012-06 August 21, 2012 Page 5 of 12 Required Proposed South property line, 80' 2 overstory trees 3 overstory trees bufferyard C 4 understory trees 0 understory trees 7 shrubs 0 shrubs West property line, 260' 3 overstory trees 0 overstory trees bufferyard B 7 understory trees 0 understory trees 11 shrubs 0 shrubs Applicant does not meet minimum requirements for bufferyard areas. Staff recommends that the applicant increase the number of trees and shrubs in the bufferyards to meet minimum landscape requirements. The applicant is proposing to transplant a number of trees on site. The trees can be planted in addition to the minimum buffer requirements, but are not acceptable in place of the requirements. The applicant will be required to install the minimum landscaping requirements and may include transplanted trees as quantities above the minimum. COMPLIANCE TABLE PUD Superdog 2 Building Height 3 stories 1 story, 17.5 feet Building Setback N-0'E-0'W-0'S-30' N-71.5'E-75.4'W-75'S- 76.3' Parking Stalls: Animal Hospital 1/150 sq. ft. (4,000 sq. ft.) 27 stalls (includes 3 garage stalls) Office 511,000 sq. ft. 861 sq. ft. 4 stalls Warehouse (20,210 sq. ft.) 1/1,000 sq. ft. up to 10,000 sq. ft., then 1/2,000 sq. ft 15 stalls Required stalls 46 stalls 46 stalls Parking Setback N-0'E-0'W-0'S-20' N-66'E-20'W-22'5-20' Hard Surface Coverage I 70°/u 146.2% Lot Area 1 1 acre 13.08 acres GRADING AND DRAINAGE The 3.1-acre site is located in Arboretum Business Park 3rd Addition which is east of Highway 41, north of 82" d Street and west of Century Boulevard. A 16,700 square -foot building was constructed on the east side of this site in 2008 and is currently named Canine Club and Spa. The applicant had proposed a vet in 2008, but it was not constructed. The west side of the site consists of prairie -type vegetation. A unique feature about this site is the change in elevation. There is 35 feet of elevation change from one side of the site to the other. This elevation change occurs in around 300 feet of horizontal distance. Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 6 of 12 Grading is taking place on the site to remove the excess material under the building pad and parking areas. A grading permit has been issued to remove 700 cubic yards of material. The runoff from this site will discharge to a regional pond located in the northeast corner of the intersection of Century Boulevard and 82"d Street. Hydrologic calculations have been provided, but they are not complete. It is unclear at this time if the assumptions from the preliminary plat for the drainage area which drains to this pond have remained the same. The applicant must provide additional ponding information. This development is in the Bluff Creek Watershed District. Storm sewer was provided to this site during the construction of the gas station to the west. At the time of development of the gas station, it was determined that the street storm sewer did not have the capacity to carry the runoff to the regional pond. Additional storm sewer was added on the north side of 82"d Street. This storm sewer was sized for the development of this site. An easement is required from the appropriate property owner for any off -site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Location Length (approx.) Maximum Height (approx.) West side of proposed parking lot 205 feet 6 feet North side of proposed kennel building 135 feet 8 feet Northeast side of proposed kennel building 75 feet 5 feet The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently the finished wall is outside the drainage and utility easement, but due to the height of the wall the structural support will likely be located within the drainage and utility easement. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than 4 feet. UTILITIES The developer proposes to extend lateral sanitary sewer, watermam, and storm sewer within the development. Sanitary sewer and water has been stubbed to the property by the City of Chaska The City of Chanhassen and City of Chaska have a joint sewer and water agreement for servicing this area which was signed in 1992. A copy of the agreement is attached. The City of Chaska provided the sewer and water for the building in 2008. Due to elevations and location of sanitary in Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 7 of 12 the area, sewer is not available from the City of Chanhassen. Approval for the sewer and water connections must be obtained from the City of Chaska. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. Details must be provided for all proposed storm, sanitary, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time but will need to be paid to the City of Chaska. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. SITE ACCESS Access to the site is provided off of 82nd Street. Two access points were constructed with Superdog in 2008. MISCELLANEOUS An encroachment agreement will be needed for the fence in the drainage and utility easement. The applicant shall work with staff to make changes to plans according to staff redlines. The city has recently received complaints regarding barking from residents to the southwest in Chaska as well as businesses to the west. With the construction of this new building, the outdoor dog area will be surrounded by buildings and retaining walls which will act as a sound wall and reduce the amount of off -site noise. Additional landscaping should also be included on the hill to the northwest of the outdoor dog court to help shield the area. This landscaping shall consist of a dense buffer with conifers and shrubs. Staff will continue to monitor this situation. Plantings — Plants absorb and scatter sound waves. However, the effectiveness of trees, shrubs, and other plantings comes from their usefidness as visual blockers. A planting buffer will be beneficial if the following guidelines are taken into consideration: Canine Club & Spa Expansion (Superdog H) Planning Case 2012-06 August 21, 2012 Page 8 of 12 o Plantings in a buffer strip, high, dense, and thick enough to be visually opaque, will provide more attenuation than that provided by the mere distance which the buffer strip represents. A reduction of 3-5 dBA per 100 feet can be expected. Shrubs or other ground cover are necessary in this respect to provide the required density near the ground. o The principal effect of plantings is psychological. By removing the noise source from view, plantings can reduce human annoyance to noise. The fact that people cannot see the highway can reduce their awareness of it, even though the noise remains. o Time must be allowed for trees and shrubs to attain their desired height. o Because they lose their leaves, deciduous trees do not provide year-round noise protection. In general, plantings by themselves do not provide sound attenuation. It is more effective, therefore, to use plantings in conjunction with other noise reduction techniques and for aesthetic enhancement. The width of such a strip would be approximately 40 feet for deciduous trees and 20 feet for evergreens. (U.S. Department of Transportation Federal Highway Administration, Highway Traffic Noise, "The Audible Landscape", 7/14/2011) Locate buffer close to the noise • Evergreen species will offer year -around noise control. • Create a dense buffer with trees and shrubs to prevent gaps. • Consider topography and use existing landforms as noise barriers where possible. (Landscape and Urban Planning. 71: 29-34. Fricke, F. 1984.) Deciduous plants with thick, fleshy leaves have been shown to be most effective in absorbing, eflecting and reflecting noise. Evergreen trees, shrubs, and ground -covers can be mixed with deciduous plants to create a solid, year-round buffer. (Landscaping & Design/Noise barrier, Marc Chapelle, RLA, 4/12/2006) A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. The buildings are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. The owner and/or Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 9 of 12 their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. There are utilities buried along the western portion of the site. The affected CenturyLink buried facilities provide service to commercial buildings and also the water tower. Numerous special circuits to the water tower and to the commercial buildings, in addition to regular telephone lines, are within the cables. Any work on these special circuits would have to be coordinated carefully to insure there is no interruption of customer service. RECOMMENDATION Staff recommends that the Planning Commission approve a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the following conditions and adoption of the attached Findings of Fact and Recommendation. Building Official Conditions: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 5. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Engineering Conditions: 1. Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. 2. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 3. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 10 of 12 4. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. 5. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. 6. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. 7. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952-227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. 8. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. 9. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 10. Encroachment agreements will be needed for the fence in the drainage and utility easements. 11. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: 1. Increase plantings for bufferyard areas in order to meet ordinance requirements. 2. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. 3. At least 15 spruce trees shall be planted in staggered line groupings within the northern area of property. Final planting sites will be field located by applicant with city approval. Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 11 of 12 Fire Marshal Conditions: 1. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. 2. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. Plannin¢ Conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. 3. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. 4. A separate sign permit is required for each sign. 5. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment 1. While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. 2. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. 3. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 sec i as described in ASTMD -4491 and an apparent opening size maximum of 0.25 min. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Canine Club & Spa Expansion (Superdog II) Planning Case 2012-06 August 21, 2012 Page 12 of 12 Erosion and Sediment Control 1. The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. 2. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. 3. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. 4. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Superdog II Title Sheet dated 5/4/12, revised 7/20/12. 4. Reduced Copy Boundary and Topographic Survey/Existing Conditions dated 5/4/12. 5. Reduced Copy Final Grading Drainage & Erosion Control Plan dated 5/4/12, revised 7/20/12. 6. Reduced Copy Final Utility Plan dated 5/4/12, revised 7/20/12. 7. Reduced Copy Final Paving & Dimensioning Plan dated 5/4/12, revised 7/20/12. 8. Reduced Copy Final Landscape Plan dated 5/4/12, revised 7/20112. 9. Public Hearing Notice and Mailing List. g1plan12012 planning cases\2012-06 canine club & spa expansion spAmsubmittal 07-20-2012\staff report superdog ii.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION II ' Application of Karen Jackson for Site Plan Review for a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area — Canine Club & Spa (Superdog I1). On August 21, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Karen Jackson for a site plan review for the property located at 2910 82"d Street. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development (PUD). 2. The property is guided by the Land Use Plan for office industrial uses. 3. The legal description of the property is: Lot 2, Block 1, Arboretum Business Park 3`d Addition. 4. Section 20-110: (1) The proposed site plan 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; (2) The proposed development is consistent with the site plan review requirements of city code; (3) The proposed site plan 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; (4) The proposed site plan 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; (5) The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; C. 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 d. 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. (6) With an additional noise abatement/mitigation plan, the proposed site plan protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #2012-06 dated August 21, 2012, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review for Superdog H. ADOPTED by the Chanhassen Planning Commission this 21" day of August, 2012. CHANHASSEN PLANNING COMMISSION I WIM Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION 249T,11:1]:I1 11 Planning Case No. I a. 0(00 62e c-1 not o $ - t t CRY OF CHANHASSEN RECEIVED MAY 0 4 2012 CHANHASSEN PLANNING DEPT Applicant Name and Address: Prof\erty Owner Name and Add/ress: c` Contact: Contact: `r=*-r r 1� Phones _2- 3' cn ax: Phone:UVI?P,X-;=fix: Email:s NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review �y u J -k4000 = 12,4-0° .I Site Plan Review (SPR)* goo -3 I a ` Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign $200 (City to install and r X Escrow for Filing Fees/Attorney Cost" ($�j>P/SPR/VAC/VAR/WAP/Metes & Bounds 450pMiin�or SUB TOTAL FEE $ O l 4 An additional fee of $3.00 per address within the public hearing notification area will be prior to the public hearing. annlicant *Five (5) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME:. `� {t �9 ; LOCATION: C7�-1\C Q' -- cl�� LEGAL DESCRIPTION AND PID: TOTALACREAGE: WETLANDS PRESENT: YES-�� NO PRESENT ZONING: V. REQUESTED ZONING: PRESENT LAND USE DESIGNATION: 1 ' REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: \L�- FOR SITE PLAN REVIEW: Include number of existing employees:�� and new employees: p This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owpor.has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any puthorizajlon to roceed with the study. The documents and information 1 have submitted are true and correct to the best of Date --/Z Ll.t-=5 - Date gAplan\f r s\developmen[ revkw apllication.dm SCANNED PROJECT NAME: LOCATION: \� LEGAL DESCRIPTION AND P1D: TOTAL ACREAGE: WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: \Jt�- ��J FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: p This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or 1 am the authorized person to make this application and the feb:owgeyhas also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand�t additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any futhoriza on to roceed with the study. The documents and information I have submitted are true and correct to the best of MOwne Date �f�1U 12 Date r gAplan\fo \develop=nt mvl w apPtiw.doc SCANNED FINAL GRADING, WATERMAIN, t, Txl I ,1 x.... . .T 1 II SITE MAP STORM SEWER STRUCTURE SCHEDULE STRUCTURE N0, SLID. INSIDE DIM, NEENGX CASTING nw ' �D� for ♦f ou x-uM ml aef i IR-IWD A Ir -OPRRR RTA . ONE CALL m[-Irm MI IB Iy1'rvgarvyy Y T gaI 4=0 ('= roA. mrtn M1DCT COORDINATES STE AREA BENCHMARK "rem w. NAamrl MY 11 A IMI V xA'.., CITY OF CHANHASE RECEIVED JUL 2 0 2012 SUPERDOG II CHANHASSEN, MINNESOTA DRAINAGE, EROSION CONTROL, SANITARY SEWER, STORM SEWER, & SITE CONSTRUCTION PLANS FOR INDEX SUPERDOG COUNTRY CLUB, LLC. TITLE SHEET 10104 INDIGO DRIVE, EDEN PRAIRIE, MN 55347 SITE INFORMATION 1.2-1s ALM RAND TOPOGRAPHIC 9URYEY/EXIS'r(NU CONDITIONS 1.4 FlU PHONE: (812) 239-7024 AL REMOVAL MOVAL PLAN 115 CHANHASSEN PLANNING DEPT �TAG15 O.PGT 9,SILESS PARK ::0 ACC. I I I . .1 D, wnrK.G xt - YYI A „u. q, IWIhIK-Iw. lol IIVI-%0.Ww lu) OI.WaAw.IM IWf}af1-.If 101 'A kW inno-n,p., - uxA IW,1-If,ynl fwl FINAL GRADING, DRAINAGE, A EROSION CONTROL PLAN 9.2 EROSION & SEDIMENT CONTROL DETAILS 2.2 FINAL UTILITY PLAN 3.1 FINAL PAVING A, DIMENSIONING PLAN AA FINAL LANDSCAPE PUN e.1 DETARS e.l 0 �.N...,mn1 w•.W In,„D wxe.2.Ww, IwI,N wAD.W o m..xD .w —.—y—e— Irene = I.,.,D w. w..«xw B [NM0 f.w � "martin[ —TooD—Iwwnln �.nu, —.—�—w— roono mwu xa �--�� wN'o.D �w. rz•e —,--�'.t, nwD.. ..mx.. W,�vN+w mvn © Mn l v.0 S+x .VI41lW["["A4[iYN Rww m.uxn 1144 4„PI ' WG'WIY wN(0-enW 1Y w'.4mu (tw3,F,[n,w `c305.61 NO %ST42 W ._-_- — _- --- __ 1, z a 4� - I i * A _ _ LV 1 \LKVI\LI VIVI [: V.:IIVL.:v a rcl\f\ ;1g3a8i i I la L * 0 s o SUPERDOG, 11 9OUNDAar AND 4oexaeemc sas4ar/emuc colromo rs / James R. Hill, Inc. ) KAMRS / 0164MS / 91RYDM oQ „ 3UPERDOG CoCLUB, LLC. J µ�P SUPexnoG II FINAL GRADIIiG, DRAINAGE, & __ James R. Hill, Inc. • RAI+fRS / DI@EERS / SIRRrOZS EROSION CONTROL PLAN SUPERDOG COSINTRY CLIJRy LIG. Ero IOe•R9n 1A lsueM wv wve taus-w. n. �ao-v. A t.i I Y5 r-. Tl. flu. ali G= x c ---- _/ ' — T'iF, IN Is��I >> Ax RAJ I EYY33a .:i39 , ddgg 4 Y; f +;;i \.I c :i - # 6 ail UI din' 131-_—. 54 Icd {'ilia! GE"Y ;.sl Y" 3qY: C�. asses{ m I 1 $1p9i pi. Fey xY�n E SYIc i• Yya 1>' -- s� G i HE I p @3ov 4y All ICE •,, Aim— i i / -. 0 r L_L.v 9 O ,all 3k _ ..n p' P /1�tL" 0*\'L ITl lvl I�YL �.� `'nr�i. - a. 3.1 ss g9 -gala §69 91 gagAs4'�j gild$n4 S3ryp SG n - James R. Hill, Inc. PLANNER$ / ENp13:EP5 / SIIRYETg25 FINAL UT= PLANFW 'pY 2 SUPERDOG SZEU iEYYCLS Z, A — — — — — — — — — - — — F I' F® >� II 6q Il 3a 3 ® onz > M 0 % r - — — — — — — — — — — — - — —— — — — — — — A-\1 a F\1 A I a Ell All ill ji8g,8 A 0 s a. Ile] HAA A 3 Jig p - 29 H__ SUPERDOG H nNAL PAVOrG & DaLENSMNING PLAN SUPERDOG CO ..aljgjLY�CLUE. LW, James R. 1,11, Inc. II � Calya Design Group, LLC CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on August 9, 2012, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Site Plan Review for Canine Club Expansion — Planning Case 2012-06 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. I&uty Clerk Subs ribed and sworn to before me this day of 12012. 1 Notaryu is �' � KIM T. MEUWISSEN E Notary Public -Minnesota re;, My C nnission Expires Jan 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 21, 2012 at 7:00 p.m. This hearing may not start ' until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 5,281 square -foot building expansion to the approved 21,020 square -foot building area on Proposal: property zoned Planned Unit Development (PUD) — Canine Club & S a Su erdo II Applicant: Karen Jackson Property 2910 82nd Street Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2012-06.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerous(cDci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial, • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, ease contact the Planning Staff person named on the notification. Date & Time: Tuesday, August 21, 2012 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 5,281 square -foot building expansion to the approved 21,020 square -foot building area on Proposal: property zoned Planned Unit Development (PUD) — Canine Club & S a Su erdo II Applicant: Karen Jackson Property 2910 82no Street Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2012-06.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at benerous(5ci.chanhassen.ni or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommentlation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. CHASKA BUSINESS CENTER LP COEUR TERRA LLP HOLIDAY STATION STORES INC-371 1251 AVENUE OF THE AMERICAS ST 7801 PARK DR STE F 4567 AMERICAN BLVD W NEW YORK NY 10020-1180 CHANHASSEN MN 55317-9219 BLOOMINGTON MN 55437-1123 J & J REAL ESTATE PROPERTIES 6641 MINNEWASHTA PKWY EXCELSIOR MN 55331-9657 PEAVEY PROPERTIES LLC 4300 PEAVEY RD CHASKA MN 55318-2351 S&P PROPERTIES LLC 4311 PEAVEY RD CHASKA MN 55318-2351 WATERTOWER PARTNERS LLC PO BOX 713 WATERTOWN MN 55388-0713 MICHAEL D & JANE E SCHLANGEN 1941 MELODY HILL CIR EXCELSIOR MN 55331-8805 PRAIRIE OAKS LLC 17595 KENWOOD TRL #260 LAKEVILLE MN 55044-7253 SUPER DOG COUNTRY CLUB LLC 10104 INDIGO DR EDEN PRAIRIE MN 55347-1208 NORTHERN STAR CO 301 CARLSON PKWY #400 HOPKINS MN 55305-5370 REGENTS OF UNIV OF MINNESOTA 319 15TH AVE SE MINNEAPOLIS MN 55455-0199 SUSAN L & GENE G O'BRIEN 6471 WHITE DOVE DR EXCELSIOR MN 55331-9073 CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952227.1100 Fax:952.227.1110 Building Inspections Phone:952.227.1180 Fax: 952.227.1190 Engineering Phone:952.227.1160 Fax:952.227.1170 Finance Phone:952.227.1140 Fax:952.2271110 Park & Recreation Phone: 952227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone:952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone:952.227-1300 Fax:952.227.1310 Senior Center Phone:952.227.1125 Fax:952.227.1110 web site www.ci.chanhassen.mn.us September 17, 2012 Karen Jackson Super Dog Country Club LLC 10104 Indigo Drive Eden Prairie, MN 55347-1208 Re: Planning Case # 2012-06 Dear Ms. Jackson: This letter is to confirm that on September 10, 2012, the Chanhassen City Council approved a 5,281 square -foot building expansion from the approved 21,020 square feet of building approved for the development for a total of 26,301 square feet of buildings at 2910 82" d Street (Lot 2, Block 1, Arboretum Business Park 3`s Addition) subject to the following conditions: Building Official Conditions: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 5. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Engineering Conditions: Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. 2. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 3. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be Chanhassen is a Community for Life - Providing for Today and Planning for Tom crow Ms. Karen Jackson September 17, 2012 Page 2 of 4 located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. 4. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. 5. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. 6. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. 7. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952-227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. 8. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. 9. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 10. Encroachment agreements will be needed for the fence in the drainage and utility easements. 11. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: 1. Increase plantings for bufferyard areas in order to meet ordinance requirements. 2. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. 3. To control noise the applicant must install, maintain and operate an ultrasonic noise abatement system. City staff will review the effectiveness of the system 6 months after the system is operational and then 12 months after it is operational. If city staff concludes Ms. Karen Jackson September 17, 2012 Page 3 of 4 there's an issue with noise they will bring it back to the City Council and the City Council may require the planting of 15 trees to replace the noise abatement system. The applicant shall escrow X dollars as determined by city staff to guarantee that the trees are planted. Fire Marshal Conditions: 1. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. 2. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. Plannin Conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. 3. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. 4. A separate sign permit is required for each sign. 5. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment 1. While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. 2. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. 3. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 sec-1 as described in ASTMD -4491 and an apparent opening size maximum of 0.25 mm. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Ms. Karen Jackson September 17, 2012 Page 4 of 4 Erosion and Sediment Control 1. The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. 2. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. 3. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. 4. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. Enclosed is a site plan agreement that must be executed by Superdog. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by January 8, 2013). The required security specified in the site plan agreement ($12,750.00) shall be submitted prior to the City issuing a building permit. A copy of the executed agreement will be returned for your files. A separate building permit application and review is required before issuance of a building permit. Revised plans, as specified in the conditions of approval, shall be submitted for building permit review. If you have any questions or need additional information, please contact me at (952) 227-1131 or by email at bgenerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner RG:ktm ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official Enclosure gAplan\2012 planning cases\2012-06 canine club & spa expansion spAresubmittal 07-20-20121approval letterAcc CITY OF CHANHASSEN SITE PLAN PERMIT # 2012-06 SPECIAL PROVISIONS AGREEMENT dated September 10, 2012, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and SUPER DOG COUNTRY CLUB LLC (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area (referred to in this Permit as the "project"). The land is legally described as Lot 2, Block 1, Arboretum Business Park P Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: Site Plan prepared by James R. Hill, Inc., dated May 4, 2012, revised July 20, 2012. Plan B: Grading, Drainage and Erosion Control Plan prepared by James R_ Hill, Inc., dated May 4, 2012, revised July 20, 2012. Plan C: Landscaping Plan prepared by James R. Hill, hic., dated May 4, 2012, revised July 18, 2012. Plan D: Utility Plans prepared by James R. Hill, Inc., dated May 4, 2012, revised July 20, 2012. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2013. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $12,750.00 (erosion control, landscaping and storm sewer). 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: Super Dog Country Club, LLC Attn: Karen Jackson 10104 Indigo Drive Eden Prairie, MN 55347-1208 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the following conditions: Building Official Conditions: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. e. Any work on existing utilities on site will have to be coordinated carefiilly with the affected utility to insure there is no interruption of customer service. Eneineerin¢ Conditions: a. Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. b. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. c. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. d. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota Due to the height of the retaining wail, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. e. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. f. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. g. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952-227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. h. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska i. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash 3 escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. j. Encroachment agreements will be needed for the fence in the drainage and utility easements. k. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: a. Increase plantings for bufferyard areas in order to meet ordinance requirements. b. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. c. To control noise the applicant must install, maintain and operate an ultrasonic noise abatement system. City staff will review the effectiveness of the system 6 months after the system is operational and then 12 months after it is operational. If city staff concludes there's an issue with noise they will bring it back to the City Council and the City Council may require the planting of 15 trees to replace the noise abatement system. The applicant shall escrow X dollars as determined by city staff to guarantee that the trees are planted. Fire Marshal Conditions: a. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. b. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4_ Planning Conditions: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. c. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. d. A separate sign permit is required for each sign. H e. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment a. While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. b. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. C. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 sec' as described in ASTMD -4491 and an apparent opening size maximum of 0.25 mm. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Erosion and Sediment Control a The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. b. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. c. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. d. Per Part M. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN 13V Thomas A. Furlong, Mayor Todd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisday of 2012, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SUPER DOG COUNTRY CLUB, LLC BY: Karen Jackson Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2012 by Karen Jackson, the of Super Dog Country Club, LLC. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 0 NOTARY PUBLIC CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the 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. GC -I 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 attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabiliri. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occuoancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in GC-2 addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws Ordinances and Reeulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: l . 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 firrnish 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 fiuther 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. GC-3 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this_ day of 2012 STATE OF MNNESOTA ) (sS COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2012, by i12Eel r11W&211_:1MC6 DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. D. Box 147 Chanhassen, MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 2012. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2012,by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-I100 The Canine Club and Spa Noise Abatement Plan 2910 82nd Street Chanhassen, MN 55317 Our objective is to decrease the amount of noise coming from the outdoor areas during the daytime hours. We are willing to work with surrounding businesses and try different suggestions to make it a pleasant environment for our neighbors. I. Ultrasonic Anti -Dog Barking System — Dog Silencer Pro This device works by using special sound frequencies to humanely train dogs to stop barking. When the Dog Silencer Pro detects barking it immediately sends a high-pitched sound heard only by the dog. Using this proven method, dogs are safely and humanely discouraged from barking. Our humane training technique uses an age-old principle that teaches dogs to associate their barking with the irritating frequencies. Unlike shock collars that are painful and can be used only on one dog, the Dog Silencer Pro can be used virtually anywhere without you having to ask permission from your neighbors. The Dog Silencer Pro trains dogs to stop nuisance barking (boredom and attention -getting barking) but is designed to have no effect on instinctual or protective barking. II. Decrease Amount of Outdoor Dogs We are able to decrease the amount of dogs we have outside at any given time. We plan to change our routine to that similar to the winter routine where the dogs are housed inside during their break times. Dogs that continue to bark with the use of the ultrasonic device will be brought inside if the barking persists for an extended period of time. On OF CHANHASSEN RECEIVED AUG 2 9 2012 CHANHASSEN PLANNING OUT The City of Chanhassen has recommended the planting of 15 trees on the property to act as a noise barrier for the sound traveling towards local businesses. The Canine Club and Spa feels that this will not be an effective way to reduce the amount of noise. Our studies, as well as the study done by the City of Chanhassen, have shown that the noise is reflecting off of the water tower behind our property and then traveling down to the neighboring business. There is no position for the trees to be in that will buffer the noise from the outdoor areas to the water tower. Therefore the sound will continue to travel to the business after the trees are planted. This will only result in an additional cost to The Canine Club and Spa and will not serve as an effective means of buffering the noise level. CHANHASSEN PLANNING COMMISSION REGULAR MEETING AUGUST 21, 2012 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Lisa Hokkanen, Kim Tennyson, and Bill Colopoulos MEMBERS ABSENT: Kathleen Thomas and Kelsey Nelson STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner, and Alyson Fauske, Assistant City Engineer PUBLIC HEARING: CANINE CLUB & SPA EXPANSION (SUPERDOG IA: REOUEST FOR SITE PLAN REVIEW FOR A 5.281 SQUARE FOOT BUILDING EXPANSION TO THE APPROVED 21,020 SQUARE ADDITION. APPLICANT/OWNER: KAREN JACKSON, PLANNING CASE 2012-06. Generous: Thank you Chairman Aller, commissioners. As you stated the item before us is a site plan review for Canine Club and Spa, also known as Superdog 1I. It's Planning Case 2012-06. The approval is for a 5,281 square foot expansion to the approved site plan for a total of 26,301 square feet. Back in 2008 approximately 21,000 square foot building complex was approved for this site. City code only allows a 10% expansion on what's approved to be done administratively. The proposed expansion they're proposing is approximately 25% of the building area so we need to come back through the public hearing process. The property is located at 2910 82"d Street. It's in the Arboretum Business Park. It's on just east of Highway 41 and 82"d Street. Just to the south of it is the city of Chaska and city of Chaska provides sewer and water service to the site so they're connections will actually be into their system and they'll have to pay their fees to connecting to the unit. The City does provide stormwater services for this and there's a regional pond at the comer of Century Boulevard and 82od Street that their storm water is being sent to. To the north of this site is the City's water tower, Arboretum Business Park. That site is approximately 23 feet above the base elevation for these buildings on this site and it's significant due to the noise implications that we've discovered as part of reviewing this project. The new building itself is proposed for 8,410 square feet and there's a 11,180 square foot of garage that's adjacent to that. The existing building is 16,711 square feet. As you can see they're building this one story building to the west of the existing kennel. As part of it there's a portion that's proposed for a veterinary clinic and the rest of it would be additional kennel spaces, and I'm sure the applicant will explain that a little more the operation of this. In the center of this is a complex would be a plaza area where they take dogs outside. There's also an area to the east of the building. The site plan is pretty straight forward. There are significant retaining walls on the west, north and east side of this new building. The tallest one being on the north side of that new kennel/vet building which would be approximately 8 feet tall at it's highest point. The building materials are similar to the existing building on site. They have rock face or they have veneer rock and then also brick veneer on the front of the buildings. Store front windows, it does have an attractive presentation. The main entrance is on the west side of the building because of the length of it. It complies with all the requirements of the PUD standards as well as city code. The building is one story in height and there's a 2 foot step in the parapet to accentuate the building entrances. Again the grading of the site, they will match into the existing hill slope to the north. They're digging out, currently they have a grading permit to remove some of the fill that was put in as part of the original development. With the rest of this project they will be adding retaining walls and connecting the two SCANNED Chanhassen Planning Commission — August 21, 2012 halves of the property together. The landscaping plan, they don't meet the minimum requirements for our buffer yard. They are proposing relocating some existing trees on site. However the forester went out and the trees weren't in very good condition so we, while we let them shift them on site we won't count them towards their buffer yard, or their planting requirements. Additionally we're looking at providing additional, some landscaping to the north of the court yard area or the dog outdoor play area. As we tried to research different ways that we could address some of the noise issues that came up and while it's not the most effective means of noise attenuation, it does provide an ability to diffuse it and we'll watch this over time as the evergreens that we're proposing be installed there, if they can diffuse the barking enough to remove the noise from the neighboring property. We have received complaints about the dogs barking. We undertook a study over several days to go out to the site 3 or 4 times a day to see, hear or see what we could find out. I provided you with a copy of, a summary of that and the actual log sheets from what we saw. Aller: If I can just interrupt here for a second. We have received an addition to the packet which is on the website. The City website and one is the report that you'rejust discussing dated 8-21-2012 and the second is a letter from Mike Schlangen, the owner of the Audubon Tire and Auto regarding noise, both of which were received by all the commissioners and are a part of the package and have been reviewed and we'll continue to discuss so thank you. Generous: Thank you and we've also provided a copy over for the public if anyone would like to look at that. What we did discover is that the noise, the dog barking is not heard directly from the dogs but actually it's from reflective of the sound off the water tower. Because you can stand just to the north of the berm on the water tower site and you can't hear anything. If you walk over a little farther you hear it and it sounds like the dogs are behind you. We believe that diffusing the barking by putting the landscaping close to the problem area right at the top of the retaining wall in this area will help to diffuse it. We want to try to make it thick enough so that we're recommending that 15 evergreens be provided in that area and that that be staggered so in either 2 or 3 rows so that they can fill in over time and give you a more complete coverage on the property. And additionally we will continue to monitor this issue and see if there's any other thing with the, that the city can do as a part of our water tower maintenance to help reduce the off site impacts of the dog barking. Also we have contacted the applicant and advise them that this is a concern with the running of the dog care. The proposed site plan is consistent with city code and the planned unit development standards for Arboretum Business Park. The design of the project subject to the recommendations, conditions of approval we believe creates a functional and harmonious design for structures and site features and staff is recommending approval of the site plan amendment if you will subject to the conditions of the staff report. With that I'd be happy to answer any questions. Aller: Does anybody have any questions at this point? Colopoulos: I'm not familiar with the facility here. Are the dogs behind a chain link fence in the enclosure? Karen Jackson: Yeah, do you want me to stand up and kind of help out with the questions Bob? Generous: Well this one, there is a chain link fence around the enclosure area for the dogs. There's a retaining wall on the north side and chain link on top. On the south of this area is a privacy fence so it's a solid wood one. And we believe that the site location is great. It's done everything we want it to. It forces the noise up. However it doesn't continue to go up. It starts to come down once it hits that water tower so we're looking at a means to mitigate that. Colopoulos: Yeah I was just wondering if there was, if dogs can see out of the enclosure they're in, they see movement or anything outside of their enclosure, that does increase their tendency to bark. 2 Chanhassen Planning Commission — August 21, 2012 Generous: Right. What we saw, observed when we were out there is that the, most of the barking was the dogs in the kennel wanting to come out and play with the dogs that are out in the open area and so, and it was very, it wasn't constant. It was, there's a lot of it. It wasn't real loud but it was continuous at times and so. Hokkanen: And all this observation was done from outside, not inside the buildings. Generous: Right. Alter: Have we discussed with the applicant the possibility that there might be different materials that could be used to sound proof or is the exterior noise problem really what we're dealing with and it's going to be resolved with some form of outside buffer? Generous: From what we heard there was only outside noises that generated the problem. We didn't hear anything directly coming out of the building so. Aanenson: Chairman, if I may. Just maybe after we take the testimony circle back to two issues. One is that while you received additional information regarding noise, there's not a condition in the staff report to address that. And also in the Findings of Fact number 6, 1 think if you do choose to do something else you'd probably want to modify the Findings of Fact for number 6 that states if these things would happen the proposed site plan would protect so I think what we're saying right now we've received letters to the contrary so I just want to make sure that those are reconciled so maybe after the testimony you might want to circle back to those two points. Alter: Okay. Any further questions at this point? Would the applicant like to step forward and perhaps give us a better picture of what you're intending on doing and please state your name and address for the record. Karen Jackson: Okay my name is Karen Jackson. My home residence is 10104 Indigo Drive. The Superdog Country Club is the business and then the Canine Club is doing business and spa at 2982, is it 2982? Generous: 2910 82nd. Karen Jackson: 29 82"d Street so that's where the proposed building is to be going up. We'd like to present that this is going to be, you know we've studied for the last 2 years and what the community and what we really think would be of not only a fun but mostly a very important part of Chanhassen in the developing areas because nobody has really brought this type of facility to the immediate area. We're looking to put in a multi -tenant office building with a veterinarian and the primary tenant will be an animal hospital. Very little boarding will be done there. It's more on a wellness schedule meaning that we're not going to be in taking the quantity of dogs that we have at the pet hotel. That will continue the way it is and of course you know if we can have buffers and help out with the noise situation we definitely will. The new facility will not be anything like the current facility. It's, everything is basically maintained indoors where the outdoor pet boarding is you know in and out. The newest facility will mostly he indoors and taking care of older pets, diabetic animals, etc. There'll be two tenants. One is ourselves and the other one we're looking for an affiliated medicine of veterinarian group that is qualified to meet the specifications of the current standards. Let's see there'll be you know enclosures for the gas that's being used and those will all be met up to inspection and we would also like to present that we also have a general contractor on board as well who has built many facilities and award winning as well and Chanhassen Planning Commission — August 21, 2012 this is Rick Scott so I'd like to introduce you to him because he can also help you out with any further detailed questions you may have. Aller: Great. Before we let you go, has anybody brought these noise complaints to your attention before? Is this the first you're hearing of it? Karen Jackson: No, Bob Generous did mention that we had a complaint. I guess I was, we try, you know being summertime too the pets are going to be out a little bit more. They're excited and knowing where the noise is coming from and how it's being objected you know throughout the hill, we certainly can resolve that problem by you know keeping the most animals inside. It's the gorgeous weather so we feel that you know everybody wants to be outside as much as possible and get the fresh air. If we're getting complaints we'll certainly abide by any complaints and we don't want to have anything you know obstructing or even you know causing other businesses around us not to enjoy what we have to offer so we'll definitely look into that and now we have a specific area so we can really kind of you know concentrate on that. Aller: Thank you. Karen Jackson: You're welcome. Aller: Mr. Scott, were you going to come forward? Rick Scott: I would be delighted to come forward. Aller: State your name and address. Rick Scott: Rick Scott. I am from Buffalo, Minnesota. Scott Builders is the name of the company. We are out of Buffalo, Minnesota as well. We were just recently selected as the general contractor for the project. It's been rather intense the last 24 hours kind of coming up on speed where they are in document development. We're well on our way. Final architectural meeting was today. I'm glad to hear what the Planning Commission and staff have to offer here as we go into final document development. There are some existing concerns with barking. My firm has done approximately 17 veterinary kennel facilities over the last 10 years. Barking dogs is nothing new to us. There are other ways of dealing with it as well and I actually mentioned to Molly earlier today in our design meeting that there are some things that can be done electronically to help control sounds so there are some ultrasound things that can be done that when barking is heard it emits an ultrasonic sound that causes the dogs to stop barking and we've had success with that in other kennels as well so there's some alternatives that I think that we can bring to the table and certainly go over with Karen and Molly and I see absolutely no reason why we can't resolve what might be the issues. It could even be some attenuation panels off the top of the solid fence so. Aller: And you've had a chance to review the report? Rick Scott: No I haven't. I haven't seen the report yet. I didn't know I was coming here until 3:00 yesterday afternoon so. Aller: Congratulations on surprise. Rick Scott: Well no, that's fine. That's what we're here to help the flow so. Aller: From what you're hearing do you think there would be any difficulty in meeting requirements of putting in trees? More under and over story trees on the lot? Chanhassen Planning Commission — August 21, 2012 Rick Scott: No I don't think that that's an issue. Again while that was being read by Bob I go, well what size because you know when people talk about trees and somebody thinks they're 4 feet high. Somebody thinks they're 14 feet high so I think that's going to depend on what you're trying to achieve and how fast you're trying to achieve it because if you, if you have a year like this year the trees are not gaining greatly in height. They're gaining a little caliper but they're not going very high with the lack of water we've had so I think we'd like to be able to work with staff to determine what the height of those trees has to be and without having seen exactly now where this situation is, it might be critical. I mean I don't know if 15 trees is enough or not. I would certainly recommend to my client that if it takes 17, do 17. Don't do 15 because that's what staff said. Let's eliminate the problem and be the good neighbor that I know she wants to be so. Aller: Great. Questions for Mr. Scott while he's available? Okay. Thank you very much Mr. Scott Rick Scott: You bet. Aller: Okay with that I'll open the public hearing portion. Anyone wishing to come forward to speak for or against may do so at this time. Sir. Come, state your name and address for the record please. Mike Schlangen: I'm Mike Schlangen and we have the Tire and Auto right up on top of the hill from the Canine Club and we hear the barking pretty much all day long. I mean it's a constant thing and my concern is a couple fold. Number one is I don't know if the trees are going to really help because what's happening, what was stated earlier is that the sound is going up and it's bouncing off the water tower and then coming down and we have a retaining wall in our building and you just hear that barking all day long. But the second issue is, if that barking noise would stay there, what would be, what could we do about it long term I guess? Aller: Bob, you have an answer to that? Generous: ...Mr. Scott recommended some alternatives that could be used. The electronic ultrasound to get the dogs to stop barking. Karen mentioned not having as many dogs out at a time or reducing the amount of times out there so this is something that yes, we will need to continue to monitor and if it remains a problem work with them to see if they can alter their operations to make it work. Mike Schlangen: Okay, I guess my question is a year down the road or whatever if it would stay or maintain at this level or get worst, is there anything that can be done? Aanenson: Yes, I guess that's why I wanted to tighten up on the Findings of Fact and what the expectations were because I think clearly the Findings of Fact should be that they have to be a good neighbor and not provide that and if that means the dogs can't go out or you just let one out, they have to make it operational so I think we need to establish you know between now and when this goes to council clearly what the expectations are and how we're going to get there and it might be something that the commission directs the staff to work out but the council needs to have something more quantifiable and what the expectations are so I think we do between now and the City Council need to kind of have a little clearer understanding what that would be. And I think that goes back to how it's being operated too. Aller: And as I understand it, even if we were to deny the variance today, you're having a problem with noise which has just been brought to her attention and she's indicated she wants to work with you and the community to be a good neighbor so regardless of what happens here, whether it's granted or denied, that's an issue that you want addressed and that's what I'm hearing and I think that if you work with staff Chanhassen Planning Commission — August 21, 2012 and with the applicant that you should be able to come to sold resolution on those noise levels and some way to resolve the issue so they don't get escalated like most things do with neighbors. Aanenson: Yeah, let me just clarify. We understand what the issue is. I think Mr. Schlangen has made that clear. I think we need to make sure we communicate that and put that in writing what the so the expectations are because the site plan is a little more difficult to rescind so I think we need to put the expectation out there. There are other ordinances which include the nuisance ordinance and the like so I think we want to clearly state you know what are, what we're going to try to achieve to make that and then like maybe it's a sequencing thing. If that doesn't work then the next step and kind of work our way through that. Colopoulos: Yeah and I think that's the important thing to stress here. Irrespective of the outcome of this hearing relevant to the application, as Chairman Aller, this is an issue that needs to be pursued to solve the problem. A dog kennel is going to produce a certain amount of noise. Mike Schlangen: I guess I understand that and that's why. Colopoulos: It exists there so regardless of whether it's added onto or not this is you know, is 20 dogs much different than 30 dogs? Well I don't know you know. Mike Schlangen: No I guess I understand that. That's why I haven't said anything the last how miry years. I understand it's a challenge running a small business but. Aller: And that's why the zoning area is for that purpose. Keep the noisy businesses in the same area so. Colopoulos: Hadn't thought of the ultrasound thing though. That sounds like a good. I wish I had thought about that one with my two hooligans. Aller: Anything further? Mike Schlangen: No, thank you. Aller: Thank you very much. Anyone else wishing to come forward? Close the public hearing. Comments from commissioners, and I'll just state that I misspoke. This is not a request for a variance. It's a site plan approval so the requirements are different. Comments. I think we do need to address item 6. I think we need to put a condition on indicating that there'll be some reasonable noise, either abatement and/or level cap that can be placed on as a condition. Aanenson: Yeah, that's a Findings of Fact so if I may Chairman, if we go back to the Planning Commission conditions which is on page I I of your staff report. The planning conditions. You'd probably want to add number 5 that addresses that the staff work with the applicant to provide, you know before it goes to City Council a buffering or noise attenuation plan. Whatever that maybe. It might be a series of a couple different things so that would be a condition for that. And then what I did want to address was the Findings of Fact and that was number 6 and the Findings of Fact I think should be the proposed site plan would meet the buffering if a mitigation plan was put in place. Something to that effect. If that makes sense. So that would be in the last page of your report. What you're saying is, what it's saying is that it's protecting and what we've heard from the testimony that it's not without some mitigation. Aller: So I would take out sound. Strike that and then add that to the proposed site plan Chanhassen Planning Commission — August 21, 2012 Hokkanen: And include noise abatement. Aanenson: What you could say is with an adequate noise plan. Hokkanen: Noise abatement plan. Aanenson: Exactly. Then it would protect. Without that plan it's. Hokkanen: Who determines if this business where it's a nuisance? The noise. I mean it's a kennel. It's zoned for. Aanenson: Right. Right. Hokkanen: 1 mean I get my car fixed over there. I sit outside. I mean I'm not there all day but who determines that level and? Aanenson: There isn't a noise ordinance for frequency and duration. Hokkanen: Right, right. Aanenson: So we did. Hokkanen: I know you did. Aanenson: Yeah, right so it is. It's, what's an acceptable level based on the nuisance ordinance but there are going to be some. Hokkanen: But it's a kennel. Aanenson: Yeah and there are going to be some peak times where it's going to be more than others but you try to keep it to as good a neighbor as you can. Hokkanen: Right, okay. Colopoulos: And I think there is a neighbor to neighbor issue here. I mean Mike's crews work there with open bays in the summer too and it's like all daylong. They're going to hear the sound. Aanenson: And the dogs are going to be louder in the summer. Hokkanen: In the winter it's different. Aanenson: So those are the things that you just need to as a management try to work through those issues to say in the summer we're going to be more vigilant, those sort of things so that's what we're asking. Some how we. Aller: So then we would amend the Finding number 6 to start with a with. I hate to start things with a preposition. With an additional noise abatement plan the proposed site plan protects adjacent neighborhood properties for drainage, sound. Hokkanen: Or we could add sound too. Chanhassen Planning Commission — August 21, 2012 Aanenson: Noise. Aller: Because I don't want to lose it in the sauce. And then on our conditions, under. Aanenson: Number 5 on page 11. Aller: Page 11, number 5. Planning conditions. An additional noise abatement plan. Hokkanen: Number 5. Noise buffering. Aanenson: And if you'd like to just say something like staff to work with the applicant between now and the City Council meeting to prepare a noise, yeah noise abatement plan. Tennyson: Is it strictly abatement or is it mitigation as well? Aanenson: Abatement/mitigation. Aller: You know because we don't know what can reasonably be done yet. Aanenson: I'll leave that to the attorneys to decide. Aller: Then we'll be here all night. Okay so then we'll just do the additional noise abatement/mitigation plan as required. Hokkanen: Well I do want to say to the applicant thank you for bringing this because, although I don't bring my dog there my friends and neighbors do and they talk very highly of it and you know it's nice to see another veterinary clinic come into town too so thank you. Karen Jackson: Thank you. Aller: So is that all we need to do paperwork wise? And are there any other additions, comments, deletions? Okay. Does anybody want to make a motion? We'll do the same motion as the Findings of Fact and the conditions have been changed. Hokkanen: I'll make a motion. I move the Chanhassen Planning Commission recommends that the City Council approve a 5,281 square foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the conditions and subject to the changes of conditions. Generous: Revised conditions. Hokkanen: Revised conditions of the staff report and adoption of the attached Findings of Fact and Recommendation. Now should we state these changes now? Generous: As revised. Aanenson: As recorded. Hokkanen: As recorded, okay. Colopoulos: Okay, I'll second that motion. Chanhassen Planning Commission — August 21, 2012 Aller: I have a motion and a second. Any discussion? Hokkanen moved, Colopoulos seconded that the Planning Commission approve a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the following conditions and adoption of the attached Findings of Fact and Recommendation. Building Official Conditions: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 5. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Engineering Conditions: 1. Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. 2. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 3. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. 4. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. 5. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. 6. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. 7. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952- Chanhassen Planning Commission — August 21, 2012 227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. 8. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. 9. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 10. Encroachment agreements will be needed for the fence in the drainage and utility easements. 11. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: 1. Increase plantings for bufferyard areas in order to meet ordinance requirements. 2. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. 3. At least 15 spruce trees shall be planted in staggered line groupings within the northern area of property. Final planting sites will be field located by applicant with city approval. Fire Marshal Conditions: I. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. 2. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. Planning Conditions: l . The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. 3. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. 4. A separate sign permit is required for each sign. 10 Chanhassen Planning Commission — August 21, 2012 5. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. 2. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. 3. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 see-' as described in ASTMD -4491 and an apparent opening size maximum of 0.25 turn. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Erosion and Sediment Control 1. The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. 2. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. 3. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. 4. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the S WPPP. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARING: AMENDING A RESIDENTIAL PLANNED UNIT DEVELOPMENT (PUD-R) AND REZONING FROM RESIDENTIAL PLANNED UNIT DEVELOPMENT (PUD-R) TO SINGLE FAMILY RESIDENTIAL (RSF): REOUEST TO AMEND THE SUNNYSLOPE PLANNED UNIT DEVELOPMENT -RESIDENTIAL. (PUD-R) TO INCORPORATE UNIQUE DEVELOPMENT ORCHARD HILLS AND WHITETAIL RIDGE FROM PLANNED UNIT DEVELOPMENT - II MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: July 26, 2012 SUBJ: Site Plan review for Canine Club & Spa Expansion Planning Case: 2012-06 I have reviewed the plans for the above project received by the Planning Department on July 20, 2012. Following are my comments, which should be included as conditions of approval. 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. 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 property line issues as well as plan review and permit procedures. GAPI.AN12012 Planning Ca \2012-06 Canine Club & Spa Expansion SPRVtesubmiaal 07-20- 2012buildingotricialcomments.doc Generous, Bob From: Biggar, Mark J [Mark. Biggar@centurylink.com] Sent: Friday, July 27, 2012 4:29 PM To: Generous, Bob- Meuwissen, Kim Subject: RE: City of Chanhassen -Canine Club (Superdog II) Site Plan Review Referral Hello Kim, I looked over the prints for the Superdog II site and it appears that CenturyLink's existing facilities will be out of the way of excavation and to the West of the construction area. This of course, will need to be verified and cable locations called for when any construction of the new building and parking lot starts. We have three buried cables that are located within a utility easement on the West property line. These buried cables provide service for the gas station, the tire shop and also for the water tower. There are numerous special circuits within these cables as well as regular telephone lines. Extreme care must be taken when working around these buried cables, however, it appears the excavation will be to the East of our cables. Also, there are other buried utilities near our cables within the same utility easement along this lot line (gas, power, fiber optics). If lowering or moving these cables is required due to the building expansion, a fee for labor and material will need to be obtained by CenturyLink prior to the start of any relocations. I sent a letter regarding this situation to you back on 05122/2012. I've attached the letter with this e-mail. Thank You, Mark Biggar Mark J. Biggar CenturyLink, Engineer II 343 East 82nd Street Chaska, MN. 55318 Phone: 952-448-8250 Fax: 952-448-3062 mark. biaaaricDcentu rvl i n k. com From: Meuwissen, Kim[mailto:kmeuwissen(ulci.chanhassen.mn.usl Sent: Wednesday, July 25, 2012 11:56 AM To: chentgesCa)co.carver.mn.us; menochsOch2m.com; Bill Monk; cherie.monson(obCenterPointEnergy.com; cthompson(almediacomcc.com; darvlh@mvec.net; Biggar, Mark J Cc: Generous, Bob Subject: City of Chanhassen -Canine Club (Superdog II) Site Plan Review Referral Referral agencies: • A copy of the referral document and location map are attached • Please review the documents from the following link: http://67.63.229.140/we bl i n k/b rowse. a sox?sta rtid=245715&d bid=0 • Please respond with comments no later than August 10, 2012 to (replies to this email will also be directed to Bob Generous): Affidavit of Publication Southwest Newspapers COF CARgNNE VER&HEPIN State of Minnesota) COUNTIES )SS. NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2012-06 Count of C y Carver ) NOTICE IS HEREBY GIVEN that the Chanhassen Plamning Com- mission will hold a public hearing on Tuesday, June 5, 2012, It 7:00 p.m. in the Council Chambers in Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized Chanhassen City Hall, 77t O Market agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- Blvd. The purpose of this hearing is to consider a request for S. to Plan lager and has full knowledge of the facts herein stated as follows: Review to expand an existing acil- ity on property zoned Planner. Unit (A) Tbese newspapers have complied with the requirements constituting qualification as a legal Development (PUD) and located at newspaper, as provided by Minnesota Statute 331 A.02, 331A.07, and other applicable laws, as 291082nd Street. Applicant: Karen amended. Jackson. A plan showing the location of (B) The printed public notice that is attached to this Affidavit and identified as No. the proposal is available for public was published on the date or dates and in the newspaper stated in the attached Noti and said review on the web site at Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of sen. City Hall during or at City Halla during regular u b si- the news ified. Printed below is a co of the lower case al habet from A to Z, both Paper spec copy p neat Hess hours. All interested persons sledpe sons inclusive, and is hereby acknowledged as being the kind and size of type used in the composition are invited to attend this public and publication of the Notice: hearing and express their opinions with respect to this proposal. abedefgbijkhnnopgrstuvwxyz Robert Generous, AICP, Senior Planner Email: bgenerous@ /t ci.chanhassen.mmus . Phone: 952-227-1131 J Laurie A. Hartmann (Published in the Chanhassen Villager on Thursday, May 24, 2012; No. 4623) Subscribed and sworn before me on h this,2 l day of 2012 JYMME JEANNETTE BARK � v NOTARY L'3tJC-MiNNESOTA No lie MY COMMISSION EXPIRES 01131/13 i RATE INFORMATION 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 SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/30/2012 2:44 PM Receipt No. 00189249 CLERK: AshleyM PAYEE: Karen Jackson 2910 82nd Street Chanhassen MN 55317- Planning Case #2012-06 ----------------------- - GIS List 36.00 Total 36.00 Cash 0.00 Credit Cd 36.00 ----------- Change 0.00 SCANNED CITY OF CHANHASSEN 7708 MARKET BLUD CHANHASSEN, M. 55317-8 F'aIAL I.D., 00173400008008154057� K0ANT N; 80082546517 VISA 101=0$6127 $ SALE RE' )RD N: 2 INV: 808801 AIE: MAY 30, 12 TIME: 13:48 BATCH: 184 AUTH: WOOD PUS RESPONSE: Y CVU2 RESPONSE: P 4DRESS AND S DI6I1 21P MATCH TOTAL $36.00 I AGREE TO PAY ABOVE TOTAL AMOUNT ACCORDING TO CARD ISSUER AGREEMENT MERCHANT AGREEMENT IF CREDIT VOUCHEGo CUSTOMER COPY SCANM M City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Karen Jackson Canine Club & Spa 2910 82nd Street Chanhassen, MN 55317 Invoice Re: Site Plan Review, 2910 82nd Street Planning Case 2012-06 SALESPERSON DATE TERMS KTM 5-24-12 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 12 Property Owners List within 500' of 2910 82nd Street (12 labels) $3.00 $36.00 TOTAL DUE $36.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for June 5. 2012. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2012-06. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED u SCANNED CITY OF CHANHASSEN RECEIVED JUL 2 0 2012 HINKLEY CHANHASSEN PLANNING DEPT C. Notes Light Type At Exterior Decorative We life AGLow' Wall Sconc 2570AR-ES Harbor Harbor has an updated nautical feel, with a style inspired by the clean, strong lines of a welcoming lighthouse. The cast aluminum and brass construction is accented by bold stripes against the seedy glass. Width: 7" Height: 10.5" Weight: 5 lbs. Material: Brass And Aluminum Glass: Etched Amber Seedy Glass Bulb: One 13w CFL GU24 (included) Voltage: 120v TTO: 4.75" Extension: 7.75" Back Plate Height: 7" Back Plate Width: 4.5" Certification: c-UL-us Wet UPC: 640665257021 Hinkley Lighting. Ix. 1 330M Pin Oak Parkway I Avon Lake. OH 44012 1 216.671.33001 216.671.4537 fax H I (yKLEY. www.hinkleylighting.com Iwww.hinkleylandscapelignoingcom l w.ve.fredrickramoreLcom LANDSCAPE FREDRICK RAMOND www..faceWok.com'hinkleylighling 1 www.youtub wnfiinkleyligttingim I i - - - - CATALOG NO. TYPE FloodPak Series FPM Light Type B Utility Wail Lights JOB NAME Superdog II CITY OF CHANHASSEN RECEIVED JUL 2 U 2012 ORDERING INFORMATION CHANHASSEN PLANNING DEPT Catalog Number: Example: FPM175PMAL-8 FPM 150 PMA L SERIES LAMP SOURCE OPTIDRS FPM- LX-High Pressure AMC -Automatic FloodPak Sodium standby auxiliary Medium WATTAGE (HX-HPF) LAMP light. Lamp VOLTAGE NFL -Compact included.' 57-57W Fluorescent L-Lamp 1-120V 70-70W PMA-Pulse Start furnished 5-480V 150-15OW Metal Halide 8-120V. 175-175W (HX-HPF) 208V 240V, 277V HID units supplied with clear medium base lamp. -AMC not available on 175W fixtures. ACCESSORIES FPSKNUCKLE - 12' Adjustable Knuckle. FPSARM - Shoebox Arm. Converts FloodPak to pole -mount (minimum 4' square pole). FP2 - Single hole round cover for use with standard 4' round surface boxes. FP4B - Three hole FS style cover cover for use on standard single gang FS boxes. FPMSHIELD - Vandal Shield. Helps protect lens and lamp from breakage. Clear polycarbonate shield snaps in place over glass lens. FP4A - Single hole FS style cover cover FPSRPA - Round pole adapter. for use on standard single gang FS boxes. FPM552 - Replacement Lens. TECHNICAL INFORMATION ` � UL WO Location Usted Cresce USlonco • 2345 Vauxhall Rd. • Unwn, 14J 070a3.908-964-7000 • vww.sloncchgh jng.0 m 10r10 2-3 PRODUCT SPECIFICATIONS • The FloodPak is a perfect blend of architectural design and performance. • The FloodPak can be surface mounted in various positions. Use it as a cut-off wallpack or tip N up 22.50 for forward throw with semi -cut-off. Tip it up 450 for floodlighting, or turn it over and use it for indirect/accent lighting. • The FloodPak can also be pole mounted or ground mounted using mounting accessories. • Precision die cast aluminum construction. All exposed hardware is stainless steel. • Duraplex II dark bronze polyester powder finish is standard but the FloodPak is available in a variety of designer colors. • Hinged door frame with clear tempered glass lens. • Multi -faceted reflection system provides uniform distribution. • Injection molded triple finger silicone gasket. • UL wet location listed for above or below horizontal aiming. • Complete with a UL approved mounting box rated for 90-C supply wire with integral bubble level. • Integral heat sink ensures cool operation. • Meets IESNA cut-off requirements. • Contractor Friendly design with integral cable permiting easy, hands free wiring. Stonco is a Philips group brand PHILIPS 2-3 PHOTOMETRICS 3MH 2MH 1MM e IMH 2MH 3MH 3MH 2MH 1MH IMH 2MF 3MF 31AH 2MH 1MH 0 IMH 2MH 3MH FPM 175MAL-8 0 0' 1■■W PEEN Ohl, ■1 1■■cr�R 7)1I 1■■L1lt��)�I 1■■\■■ ■► 3MH 2MH 1MH 0 IMH 2MH 3MH FPM175MAL-8 @ 45' MOUNTING OPTIONS ft %W op Flooffak Series FPM ■MMMMM-ME 1■■■ FANS 1■1 1■■I//.■■■11 1■■rrr■■�r�ri 3MH 2MH IMH 0 IMH 2MH 3MH FPM175MAL-8 @ 22.5° FOOTCANDLE CORRECTION Multiply the following factors times the footcandle values for changes in mounting height. To Change from 15' New Fight. 8' 10' 15 20' Factor 3.5 2.3 1.0 0.6 LAMP AND WATT CONVERSIONS Lamp 70W 100W 15OW 175W Multiplier .36 .57 0.7 1.0 CITY OF RECEIVED SSEN JUL 2 0 2012 CHANHASSEN PLANNING DEPT 0° Down 22.5° Down 45' Down 0• Up 22.5° Up 45• Up Crescenl/Stonco • 2345 Vauxhall Rd • Unon. NJ 07083 • 90&964-7000 • www. slacdighting.com 10/10 Stonco is a Philips group brand PHILIPS CATALOG NO. TYPE Site Pole Lights Parking and Yard &WO JOB NAME Superdog II MCL Series Medium Cutoff Roadway Luminaire (Type III Distribution) ORDERING INFORMATION Catalog Number: Example: MCL385841NDTLR/PC-1 MCL 3 MIAGE PMA OPTIONS MCL- 8584-95W A -Adjustable arm Medium DISTRIBUTION 4000K LAMP 15° matt. VOLTAGE Cutoff 150-150W SOURCE F-Single fusing Roadway 3-Type III 1-120V Luminaire 175-175W 120V 277V IND-Induction' 2-208V 320-32OW FFS-0Double 2 0V 9 320-320W Rlgh 480V 240V, 3-240V Pressure 480V 4-27N 350-35OW Sodium ACCESSORIES 400-40OW PMA.Super photoco ttrolt lock 5-460V MCLVS-MCL Vandal Shield . uegulated PCB -Button type 8-12 V Lexan) a ( auto rreg MCLGS-MCL Glare Shield. Pulse Start Metal photmontrol 240V MC1.552-Replacement Lens Kit. Halide (not available 277V with "A" option) MOUNTING ACCESSORIES MCLTA25R-two W 901 MCLTA35R-three ® 120° MCLRPA4-MCL 4' Round Pole Adapter MCLTAI OR-MCL Tenon Adapter (2 318 OD) drilled for one MCLTA2OR-MCL Tenon Adapter (2 318 OD) drilled for two @ 180` MCLTA30R-MCL Tenon Adapter (2 318 OD) drilled for three MCLTA4OR-MCL Tenon Adapter (2 3/8 OD) drilled for four MCLTA25S-two @ 90° MCLTA70S-MCL Tenon Adapter (2 318 OD) drilled for one SO MCLTA20S-MCL Tenon Adapter (2 318 OD) drilled for two ® 180° SO MCLTA30S-MCL Tenon Adapter (2 3/8 OD) drilled for three So MCLTA4OS-MCL Tenon Adapter (2 318 OD) drilled for four SO MC10-MCL 5' SO Wall Mounting Plate 206WBR-MCL 5- SO Thru Wire Box MCLARMTLRSC-MCL Warm with Twist Lock Photocontrol and Shorting Cap MCI -HISS -House Side Shield See page 3-A for mounting accessories r® UL Wet Location . UL File Number: ElafEB602i021 120V and 277V only TECHNICAL INFORMATION LX PMA 15OW ED-23 175W ED-28 25OW ED-18 25OW ED-28 40OW ED-18 40OW ED-37 atm ta— ) L �t� EPA=1.50 sq.R Crescent'Slonco • 2345 Vauxhall Rd. • Umon, NJ 070a3. 900-964-7000 www.crer4'6AThhMQWA iNHA$SEN RECEIVED Stonco is a Philips group brand JUL 2 0 2012 3-20 PRODUCT SPECIFICATIONS • MCL Cutoff Luminaire is ideal for any outdoor application where tight light control is needed to prevent glare and light trepass. Perfect for roadways and parking lots • One piece die-cast aluminum housing is finished in Duraplex II bronze polyester • Lens frame assembly is fully gasketed with silicone to prevent dust and bug entry • Heat and shock resistant tempered glass lens • One piece hydroformed reflector • Tookless entry for relamping. Lens frame opens by releasing a stainless steel latch • All internal electrical components are installed on a ballast tray that swings down for easy access and replacement • 6' die-cast aluminum arm, factory installed, with integral wiring compartment. Side access cover allows wiring connections to be made in arm. • Key slot design allows for single person hook and placement of fixture leaving hands free for wiring • Induction rated for 100,000 hours t )ption PHILIPS CHANHASSEN PLANNING DEPT 3-20 MCL Series Medium Cutoff Roadway Luminaire PHOTOMETRICS 5MH 4MH 3MH 2MH IMH 0 IMH 2MH 3MH 4MH 5MH MCL3400LX MOUNTING HEIGHT: 25', Tilt Angle 0' IES CLASS: Type It Cut -Off, Medium SUGGESTED SPECIFICATIONS Fixture shall be outdoor weatherproof area lighter sharp cutoff luminaire, for HID lamps. Housing and lens frame shall each be one piece corrosion resistant die-cast aluminum with radiused edges and corners. The low E.P.A. of 1.30 luminaire shall be finished in Duraplex IITm dark bronze polyester powder. Fixture shall be furnished with an integral constant wattage high power factor ballast (type CWA), mounted to die-cast housing for heat dissipation. Lens frame shall be one piece corrosion resistant die-cast aluminum with integral hinges and radiused corners held by two FOOTCANDLE CORRECTION Multiply the following factors times the footcandle values for changes in mounting height. To Change from 25' New Height 15' 20' 25' 30' 35' 40' Factor 2.77 1.56 1.00 .69 .51 .39 WATTAGE CONVERSION: Multiply the following factors times the footcandle values for changes in mounting height. 20OW HIPS .44 25OW HIPS .55 175W PMA 39 25OW PMA .57 captive stainless steel fasteners. Lens frame will provide constant equal pressure on the neoprene gasket seating the optical chamber from rain, dust and insects. Frame will retain an optically clear, heat and impact resistant tempered glass lens, silicone sealed and held in place with retainer clips. The mounting arm construction shall allow for securing luminaire on a square pole, all mounting hardware shall be hidden inside the arm. Mounting arrangements on one, two, three or four way shall be possible. Two unique reflectors are available, one for high CITY OF CHANHASSEN RECEIVED JUL 2 0 2012 CHANHASSEN PLANNING DEPT iNM 3MN M 1MN 0 IMH 2MH 3W 4W 2MN IMH IMH vox 3MH 4MH MCL340OPMA MOUNTING HEIGHT: 25', Tilt Angle 0" IES CLASS: Type III Cut -Off, Medium pressure sodium and one for metal halide lamps. The hydroform reflector shall be one piece multi -faceted, high purity, aluminum with specular Alzak® finish. Fixture shall be equipped with deluxe, glazed porcelain lamp socket with nickel plated, vibration -proof "lamp -grip", screw shell and spring -loaded center contact. Sockets in high pressure sodium units shall be pulse -rated for 4KV. Distribution shall be Type III medium as classified by IES with no trespass house side distribution. Fixture shall be Stonco Cat. No. (specify). Crescent15tonoo • 2345 Vauxhall Rd. • Union, NJ 07093. 90&964-7000 www.crescent-stwlco.com 11110 Stonco is a Philips group brand PHILIPS CITY OF CHANHASSEN RECEIVED JUL 2 U 201Z StoOCO CHANHASSENPLANNIN(�DEPf Mounting Accessories 3-A For MCL Series (up to 400W) Shoebox Fixtures 2WWBR MC10 Die-cast aluminum adapter mounting plate with bronze powder finish. Fixture arm mounts to MC10 and can be surface mounted via 4 lag bolts. 07'" 206WBR Die-cast aluminum J-Box for MC10. Has four 3/4' threaded holes. Finished in bronze powder. MC10 MCL Template 7116" Q 5 e" O 1" 7M e MCLTMOR MCLMOR and MCLTA10S Sand-cast aluminum tenon adapters. Allows 1 to 4 fixtures to be mounted to a square or round pole with a 2 3/8" tenon. Number Round Square of Fixtures Pole Adapters Pole Adapters 1 MCLTA10R` MCLTAIOS 2 MCLTA20R' MCLTA20S 3 MCLTA30R' MCLTA30S 4 MCLTA40R' MCLTA40S MCLTA10S 'Requires one MCLRPA4 round pole adapter per fixture, For LCL Series (1000W) Shoebox Fixtures RUM RM2CA ;p4 3' � 1112' V14 4 e 791' IN � 3011z' ---� +4 — CiescentSlonco 2345 va xhall Rd. • Union. NJ 07083 • 908-964-7000 Page 1 of 1 WIM SQUARE NON -TAPERED STEEL (SS) POLE SHAFT The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of II gauge (0.1196"). The pole shaft material shall conform to ASTM A-500 Grade C with a minimum vield strength of 50,000 psi. The pole shaft has a full length longitudinal resistance weld and is uniformly square in cross-section with (tat sides, small comer radii and excellent torsional properties. HANDHOLE An oval reinforced gasketed handbole, having a nominal 3" x 5" inside opening. located I'-6" above base, is standard on all poles. A grounding provision is located inside the handhole ring. BASE PLATE The anchor base is fabricated from structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American Welding Society specification AWS DI.1, latest edition. ANCHOR BOLT Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153. Fully galvanized anchor bolts are available upon request. FINISH Standard - All exterior metal surfaces are mechanically cleaned to remove all oxides and contaminants prior to coating. The standard finish is a polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils for all color finishes. Galvanizing is available upon request. SS4001120-BZ-DM 10-BC CA FALOG LOGIC CODE FNPLANA HON Series: SS Square Non -Tapered Steel Poles Hari Diameter: J00 4.0" Base Bottom Diameter Gauge: II II gauge thickness \ominal Hcight: 20 20 feet tall Finish: BZ. Bnnnc Finish Paint Mounting Designation: D)1111 Drilled for I Luminaire Option,: RC Base Cover HI K. HI IfU POLESHAFF (in.lx(N.) t;AGGE H:%%DHOLE SIZE ANCHOR BOLL (in.)(in.)xtin.lx BOLT CIRC LI -. 40z'0, n Y- i' 80M1'H trL=1 go MI'll (ic=) 100 MPH trvl WEIGHT12 o I P 1AI. P ° " I CITY OF CHANHASSEN RECEIVED JUL 2 0 2012 http://www-.wjmpoles.com/WJMSubmitSheet.asp CHANHASSEN PLANNING DEPT 5/3/2012 MEMORANDUM CYOF TO: Bob Generous, Senior Planner CHMIMSENFROM: Terry Jeffery, Water Resources Coordinator 7700 Market Boulevard PO Box 147 DATE: August 13, 2012 Chanhassen, MN 55317 RE: Superdog II Site Plan Review Administration Phone:952.227.1100 Fax:952.227.1110 1 have reviewed the plans developed by James R. Hill, Inc. May 4, 2012 and revised July 20, 2012. Based upon my review I offer the following comments. Building Inspections Phone:952,227.1180 Surface Water Drainage and Treatment Fax:952.227.1190 1. While it does not appear that the site will exceed the maximum 70% hardcover Engineering Phone:952.227.1160 as allowed by §20-505 calculations must be provided. These calculations shall Fax:952.227.1170 include the artificial turf areas. 2. The submittal shall indicate if there is an underdrain system for the artificial turf Finance areas? If there is show how this is connected to the public conveyance system. Phone:952.227.1140 The applicant must also describe how this system prevents animal wastes from Fax:952,227.1110 entering the storm sewer system. 3. The landscape plan calls out non -woven weed mat. This should be changed to Park Recreation reflect that the fabric must have a minimum permittivity of 0.7 sec' as Phone: 52.227.1120 described in ASTMD -4491 and an apparent opening size maximum of 0.25 mm. Fax:5ax:92.227.1110 If this is not acceptable for the landscaping purposes, this area shall be Recreation Center calculated as hardcover for both planning and storm water modeling purposes. 2310 Coulter Boulevard Phone:952.227.1400 Erosion and Sediment Control Fax:952.227.1404 1. The applicant shall provide the NPDES Permit number prior to commencement Planning 8 Natural Resources of earth disturbing activities. Phone:952.227.1130 2• The SWPPP shall be amended such that under Project Contacts, the City contact Fax:952.227.1110 is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.393.1146 shall be added. Public Works 3. That portion of the SWPPP with the heading "Responsibility Requirements" shall 7901 Park Place be completed in full and submitted to the City and included in the on -site Phone:952.227.1300 SWPPP prior to the commencement of earth disturbing activities. Fax:952.227.1310 4. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be Senior Center included in the SWPPP. Phone:952.227.1125 Fax:952.227.1110 This concludes my review. If you have any questions, please contact me at extension Web Site 1168. www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Jill ... ...... � 111111 � 111 111 ... ... . '■■■ MENNEN111111,,111 Super Dog II 1ENE MENNEN 111 111111, ■ ■ 11114 � .....�. Architecture & Planning Page 2 of 2 <<File: SD005677.pdf>> Joe, Attached is the previously approved drainage calcs that include all 22.4 ac of southern drainage area of which 3.08 is the Superdog site. This is based on a composite CN of 84 and NURP based on 80% impervious directly connected. Our combined new site will be somewhere under 60% impervious as well as a composite CN of under 84. Let me know as soon as you can if you do not agree with this. Otherwise, I will assume that the ponding, both quality and quantity, is taken care of with the regional pond system. Thanks. Kurt Kurt D. Quaintance, PE Vice President James R. hill, Inc. 2500 West County Road 42. # 120 BUM5VIlle, MN 55337 Ph. 952-890-GO44 (ext. 1 17) fax, 952-890-6244 Cell (61 2) 508-8890 Wuamtance(dhinc com CITY OF RECEIVED SSEN JUL 2 0 2012 CHANHASSEN PLANNING DEPT 4/9/2012 SCANNED Page 1 of 3 Kurt Quaintance From: Kurt Quaintance (kquaintance@]rhinc.com] Sent: Thursday, March 20, 2008 3:17 PM To: 'JSHAMLA@CI.CHANHASSEN.MN.US' Subject: ARBORETUM BUSINESS PARK DRAINAGE/SUPERDOG JOE, ATTACHED ARE DRAINAGE CALCULATIONS/MAPS FOR THE SOUTHERN REGIONAL POND OF THE ARBORETUM BUSINESS PARK (22.4 ACS DRAINAGE AREA). I HAVE INCLUDED A JRH HYDROCAD VERSION OF THE SCHOELL & MADSON DRAINAGE CALCS THAT I HAD RECEIVED FROM ALYSON, AS WELL AS SCHOELL & MADSON COMPS THAT ILLUSTRATE WHERE I PULLED SOME OF THE BASE NUMBERS. ONE OF THE HYDROCAD RUNS IS THE 100YR AND THE OTHER IS THE NPDES WATER QUALITY (0.5 IN RUNOFF-5.66 CFS/SURF AC). I HAVE ALSO INCLUDED A WALKER NURP CALC WITH THE REQUIRED MPCA PERMANENT VOLUME. IT LOOKS TO ME THAT THE CURRENT REGIONAL POND AS SHOWN AND DESIGNED PER THE DOCUMENTS PROVIDED BY SCHOELL & MADSON MEETS WATER QUANTITY AND QUALITY REQUIREMENTS FOR THE ENTIRE 22.4 ACS, WHICH INCLUDES THE 3.08 AC KENNEL SITE EAST OF THE HOLIDAY STATION STORE ON 82ND STREET. PLEASE LET ME KNOW WHAT YOU THINK. IF YOU HAVE ANY QUESTIONS, PLEASE GIVE ME A CALL. THANKS KURT Kurt D. Quaintance, PE Vice Pre50ent James R. dill, Inc. 2500 West County Road 42, # 120 Burn5ville, MN 55337 Ph.052-890-GO44 Fax.952-890-G244 kcqua inta nce (d, J rhinc. com 711 S/i z CITY OF CHANHASSEN RECEIVED JUL 2 0 2012 CHANHASSEN PLANNING DEPT 3/20/2008 SCANNED (new Subc (new Pond) Subcat Reach Aon Llnk SCANNED proposed 3-20-08 Type 11 24-hr 100yr Rainfall=5.90" y {enter your company name here) Page 2 7.00 s/n 000744 © 1986-2003 Applied Microcomputer Systems 3/20/2008 Time span=0.00-100.00 hrs, dt=0.10 hrs, 1001 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Sim -Route method - Pond routing by Sim -Route method Subcatchment 1S: (new Subcat) Runoff Area=22.400 ac Runoff Depth=4.10" Tc=30.0 min CN=84 Runoff=78.56 cfs 7.659 of Pond 2P: (new Pond) Peak Elev=966.19' Storage=4.271 of Inflow=78.56 cfs 7.659 of Outflow=10.00 cfs 7.614 of Total Runoff Area = 22.400 ac Runoff Volume = 7.659 of Average Runoff Depth = 4.10" S�WMED superdog proposed 3-20-08 Prepared by {enter your company name HydroCADO 7.00 s/n 000744 © 1986-2003 Ai Type // 24-hr 100yr Rainfall=5.90" Page 3 Subcatchment 1S: (new Subcat) Runoff = 78.56 cfs @ 12.24 hrs, Volume= 7.659 af, Depth= 4.10" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-100.00 hrs, dt= 0.10 hrs Type II 24-hr 100yr Rainfall=5.90" Area (ac) CN Description 22.400 84 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 30.0 Direct Entry, Pond 2P: (new Pond) Inflow Area = 22.400 ac, Inflow Depth = 4.10" for 100yr event Inflow 78.56 cfs @ 1224 hrs, Volume= 7.659 of Outflow 10.00 cfs @ 13.27 hrs, Volume= 7.614 af, Atten= 87%, Lag= 62.2 min Primary = 10.00 cfs @ 13.27 hrs, Volume= 7.614 of Routing by Sim -Route method, Time Span= 0.00-100.00 hrs, dt= 0.10 hrs Peak Elev= 966.19' @ 13.27 hrs Surf.Area= 1.034 ac Storage= 4.271 of Flood Elev= 970.00' Surf.Area= 1.330 ac Storage= 8.160 of Plug -Flow detention time= 363.4 min calculated for 7.614 of (99% of inflow) Center -of -Mass det. time= 359.7 min ( 1,182.9 - 823.3) # Invert Avail.Storage Storage Description 1 962.00' 8.160 of Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store _ (feet) (acres) (acre-feet) (acre-feet) 962.00 0.710 0.000 0.000 970.00 1.330 8.160 8.160 [ er Flamm # Routing Invert Outlet Devices J4. %q'vr-�1 Primary 962.00' 24.0" x 65.0' long Culvert Ke= 0.500 Outlet Invert= 961.55' S= 0.0069 'P n= 0.013 Cc= 0.900 2 Device 1 962.00' 9.0" Vert. Orifice/Grate C= 0.600 3 Device 1 963.30' 12.0" Vert Orifice/Grate C= 0.600 Primary OutFlow Max=9.99 cfs @ 13.27 hrs HW=966.19' (Free Discharge) L7=Culvert (Passes 9.99 cfs of 26.93 cfs potential flow) L2=Orifice/Grate (Orifice Controls 4.15 cfs @ 9.4 fps) 3--Orifice/Grate (Orifice Controls 5.84 cfs @ 7.4 fps) SCANNED (new Subc (new Pond) Subca Reach Aon Llnk SCANNED superdog proposed water quality3-20-08 Type 1124-hr water quality Rainfall=0.70" Prepared by (enter your company name here} Page 2 HydroCADO 7.00 s/n 000744 © 1986-2003 Applied Microcomputer Systems 3/20/2008 Time span=0.00-100.00 hrs, dt=0.10 hrs, 1001 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Sim -Route method - Pond routing by Sim -Route method Subcatchment 1S: (new Subcat) Runoff Area=22.400 ac Runoff Depth=0.50" Tc=1.0 min CN=98 Runoff=20.00 cfs 0.940 of Pond 2P: (new Pond) Peak Elev=962.57' Storage=0.578 of Inflow=20.00 cfs 0.940 of Outflow=0.92 cfs 0.901 of Total Runoff Area = 22.400 ac Runoff Volume = 0.940 of Average Runoff Depth = 0.50" 1NLD superdog proposed water quality3-20-08 Type 1124-hr water quality Rainfall=0.70" Prepared by {enter your company name here) Page 3 HydroCADO 7.00 s/n 000744 © 1986-2003 Applied Microcomputer Systems 3/20/2008 Subcatchment 1S: (new Subcat) [49] Hint: Tc<2dt may require smaller dt Runoff = 20.00 cfs @ 11.89 hrs, Volume= 0.940 af, Depth= 0.50" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-100.00 hrs, dt= 0.10 hrs Type II 24-hr water quality Rainfall=0.70" Area (ac) CN Description 22.400 98 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Pond 2P: (new Pond) Inflow Area = 22.400 ac, Inflow Depth = 0.50" for water quality event Inflow = 20.00 cfs @ 11.89 hrs, Volume= 0.940 of Outflow = 0.92 cfs @ 13.02 hrs, Volume= 0.901 af, Atten= 95%, Lag= 68.0 min Primary = 0.92 cfs @ 13.02 hrs, Volume= 0.901 of Routing by Sim -Route method, Time Span= 0.00-100.00 hrs, dt= 0.10 hrs Peak Elev= 962.5T @ 13.02 hrs Surf.Area= 0.754 ac Storage= 0.578 f Flood Elev= 970.00' Surf.Area= 1.330 ac Storage= 8.160 of Q = 1, 3 (nCS 5 ..r f AC - Plug -Flow detention time= 652.4 min calculated for 0.900 of (96% of inflow) Center -of -Mass det. time= 632.4 min ( 1,424.9 - 792.5 ) # Invert Avail.Storage Storage Description 1 962.00' 8.160 of Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store feet acres acre-feet acre-feet 962.00 0.710 0.000 0.000 970.00 1.330 8.160 8.160 # Routing Invert Outlet Devices 1 Primary 962.00' 24.0" x 65.0' long Culvert Ke= 0.500 Outlet Invert= 961.55' S= 0.0069 'f n= 0.013 Cc= 0.900 2 Device 1 962.00' 9.0" Vert. Orifice/Grate C= 0.600 3 Device 1 963.30' 12.0" Vert Orifice/Grate C= 0.600 MPrimary OutFlow Max=0.92 cfs @ 13.02 hrs HW=962.57' (Free Discharge) L1=Culvert (Passes 0.92 cfs of 1.61 cfs potential flow) �2--Orifice/Grate (Orifice Controls 0.92 cfs @ 2.6 fps) 3--Orifice/Grate ( Controls 0.00 cfs) SCANNED NURP DESIGN - POND PROJECT' ARBORETUM BUSINESS PARK PROJ. NO.: CLIENT: PLAN DATE: 3-20-08 LOCATION- CHANHASSEN, MINNESOTA COMP, DATE:3-20-08 NURP POND DESIGN INPUT DATA TOTAL WATERSHED AREA (ACRES): 22.4 TOTAL IMPERVIOUS AREA DIRECTLY CONNECTED TO STORM SEWER: 17.92 0% AREA WEIGHTED MEAN SCS CURVE NUMBER: 61 20% DESIGN STORM SIZE (INCHES): 2.5 NURP POND DESIGN OUTPUT PA METERS IMPERVIOUS FRACTION: 80.00% MAXIMUM SOIL RETENTION (INCHES) 6.39 DESIGN STORM RUNOFF (INCHES): 2.04 MIN. REQUIRED WET VOLUME STORAGE (NURP) VOLUME (ac-ft): 3.81 DESIGNED WET VOLUME STORAGE (NURP) VOLUME (ac-ft): 4.04 PER PLAN REQUIRED MPCA PERMANENT VOLUME (1800FTA3/AC) (ac-ft): 0.93 McUiod of calculation is taken from "DESIGN CALCULATIONS FOR WET DETENTION PONDS' by William W. Walker, October, 1987. SCANNED 'Quick TR-55 Version: 5.46 SIN: Page 1 ' TR-55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) ' Executed: 04-04-1997 09:31:44 Watershed file: --> C:\DATA\61809\004\PR\5100 WSD Hydrograph file: --> C:\DATA\61809\004\PR\5100O HYD GATEWAY CHANHASSEN 3/22/97 JK STORMWATER MANAGEMENT PLAN PROPOSED CONDITIONS NURP BASIN DESIGN SOUTH BASIN (EC-P2.7) 100 YEAR DESIGN STORM >>>> Input Parameters Used to Compute Hydrograph <<<< Subarea AREA CN Tc * Tt � Precip. Runoff Ia/p 'escription---- 6, (hrs) (hr s) (in) I (in) input/used PROPOSED -(acres) -------------------------------------- 22.40 84.0 0.50 0.00 5.90 1 4.10 .06 .10 --------------------------------------------------------------------- Travel time from subarea outfall to composite watershed outfall point. Total area = 22.40 acres or 0.03500 sq.mi Peak discharge = 76 cfs Modifications of Input Parameters «« < ----- -----»»-Computer -------------------------------------=------------------------ Input Values Rounded Values Ia/p Subarea ascription Tc * Tt Tc * Tt Interpolated Ia/p (hr) (hr) (hr) (hr) (Yes/No) Messages ------------------------------------------------------------------------------ ROPOSED 0.62 0.00 0.50 0.00 No Computed Ia/p < .1 ------------------=-------------------- ------------------------------ Travel time from subarea outfall to composite watershed outfall point. D l E SCANNED i 11 POND-2 Version: 5.17 SIN: rECUTED: 04-04-1997 09:39:51 Page 7 SUMMARY OF ROUTING COMPUTATIONS ****************** Pond File: C:\DATA\61809\004\PR\SAND .PND ' Inflow Hydrograph: C:\DATA\61809\004\PR\S1000 .HYD Outflow Hydrograph: C:\DATA\61809\004\PR\OTTr HYD ' Starting Pond W.S. Elevation = 962.00 ft Summary of Peak Outflow and Peak Elevation ***** Peak Inflow 76.00 cfs Peak Outflow = 11.29 cfs Peak Elevation = 966.26 ft ***** Summary of Approximate Peak Storage ***** Initial Storage = 4.04 ac-ftvJwt, kro Peak Storage From Storm = 3.66ac_ft - Total Storage in Pond = 7.70 ac-ft Warning: Inflow hydrograph truncated on left side. CANE POND-2 Version: 5.17 SIN: GATEWAY CF1AN IASSEN 4/3/97 JK STORMWATER MANAGEMENT PLAN PROPOSED NURP BASIN DESIGN SOUTH BASIN ' STORAGE VOLUMES ' CALCULATED 04-04-1997 10:08:32 DISK FILE: C:\DATA\61809\004\PR\SVOL VOL ' Planimeter scale: 1 inch = 100 ft. * Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in.) (acres) (acres) (acre-ft) (acre-ft) --------------------------------------------------------------------------- 952.00 1.00 0.23 0.00 0.00 0.00 9 00 2.40 0.5� 1.14 3.41 3.41``, 3.10 � 1.89 0.63 4.084 970.00 5.80 1.33 3.02 8.04 12.08 I r 1 I 1 I IL G� * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-ELI) * (Area! + A_rea2 + sq.rt.(Area1*A_rea2)) where: ELI, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for ELI, EL2, respectively Volume = Incremental volume between ELI and EL2 SCANNED Outlet Structure File: SSTR _STR POND-2 Version: 5.17 SIN: Date Executed: Time Executed: GATEWAY CHANHASSEN 4/3/97 JK STORMWATER MANAGEMENT PLAN PROPOSED NUTRIENT TRAP SOUTH BP -SIN (BC-P2.7) >>>>>> Structure No_ 1 <<<<<< (Input Data) ORIFICE Orifice - Based on Area and Datum Elevation E1 elev.(ft)? E2 elev.(ft)? Orifice coeff.? Invert elev_(ft)? Datum elev.(ft) ? Orifice area (sq ft)? 970.0 .62 962.0 962.0` .4416 A '4NNED Outlet Structure File: SSTR STR POND-2 Version: 5.17 S/N: Date Executed: Time Executed: t#t**tt#tt**i**t*t**#t**t*t*ttt*tt**ttict*tttt* GATEWAY CFiANHASSEN 4/3/97 JK STORMWATER MANAGEMENT PLAN PROPOSED NUTRIENT TRAP SOUTH BASIN (BC-P2.7) tttt#ttttttttttttttttttttttttttttttttttttttttt »»» Structure No. 2 <<<<<< (Input Data) ORIFICE Orifice - Based on Area and Datum Elevation El elev.(ft)? E2 elev.(ft)? Orifice coeff.? Invert elev.(ft)? Datum elev.(ft) ? Orifice area (sq ft)? 963 .3.* 970 .62 963.3 963.3 .785 0� SCA :sD James R. Hill, Inc. PLANNERS / ENGINEERS / SURVEYORS 2500 West County Road 42. Sute 120 &ary Ale. MN 55044 612 / 890-60" fox 612 / 890-6244 edu a No. or T, b. A C C X A E Y To Area No. ones coef. C x A 1 ;min - STORM SiORM SEWER DESIGN COMPUTATION SHEET -p` jx Roject: Descr%* n: l U y e- poe-TYM: IL' 0.5 23 0,4z'y is" 0.625 SheetL of ' 1Z' 0•l5 5.3 0�7-$0/a JobNo.:ZZSpZ U' 0.515 -I-?- Prepared by: Kmdz zit 1 q.4 O• �0°/. Dates f Z iL Z�^ 1.1Z5 1\,°1 D.15%. 0,1a°io 3y` 1.5 2�b Z1.2 Q70 (v QQ 3EF/5 P F� e®�©�m� - = ©mom:- -- ; - -• . -sue®; mm� e SCANNED JAMES R. HILL, INC. 2500 W. County Rd. 42 Suite 120 BURNSVILLE, MINNESOTA 55337 Phone (952) 890.60" Fax (952) 890.6244 TO ��iSS r WE ARE SENDING YOU XAttached ❑ Under separate cover via > ❑ Shop drawings f Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ DAl J I JOB NO. AF EEENNn(N T the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION TFf (:Tlle5 CC— Pl -, S'f THESE ARE TRANSMITTED as checked below: JFor approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections El ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US is - CW)MMM F:AMIIY19pEP( COPY TO SIGNED: /f enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN SITE PLAN PERMIT # 2012-06 SPECIAL PROVISIONS AGREEMENT dated September 10, 2012, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and SUPER DOG COUNTRY CLUB, LLC (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area (referred to in this Permit as the "project'). The land is legally described as Lot 2, Block 1, Arboretum Business Park P Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and famish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: Site Plan prepared by James R. Hill, Inc., dated May 4, 2012, revised July 20, 2012. Plan B: Grading, Drainage and Erosion Control Plan prepared by James R. Hill, Inc., dated May 4, 2012, revised July 20, 2012. Plan C: Landscaping Plan prepared by James R. Hill, Inc., dated May 4, 2012, revised July 18, 2012. Plan D: Utility Plans prepared by James R. Hill, Inc., dated May 4, 2012, revised July 20, 2012. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2013. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $12,750.00 (erosion control, landscaping and storm sewer). 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: Super Dog Country Club, LLC Attn: Karen Jackson 10104 Indigo Drive Eden Prairie, MN 55347-1208 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 5,281 square -foot expansion to the approved site plan for a total of 26,301 square feet of building area subject to the following conditions: Building Official Conditions: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. e. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Engineering Conditions: a. Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. b. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. c. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. d. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. e. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. f. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. g. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952-227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. h. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. i. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. j. Encroachment agreements will be needed for the fence in the drainage and utility easements. k. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: a. Increase plantings for bufferyard areas in order to meet ordinance requirements. b. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. c. To control noise the applicant must install, maintain and operate an ultrasonic noise abatement system. City staff will review the effectiveness of the system 6 months after - the system is operational and then 12 months after it is operational. If city staff concludes there's an issue with noise they will bring it back to the City Council and the City Council may require the planting of 15 trees to replace the noise abatement system. The applicant shall escrow X dollars as determined by city staff to guarantee that the trees are planted. Fire Marshal Conditions: a. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. b. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. Planning Conditions: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. c. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. d. A separate sign permit is required for each sign. 4 e. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment a. While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. b. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. c. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 see-] as described in ASTMD -4491 and an apparent opening size maximum of 0.25 mm. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Erosion and Sediment Control a. The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. b. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. c. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. d. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 5 CITY OF CHANHASSEN I -TA Thomas A. Furlong, Mayor Todd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 2012, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SUPER DOG COUNTRY CLUB, LLC I.WA Its STATE OF MINNESOTA ) (ss. COUNTY OF ) Karen Jackson The foregoing instrument was acknowledged before me this day of 2012 by Karen Jackson, the of Super Dog Country Club, LLC. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-I100 CITY OF CHANHASSEN SITE PLAN PERMIT EXMIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the 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. GC-1 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fast 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 percussion to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property 1. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in GC-2 addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC-3 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this_ day of 2012 STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2012, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227.1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 12012. STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 2012, by NOTARY PUBLIC City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 James R. Hill, Inc. PLANNERS / ENGINEERS / SURVEYORS 2500 West County Road 42 Suite 120 Burnsville, MN 550" 612 / 890-60U fax 612 / 890-6244 structure No. or Trib. A C From To Area No.1 acres I coef_ STORM SEWER DESIGN COMPUTATION SHEET Project: - 2'1' Location: Description: /' Y r Pipe Type: g'g VL Manning'sn: n,Gj13 li• pg 2.3 0.4Z„ Sheet i of \S' 0.15 °ic Job No.: ZZSU-?- _ ZI" o. a75 't-Z_ p.Zl °/. Prepared by: V-Dl5Z 7A" 1 c\.4- O•NS Date: T� Z(1 Z Z-, n / 1 Z5 14, 0,,3°t 1.5 zw QQ 3E�5 P. �v� E f Q d Upstream Downstream Length Slope D F. �ful 1 Ratio ! Vel: fLAI t-travel Crintens. cfs ram hv. Rim Inv. ft. ft./ft. in. c.f.s. d/D ft./sec. min. SCANNED JAMES R. HILL, INC. 2500 W. County Rd. 42 Suite 120 BURNSVILLE, MINNESOTA 55337 L IECTUNn OF lJ &H!�3W0VVZR LL Phone (/952) 890-6044Fax (95/2) 890.6244 To WE ARE SENDING YOU IK Attached ❑ Under separate cover via ❑ Shop drawings K Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ DATE / JOB NO. - -' A TI N R Li Gi CI RECEIVED CHANHASSEN PLANNING DEPT ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION I D ,3 r- r 6r-. 5 THESE ARE TRANSMITTED as checked below: K For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections El ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO It enctosune are not as noted, �b— cl jaLv/l- f tTCf A I'S -FOc- Our- Caq-,q- 9-le. PLa;n sv►S Ll e.re.. des i,nbwl ed A-c� :IU , 41,son,s-eol w ►mot \N4, % a [cp y of *Vk- aPPMiCLI 1�,4 K ern MY OF CEN3EI1 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone:952.227.1160 Fax: 952.227.1170 Finance Phone:952.2271140 Fax:952.227,1110 Park & Recreation Phone: 952.227.1120 Fax:952.2271110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227,1404 Planning 8 Natural Resources Phone: 952.227.1130 Fax:952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax:952.227.1310 Senior Center Phone:952.2271125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us September 17, 2012 Karen Jackson Super Dog Country Club LLC 10104 Indigo Drive Eden Prairie, MN 55347-1208 Re: Planning Case # 2012-06 Dear Ms. Jackson: This letter is to confirm that on September 10, 2012, the Chanhassen City Council approved a 5,281 square -foot building expansion from the approved 21,020 square feet of building approved for the development for a total of 26,301 square feet of buildings at 2910 82' Street (Lot 2, Block 1, Arboretum Business Park 3`d Addition) subject to the following conditions: Building Official Conditions: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 5. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Engineerine Conditions: 1. Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. 2. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 3. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently, the finished wall is outside the drainage and utility easement, but the structural support will likely be Chanhassen is a Community for Lite - Providing for Today and Planning for Tomorrow Ms. Karen Jackson September 17, 2012 Page 2 of 4 located within the drainage and utility easement. All structural support for the wall must be located outside of the drainage and utility easement. 4. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the vertical separation of the ground is greater than four feet. 5. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. 6. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. 7. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18 inches is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff at 952-227-1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. 8. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. 9. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 10. Encroachment agreements will be needed for the fence in the drainage and utility easements. 11. The applicant shall work with staff to make changes to plans according to staff redlines. Environmental Resource Specialist Conditions: 1. Increase plantings for bufferyard areas in order to meet ordinance requirements. 2. Transplanted trees will not be accepted as quantities to meet minimum landscape requirements. 3. To control noise the applicant must install, maintain and operate an ultrasonic noise abatement system. City staff will review the effectiveness of the system 6 months after the system is operational and then 12 months after it is operational. If city staff concludes Ms. Karen Jackson ✓ September 17, 2012 Page 3 of 4 there's an issue with noise they will bring it back to the City Council and the City Council may require the planting of 15 trees to replace the noise abatement system. The applicant shall escrow X dollars as determined by city staff to guarantee that the trees are planted. Fire Marshal Conditions: 1. A three-foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. 2. Nothing shall be placed in a manner that would prevent operation of the fire hydrant by firefighters. MSFC Section 508.5.4. Planning Conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. 3. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings, and to the north to the sidewalk along the north side of the building. 4. A separate sign permit is required for each sign. 5. The applicant shall prepare and implement an additional noise abatement/mitigation plan. Water Resource Coordinator Conditions: Surface Water Drainage and Treatment 1. While it does not appear that the site will exceed the maximum 70% hardcover as allowed by §20-505, calculations must be provided. These calculations shall include the artificial turf areas. 2. The submittal shall indicate if there is an underdrain system for the artificial turf areas. If there is, show how this is connected to the public conveyance system. The applicant must also describe how this system prevents animal wastes from entering the storm sewer system. 3. The landscape plan calls out non -woven weed mat. This should be changed to reflect that the fabric must have a minimum permittivity of 0.7 sec-1 as described in ASTMD -4491 and an apparent opening size maximum of 0.25 mm. If this is not acceptable for the landscaping purposes, this area shall be calculated as hardcover for both planning and stormwater modeling purposes. Ms. Karen Jackson September 17, 2012 Page 4 of 4 Erosion and Sediment Control 1. The applicant shall provide the NPDES Permit number prior to commencement of earth disturbing activities. 2. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952-227-1168 and Chip Hentges, Carver County SWCD, 952-393-1146 shall be added. 3. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on -site SWPPP prior to the commencement of earth disturbing activities. 4. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. Enclosed is a site plan agreement that must be executed by Superdog. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by January 8, 2013). The required security specified in the site plan agreement ($12,750.00) shall be submitted prior to the City issuing a building permit. A copy of the executed agreement will be returned for your files. A separate building permit application and review is required before issuance of a building permit. Revised plans, as specified in the conditions of approval, shall be submitted for building permit review. If you have any questions or need additional information, please contact me at (952) 227-1131 or by email at benerous( )ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner RG:ktm ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official Enclosure giplan\2012 planning cmes12012-06 canine club & spa expansion sprVesubmittal 07-20-20121approval letter.doc August 23, 2012 The Canine Club and Spa Pet Waste Removal Process Our standard practice for removing pet waste is to remove it as quickly as possible from any and all areas of the property including the pet play yard areas. Feces are disposed of immediately into receptacles designated for pet waste. These receptacles are lined with industrial grade liners. The liners are removed and changed twice or more daily. The used liners are disposed of into a dumpster which is secured in a garbage enclosure on the property. CITY OF CHANHASSEN RECEIVED SEP 2 5 2012 CHANHASSEN PLANNING DEPT SCANNEO PROPOSED MOTION: Planning Commission recommends that City Council approve an 8,400 square -foot expansion to the approved site plan subject to the conditions of this staff report and adoption of the attached Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting Site Plan Review for an 8,400 square -foot building expansion of an existing animal kennel for a total of 29,111 square feet of buildings, Superdog 2. LOCATION: 2910 82"d Street (Lot 2, Block 1, Arboretum Business Park P Addition). APPLICANT: Karen Jackson 2910 82"d Street Chanhassen, MN 55317 (612) 239-7024 Karenj752@aol.com PRESENT ZONING: Planned Unit Development ('UD) 2020 LAND USE PLAN: Office Industrial ACREAGE: 3.08 DENSITY: F.A.R.0.22 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. PROPOSAL/SUMMARY The applicant is requesting site plan approval for an 8,400 square -foot expansion to the approved site plan for an animal kennel/dog daycare. City Code permits staff to review and approve minor expansion of approved site plans, pursuant to Section 20-108 (2), which states "enlargement of a building by less than ten percent of its gross floor area, provided that there is no variance involved and also provided that the community development director has conducted an administrative review pursuant to Section 20-113". The proposed expansion represents a 38 percent increase from the 21,020 square feet SCANNED Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 2 of 9 approved in 2009 to the total building area. 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 BACKGROUND On June 9, 2008, the Chanhassen City Council approved the amendment to the Planned Unit Development design standards for Arboretum Business Park to permit pet kennels and/or veterinary clinics, and the Site Plan for Superdog Country Club, Planning Case #08-11, for a 21,020 square -foot, one-story kennel and veterinary clinic. On March 8, 1999, the City Council approved PUD #92-6 granting final plat approval for Arboretum Business Park Yd Addition creating two lots and right-of-way for TH 41. On July 28, 1997, the City Council approved 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. GENERAL SITE PLAN/ARCHITECTURE The applicant is requested site plan approval for an 8,400 square -foot expansion to the approved site plan for an animal kennel/dog daycare. ARCHITECTURAL COMPLIANCE Kennel South Elevation Clinic South Elevation Kennel West Elevation Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 3 of 9 Size Portion Placement Building entrances are highlighted through the use of two -foot, projected building facades with a stepped parapet one foot above the lowest parapet elevation and a canopy over the entrance doors. Stone accents and light sconces also define the entrance areas. Building articulation is provided through the use of three parapet heights, and projecting entrances, systematic window placement and the use of canopies. Material and Detail The main building material is reddish -brown brick veneer. Cumberland stone is incorporated flanking the entrances and at either end of the kennel building framing the window areas. Height and Roof Design The highest parapet is 17.5 feet, with three parapet height levels, each one foot higher than the next. The building is one story. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. No wooded fences are permitted on the roof. Facade transparency 50 percent of the first floor elevation that is viewed by the public shall include transparent windows and or doors. All other areas shall include landscaping material and architectural detailing and articulation. The applicant must increase the fenestration on the south end of the new kennel by 97 square feet. Site Furnishing The applicant has a partial sidewalk system proposed on the west side of the new building. This sidewalk shall be extended to the south to connect to the rest of the sidewalk for the facility and to the north to the sidewalk along the north side of the building. Loading Areas, Refuse Area, etc. A trash enclosure is proposed on the north side of the new kennel building. It will be constructed of the same brick veneer as the main building. The trash doors will be constructed of wood on tube steel frames. Landscaping `REST ELEVATIDN TRASH E' µ•.1O uteav w+ru IM09WEIIICSM The calculations for parking lot landscaping are based on final parking area coverage. Minimum requirements for landscaping include 2,066 square feet of landscaped area around the parking lot, 8 trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 4 of 9 Required Proposed Vehicular use landscape 2,066 sq. ft. >2,066 sq. ft. area Trees/ parking lot 8 overstory trees 8 overstory trees Islands/parkingIslands/parking lot 4 islands or peninsulas 4 islands/peninsulas North property line, 140' 2 overstory trees 0 overstory trees Bufferyard C 5 understory trees 4 understory trees 5 shrubs 0 shrubs South property line, 80' 2 overstory trees 3 overstory trees Bufferyard C 5 understory trees 0 understory trees 5 shrubs 0 shrubs West property line, 260' erstory trees 0 overstory trees Bufferyard B r5understory trees 8 understory trees rubs 1 0 shrubs The applicant does not meet minimum requirements for bufferyard areas. Staff recommends that the applicant increase the number of trees and shrubs in the bufferyards to meet minimum landscape requirements. The applicant is proposing to transplant a number of trees on site. These trees shall be guaranteed for a full growing season and replaced if dead or showing decline. Lot Frontage and Parking Location The building fronts on 82"d Street. No more than 50 percent of parking may be located between the building and the primary street frontage. Parking is distributed around the building with 16 new spaces (551/6) to the west of the building and 13 new spaces (45%) south of the building. COMPLIANCE TABLE PUD Superdog 2 Building Height 3 stories I story, 17.5 feet Building Setback N - 0' E - 0' W - 0' S - 30' N — 71.5' E — 75.4' W — 77' S — 76.3' Parking Stalls: • Animal Hospital 1/150 sq. ft. (4,000 sq. ft.) 27 stalls • Office 5/1,000 sq. ft. (876 sq. ft.) 4 stalls • Warehouse (24,235 sq. ft.) 1/1,000 sq. ft. up to 10,000 sq. ft., then 1/2,000 . ft 17 stalls • Required stalls 48 stalls 48 stalls Parking Setback N-0'E-0'W-0'S-20' N-66'E-20'W-22'5-20' Hard Surface Coverage 70% 46.2% Lot Area 1 acre 3.08 acres Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 5 of 9 LIGHTING/SIGNAGE City code requires that the applicant provide site lighting for the parking lot area. Site lighting is shown at the north and south end of the westerly parking lot and on the building. The light poles are square, ornamental, 20-foot tall light poles/fixtures. A decorative, shoebox fixture (high pressure sodium vapor lamps or metal halide lights) shall be used throughout the development area for area lighting. All lighting shall be shielded. Decorative lights (Tahoe-12) are proposed flanking the side of the main entrances and on the western and southern elevations, noted as Al and A2 lights. Floodpak wall -mounted lights are proposed on the north and east side of the building. Wall -mounted units shall be shielded. The applicant shows areas for signage above the entrances to the veterinary clinic and kennel. Such signage must comply with City Code requirements. A separate sign permit is required for each sign. GRADING AND DRAINAGE The 3.1-acre site is located in Arboretum Business Park 3rd Addition which is east of Highway 41, north of 82"d Street and west of Century Boulevard. A 16,700 square -foot building was constructed on the east side of this site in 2008 and is currently named Canine Club and Spa. The applicant had proposed a vet in 2008, but it was not constructed. The west side of the site consists of pasture -type vegetation. A unique feature about this site is the change in elevation. There is 35 feet of elevation change from one side of the site to the other. This elevation change occurs in around 300 feet of horizontal distance. Grading will take place on the site to prepare the building pad and parking areas. No grading is allowed over the existing sanitary sewer along the west side of the property. The runoff from this site will discharge to a regional pond located in the northeast comer of the intersection of Century Boulevard and 82"d Street. Hydrologic calculations have been provided, but they are not complete. It is unclear at this time whether or not the assumption from the preliminary plat for the drainage area which drains to this pond has remained the same. The applicant must provide additional information. This development is in the Bluff Creek Watershed District. Storm sewer was provided to this site during the construction of the gas station to the west. At the time of development of the gas station, it was determined that the street storm sewer did not have the capacity to carry the runoff to the regional pond. Additional storm sewer was added on the north side of 82"d Street. This storm sewer was sized for the development of this site. An easement is required from the appropriate property owner for any off -site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 6 of 9 RETAINING WALLS The proposed retaining walls are as follows: Location Length (approx.)( Maximum Height (approx.) West side of proposed parking lot 205 feet 6 feet North side of proposed kennel building 135 feet 8 feet Northeast side of proposed kennel building 75 feet 5 feet The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently the finished wall is outside the drainage and utility easement, but the structural support will likely be located within the easement. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Due to the height of the retaining wall, a fence must be placed on the top for safety at any location that the top of the wall is greater than or equal to 4 feet from the ground in front of it. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain, and storm sewer within the development. Sanitary sewer and water has been stubbed to the property by the City of Chaska. The City of Chanhassen and City of Chaska have a joint sewer and water agreement for servicing this area which was signed in 1992. The City of Chaska provided the sewer and water for the building in 2008. Due to elevations and location of sanitary in the area, sewer is not available from the City of Chanhassen. Approval for the sewer connection and the sewer extension permit must be filed through the City of Chaska. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. Details must be provided for all proposed storm, sanitary, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time but will need to be paid to the City of Chaska. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 7 of 9 SITE ACCESS Access to the site is provided off of 82°" Street. Two access points were constructed with Superdog in 2008 and will not be altered within the right-of-way. MISCELLANEOUS The city has recently received complaints regarding barking from residents to the southwest in Chaska. However, with the construction of this new building, the outdoor dog area will be surrounded by buildings which may act as a sound wall and reduce the amount of off -site noise. Staff will continue monitor this situation. An encroachment agreement will be needed for the fence in the drainage and utility easement. Further, the applicant shall work with staff to make changes to plans according to staff redlines. The buildings are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining wails over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. 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 property line issues as well as plan review and permit procedures. There are utilities buried along the western portion of the site. The affected CenturyLink buried facilities provide service to commercial buildings and also the water tower. Numerous special circuits to the water tower and to the commercial buildings, in addition to regular telephone lines, are within the cables. Any work on these special circuits would have to be coordinated carefully to insure there is no interruption of customer service. RECOMMENDATION Staff recommends that the Planning Commission approve an 8,400 square -foot expansion for Superdog 2, plans prepared by James R. Hill, Inc., dated May 4, 2012, subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Planning Conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The applicant must increase the fenestration on the south end of the new kennel building by 97 square feet. 3. Mechanical equipment shall be screened through the placement on the roof, the use of parapet walls and the use of low -profile equipment. Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 8 of 9 4. The applicant shall extend the sidewalk on the west side of the building to the south to connect to the sidewalk across the south side of the buildings and to the north to the sidewalk along the north side of the building. 5. A separate sign permit is required for each sign. Natural Resource Specialist Conditions: 1. Increase plantings for buffer yard areas in order to meet ordinance requirements. 2. Any transplanted trees shall be guaranteed for a full growing season and replaced if dead or showing decline with city -approved, 2.5" caliper trees. Building Official Conditions: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 5. Any work on existing utilities on site will have to be coordinated carefully with the affected utility to insure there is no interruption of customer service. Engineering Conditions: 1. No grading is allowed over the existing sanitary sewer along the west side of the property. 2. Keep a minimum of 2% slope in the grass areas, 1 % in the pavement areas, and .5% along the curb lines. 3. Additional information and calculations must be submitted to determine if the regional pond can accommodate the proposed additional impervious areas. The applicant shall work with staff on revised calculations. 4. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 5. The developer will need to work with staff to minimize the height of the retaining wall on the west side of the proposed parking lot. Currently the finished will is outside the drainage and utility easement, but the structural support will likely be located within the easement. Planning Commission Superdog Expansion Site Plan Review — Planning Case 2012-06 June 5, 2012 Page 9 of 9 6. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. A fence must be placed on the top for safety at any location that the top of the wall is greater than or equal to 4 feet from the ground in front of it. A building permit is required for the construction of the retaining wall. 7. The City of Chaska will be providing sewer and water service to this site. Approvals, permits, and fees for sewer and water will be with the City of Chaska. 8. The sanitary sewer along the west property line, storm sewer along the east property line, and storm sewer along the south property line shall be publicly owned and maintained. All other utilities within the property boundary will be privately owned and maintained. 9. Details must be provided for all proposed storm sewer, sanitary sewer, and watermain crossings. Actual elevations of existing utilities shall be verified for accuracy. A minimum vertical separation of 18" is required at all storm, sanitary, and watermain crossings. Contact Gordy Stauff 952-227- 1166 with the City of Chanhassen Engineering Department 48 hours prior to connecting to the storm. 10. Each new building is subject to sanitary sewer and water hookup charges. Sanitary sewer and water hookup fees are unknown at this time, but will be need to be paid to the City of Chaska. 11. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to provide the City with the necessary financial security in the form of a letter of credit or cash escrow in the amount of $9,000.00 to guarantee the installation of the storm sewer, erosion control, and seeding. The applicant must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 12. Encroachment agreements will be needed for the fence in the drainage and utility easements. 13. The applicant shall work with staff to make changes to plans according to staff redlines. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Boundary and Topographic Survey/Existing Conditions. 4. Reduced Copy Final Grading, Drainage & Erosion Control Plan. S. Reduced Copy Final Utility Plan. 6. Reduced Copy Final Paving & Dimensioning Plan. 7. Reduced Copy Final Landscape Plan. 8. Public Hearing Notice and Mailing List. 9:Wan%2012 planning caes\2012-06 canine club & spa expansion spr\staff report superdog 2.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Karen Jackson for Site Plan Review for an 8,400 square -foot building expansion for a total of 29,111 square feet of building area. On June 5, 2022, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Karen Jackson for a site plan review for the property located at 2910 82nd Street. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development (PUD). 2. The property is guided by the Land Use Plan for office industrial uses. 3. The legal description of the property is: Addition 4. Section 20-110: Lot 2, Block 1, Arboretum Business Park 3`d (1) The proposed site plan 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; (2) The proposed development is consistent with the site plan review requirements of city code; (3) The proposed site plan 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; (4) The proposed site plan 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; (5) The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; C. 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 d. 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. (6) The proposed site plan protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #2012-06 dated June 5, 2012, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review for Superdog 2. ADOPTED by the Chanhassen Planning Commission this 5a' day of June, 2012. CHANHASSEN PLANNING COMMISSION M Its Chairman �„.,, 'anz3 x�€umoo Doamitas F ea sanu�u s / smxnw / sxe+�u ymaa/ase�s 9dPeJodm mfv aavaxnoe € , „ gal `INH 'b sawep II Jjoomans g € ! 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QY iRi� 6Y. �Y€: Rai Rii L HIV I� III L 1V I (— — _— ---- ----- — ---ram-: t _ --- -- -- - I I r^, ,-t Ego o F- owc O L; >5 y I1e li _ I e f If .y a - 1• Ar <lV IL i14JV 1�.. r: I L 1V I III .a-ambw a.1 Nw-osl.�l moo« "'�'m 'a71 `ani� Aatxna� �oauaans titl7d 'JI7IHOISN9Q4 ' go cg G« •a Samar II ��5 >� 'art '9n'L� EBIi�t[10.� J002Lidf15 �� ye io HYId 8dY�9QHYI TYHId � � R MIb+R-=.n�TR 61 � _ _ ' F n y8 �oa=IIdns + { I, 1 H if it I I Ili r E . _ 10 fill a 6 =€€ H— F: _ Jill8 �= i 1 t; �11 (c Fl �1i 1=1 •� i{{ t f! 1 i I! !: a ... I t I{g f If tt # f 1 � Mild T j ittt�I} 1i ;t �t ;tt 9i f If ;43y g��tl; i (i i I�! f!i fill, 1�tt t� 'l;i tC{IIt i! !T i S .1 {{ 4 s 1 ! ' i � ® e„f g � I9 i +alil i i ,��Il�lilPi �tl��!a 6It it 3e i CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on May 24, 2012, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Site Plan Review for Canine Club Expansion — Planning Case 2012-06 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. ka (!!9iardtd1eputy SubscritWd and sworn to before me thi day of 2612. Notary Publi KIM T. MEUWISSEN a E a Notary Public -Minnesota � $'My Canmwion Expkn JW 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, June 5, 2012 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review to expand an existing facility on Proposal: property zoned Planned Unit Development (PUD) — Canine Club &Spa Applicant: Karen Jackson Property 2910 82`a Street Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2012-06.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerousiccDci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse. affirm or modify wholly or partly the Planning Commission's recommendation, Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, June 5, 2012 at 7:00 p.m. This hearing may not start until ' later in the evenin , depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review to expand an existing facility on Proposal: property zoned Planned Unit Development (PUD) —Canine Club &Spa Applicant: Karen Jackson Property 2910 82 Street Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: W What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2012-06.html. If you wish to talk to someone about this project, please contact Bob Generous by email at bbgenerous(aci.chanhassen.mn.us or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial, • Minnesota State statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. CHASKA BUSINESS CENTER LP COEUR TERRA LLP HOLIDAY STATION STORES INC-371 1251 AVENUE OF THE AMERICAS ST 7801 PARK DR STE F 4567 AMERICAN BLVD W NEW YORK NY 10020-1180 CHANHASSEN MN 55317-9219 BLOOMINGTON MN 55437-1123 J & J REAL ESTATE PROPERTIES 6641 MINNEWASHTA PKWY EXCELSIOR MN 55331-9657 PEAVEY PROPERTIES LLC 4300 PEAVEY RD CHASKA MN 55318-2351 S&P PROPERTIES LLC 4311 PEAVEY RD CHASKA MN 55318-2351 WATERTOWER PARTNERS LLC PO BOX 713 WATERTOWN MN 55388-0713 MICHAEL D & JANE E SCHLANGEN 1941 MELODY HILL CIR EXCELSIOR MN 55331-8805 PRAIRIE OAKS LLC 17595 KENWOOD TRL #260 LAKEVILLE MN 55044-7253 SUPER DOG COUNTRY CLUB LLC 10104 INDIGO DR EDEN PRAIRIE MN 55347-1208 NORTHERN STAR CO 301 CARLSON PKWY #400 HOPKINS MN 55305-5370 REGENTS OF UNIV OF MINNESOTA 319 15TH AVE SE MINNEAPOLIS MN 55455-0199 SUSAN L & GENE G O'BRIEN 6471 WHITE DOVE DR EXCELSIOR MN 55331-9073 Notice of Public Hearing j }.0� Chanhassen Planning Commission Meeting Date & Time: Tuesday, June 5, 2012 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review to expand an existing facility on Proposal: property zoned Planned Unit Development (PUD) — Canine Club &Spa Applicant: Karen Jackson Property 2910 82nd Street Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to infornrl you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Cir 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. 1 4. Public hearing is closed and the Commission discusses the project. If you want to see the olans before the meeting, please visit the City s projects web page at: wwW.ci.chanhassen.mn.us/2012-06.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bb enerousca)ci.ch�anhassen.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 j meeting. Staff will provide copies to the Commission The staff report for this item will be available online on the I ! project web site listed above the Thursday prior to the Planning Commission meeting. .Review Procedure: •- ubdivisions, Planned Unit Developments. Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezomngs, Comprehensive Plan. Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes ak pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public !o speak about the proposal as apart of the hearing process.. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezoni9gs and lad use amendments from residential to commeroal/Industrial. • Minnesota State Satute 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 che.:k with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). ! • Because the Planning Commission holds the public hearing, the City Council dues not. Minutes are taken and any correspondenc? regarding the application will be included in the report to the City Council. If you wish to have something to be mauded in the report, elease contact the Planning Staff person named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilat,cr. cf records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which.aps@ out.oLAhe user's apzKj.g, use of data provided. ¢• ' l`h: ;=1!y Vvg ift, CITY OF M. CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 100 C'S-30-12 049J8203665- .o $ 00.45 V d 05/24/2012 c Mailed From 55317 US POSTAGE r4 ccr,:11)ER DELiVEf'A8LE A AGE5SEL1 o no l..F T(, ,'"-OR IWARD �;�,�,,�,lu,llnnll�n,l��nunll,l nl�n,l;l,;��nr�ll�l,I CHASKA BUSINESS CENTER4P 1251 AVENUE OF THE AMERICAS ST NEW YORK NY 10020-1180 Ir„IIII,„11,;,,,I,111,,,,„II,,, IIII„.,I„11,1,,1,1„„I1I1 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 21, 2012 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 5,281 square -foot building Proposal: expansion to the approved 21,020 square -foot building area on property zoned Planned Unit Development (PUD) — Canine Club & S a Su erdo II Applicant: Karen Jackson Property 2910 82nd Street Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 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/2012-06.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerous((DCI.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. City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vole of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. SCANNED me uty does not represent mat me cis uata can oe ...,,g or any other purpose requiring exacting measurement of r or precision in the depiction of geographic features. If errors or o ..es are found please contact 952-2274107. The preceding disclaimer is pr,.,ued pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise oqt Qf;hq use�',�ifccr. Ps; or use of data provided. - - SINESS CENTER LP 1251 AVENUE OF THE AMERICAS ST NEW YORK NY 10020-1180 Non -Scannable Item It®m Descr iiption Z CDs S v p e Gy 11 Folder Numkw G-� ( Folder Name 2 D Job Number 2 3 2 Z � Box Number 0 C) � T Ric, CIO R80 ,. 804, t � SUPERDOG II w CHANHASSEN, MINNESOTA 3 FINAL GRADING, DRAINAGE, EROSION CONTROL, SANITARY SEWER, WATERMAIN, STORM SEWER, & SITE CONSTRUCTION PLANS a FOR INDEX SUPERDOG COUNTRY CLUB, LLC. TITLE SHEET I 1 y r.:S. SITE INFORMATION 1.2-1.3 s Y 10104 INDIGO DRIVE, EDEN PRAIRIE, MN 55347 BOUNDARY AND TDPOCNAPNIC SURVEY/-ASTING CONDITIONS 1 4 F •` x PHONE: (612) 239-7024 FINAL REMOVAL PLAN 1.5 7 FINAL GRADING, DRAINAGE, k EROSION CONTROL PLAN 2.1 EROSION h SEDIMENT CONTROL DETAILS 2.2 RBORET, OJP a .r ini PARK ^'rG ACC. FINAL U'PILTI'Y PLAN 3.1 FINAL PAVING A DIMENSIONING PLAN 4.1 31tE FINAL LANDSCAPE PUN 5 DETAILS .1 1 r Irrru^ R.1 1� •— ww•N E r t m r 5 .' 1..; �enN wPNN iN�JI�t SITE MAP —�� al, r lll.X ARIIw RRR RI)t :.Ea,.uE-�M a.°LF P..RI r„ I9 '- I x (i CI F HANHA' [,Nrw w..rPr I I CEP RECEIVED p . M S 25 STORM SEVER STRUCTURE SCHEDULE F'+ AR SIRUCSURE NO. RLD. INSIDE DIM, NEENAH CASTINGFC;1 an ] • A. ill,•. `I XNw6A% ' II HANHASSEN PLANNING DEPT - C 1 r° —.--+—x.—wmM rrA • —r— _ —r— AMAALIMI'AA nwm pp ' —N 1 P r hl R[[PI[uM npPl N !• U i IArN R— rannnnr .... n mrr 6 NA . RSr-N-IXiD]—AA rw.a aoma .uw F'/JI - .a:..mr� rwomm emx Mar YINIY IItt °r I1BAtxe _.-._ _. _,.... _.1ffi QI!R _. __.. �_ .�.—__ be •AY[ 'A=1N .w rzEl -.. ......•......r. .::;. ...AAA .- ._... mom- ......�.�.� �.� rv:w, 5m rur x[♦d n.nlrwo Iw.e�M P/x ro rt[i � `�� m ��•�- �a—eY 5 � l PRO�fT 1'iOIXIdNA1Ec N , m P w PA— GI v o• lN' er J!nT IN EI ABNW 9NFAns .4mrn¢o rM[Hrl Yu.b -M1. A. 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RUAREas / E1J ERS / SURVEYORS SUPERDOG COUNQ2Y CLUB, LTC- 'm • u w .a m.:m a...< w avr tine i�M-sa. ru txik°o-cx° City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: July 25, 2012 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: August 10, 2012 By: Robert Generous, AICP, Senior Planner 952-227-1131 or btlenerousCa..ci.chanhassen.mmus Subject: Canine Club & Spa Expansion (Superdog 11): Request for Site Plan Review for an 9,570 square -foot building expansion on property zoned Planned Unit Development (PUD) located at 2910 82' Street (Lot 2, Block 1, Arboretum Business Park Yd Addition). Applicant/Owner: Karen Jackson Planning Case: 2012-06 PID: 25-0760020 The above described application for approval of a land development proposal was fried with the Chanhassen Planning Department on July 20, 2012. The 60-day review period ends September 18, 2012. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on August 21, 2012 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 10, 2012. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official £ Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Arty Corps of Engineers 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (MN Valley) 11. Medincom 12. CenterPoint Energy/Minnegasco 6. U.S. Fish & Wildlife 13. Bill Monk, Chaska City Engineer SCANNED LOCATION MAP Canine Club & Spa (Superdog II) Building Expansion 291082 d Street Planning Case 2012-06 .. ...... . ■■■ ■■■ ...... - '■■■ MENNEN111111,ENE 111 Super Dog II 1ENE�11,MEMEME 111111,■■■ Architecture & Planning '11-11--- AK CfrV RECEIVE[7SSEN JUL 2 0 2012 CHANHASSEN PLANNING DEPT Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I air, a duly Licensed Architect under the laws of the state of Minnesota. Print Name: Mina Adait Signed: Date: xx/xx/xxxx License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN Sheet Title EXTERIOR ELEVATIONS Sheet Number A10 FINAL GRADING, WATERMAIN, SITE MAP NO SCALE STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING STMH 101 6.60' 1 48" DIA. R-1642 STMH 102 6.37' 48" DIA. R-1642 CBMH 103 3,85' 48" DIA. R-4342 STMH 104 5,21' 48" DIA. R-1642 CB 105 2.50' 27" DIA. R-4342 CBMH 1061 6.06' 48" DIA. R-3067V CALL 48 HOURS BEFORE YOU I TWIN CITY AREA 651-454-0002 MN. TOLL FREE 1-800-252-1166 MINIMUM CITY SETBACKS BUILDING TO R/W 30 FEET PARKING (CURB) TO R/W 20 FEET PROJECT COORDINATES N 440 51' 23" W 930 35' 42" SITE AREA 134,050 S.F.-3.08 AC. BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD, ELEV. 996.62 SUPERDOG CHANHASSEN, MINNESOTA DRAINAGE, EROSION CONTROL, STORM SEWER, & FOR PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: II SITE CRY OF CHANHASSEN RECEIVED JUL""" UL2 0"" SANITARY SEWER CHANI'MISENPLANNING DEPi CONSTRUCTION PLANS SUPERDOG COUNTRY CLUB, LLC, 10104 INDIGO DRIVE, EDEN PRAIRIE, MN 55347 PHONE: (612) 239-7024 KURT D. QUAINTANCE, P.E. - JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. - PROJECT ENGINEER - CITY OF CHANHASSEN TEDDI SEIBRING-TROFIN - MEGA (952)-890-6044 (0) (612)-508-8890 (M) (612)-239-7024 (M) (952)-227-1165 (0) (651)-757-2719 (0) INDEX TITLE SHEET SITE INFORMATION BOUNDARY AND TOPOGRAPHIC SURVEY/EXISTING CONDITIONS FINAL REMOVAL PLAN FINAL GRADING, DRAINAGE, & EROSION CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS FINAL UTILITY PLAN FINAL PAVING & DIMENSIONING PLAN FINAL LANDSCAPE PLAN DETAILS LEGEND EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE EXISTING BUILDINGS 0 EXISTING TREE LINE/TREES ------ j --------•-- EXISTING CONTOUR - - - - - EXISTING RETAINING WALL ----I EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER — — —» —»— »— — —>>— EXISTING ROOF DRAIN EXISTING SOIL BORING G EXISTING UNDERGROUND GAS LINE oHP——oHP EXISTING OVERHEAD POWER LINE/POWER POLES EXISTING UNDERGROUND E E E E ELECTRICAL LINE EXISTING LIGHT POLE ❑O EXISTING ELECTRICAL PEDESTAL EXISTING UNDERGROUND FIBER UFO —UFO —UFO OPTIC LINE IF EXISTING TELEPHONE PEDESTAL ______________________ _____________= EXISTING CURB & GUTTER X —X EXISTING CHAINLINK FENCE ❑ ❑ fl ❑ EXISTING 6' HIGH CEDAR FENCE EXISTING WIMCO 1 QQQ PROPOSED CONTOUR —0 > PROPOSED STORM SEWER )K PROPOSED ROOF DRAIN PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED STREET LIGHT N PROPOSED RETAINING WALL PROPOSED CONCRETE SURFACE PROPOSED CURB & GUTTER PROPOSED TIP -OUT CURB & GUTTER X X X X X PROPOSED (FENCE Ac 74 PROPOSED !SPOT ELEVATION >anu PROPOSED 'HEAVY-DUTY SILT FENCE SCALE IN FEET 0 50 100 1 inch = 50 feet PROPOSED CB/FES PROTECTION ow (TO BE INSTALLED AFTER STORM SEWER IS INSTALLED) PROPOSED DITCH BLOCKING C �'> (MnDOT TYPE 3 TO BE INSTALLED AFTER COMPLETION OF GRADING & 150 STORM SEWER) 1.1 1.2-1.3 1.4 1.5 2.1 2.2 3.1 4.1 5.1 6.1 PROPOSED WIMCO—PRIOR TO GRADING CONSTRUCTION 6 nos M O Lo u7 O J 00 00 N K c N �- . Wn LLJ o X � z Z:5� z an o WW N CN w U O) cc z 3 w MOOR)J Q O o N d E o s a E o y U t o N 3 A o a 0 o Q m r m o a s o w 0 o E E N _ vw a_ -m`o_o ow(n 0 a h� w rl I --I a Z ~�E'' Uw 0 Z QZ A v� w Ld w o, II w aQ o0 D U E Vo Co O Z A0 O �j o a Co CJK 5/4/12 ■ 7/20/12 REV. PER CLIENT ■ CAD FILE 22502-10TS PROJECT NO. 22502-10 1.1 w 01 Ill USGS MAP 1 inch = 800 feet BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 SOIL GROUP MAP 1 inch = 50 feet M O w Lo Z � N - � J 00 00 V7 Z NCN Co v ■ w LLJ O Z L� E z (/1 Lu O co 00 CN EWcc U O� z :zO 04 a E N p — O p C O U y Z in Q c v a o p o a � o�� a � t o ca o T o N 0 aNi o E,N N N N T p J J O O TN 0'p dU J U OJ O 0 - -o h ap w In � ._ coo O o U Mw I� 1 �1 � Lo z �Lo �� O z U o W Ld [� w Oz �a E'w f� Ld 3;4 w= z o n F+i z H 0 0 �m Q w F �o o o= CQ Ao W� T� V S CJK DATE 5/4/12 ■ 7/20/12 REV, PER CLIENT ■ CAD FILE 22502-10SI PROJECT NO. 22502-10 1.2 it EXISTING DRAINAGE 1 inch = 50 feet IDI N LEGEND DRAINAGE AREA BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 TN.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 995.62 PROPOSED DRAINAGE 1 inch = 50 feet cn oLo Ln z N (D O $�$ Z� m .00 ■ W W N x '< Z Z (n W o co♦^ D \ O Nnf o O) W � `o W v oo Z /� Z i;i V Q O o d o a E p O 1E 3 ,�-. o p Q Z t�o�as.o w O E y N� N p N r mw 1� M 11 � N i— 4 p a 0 F LLJ w 0 Z W a A� ��w �Nw�� Ld WQZ Oo �z �0 � 0 - CO Ao fx s W� DRAWN BY CJK DATE 5/4/12 REVISIONS 7120112 REV. PER CLIENT CAD FILE 22502-10SI PROJECT NO. 22502-10 1.3 - - _ --- _ �EXISTiNc > > > > BUILDNG � � 93' 115" RCP @ 13.76,7. 6415i' RGIP 44 A �4.1 J% I l l l l i/ 284.55 S89°15'57„E' 1 I t 1_ LLJ-_-_ DRAINAGE AND UTILITY-==-' / / A / I �� EASEMENT PEA PLAT - 'V't I r 1 ', w. ��.. .. �L .—.....:..... ' .e /% / �'r/ //' �.{ � w N � I i RE I I I I I )t _ 1 O. �-- J` .- .' f / % u IN'V d84.134 t� % Ex, qsMH o I '/1 /' / d8+.124 S) /.-_, i110.02 N8 7 9f ` (n �\ 5 n I_> L� /� --art 1 (� ,.ITf /I-� (\ram .� �� / _� ff� /�,f1 I� v I I 9 15 57 W iY1 �: L, .i_ _�-- r vi -V r XX r`X 1- � = = L) �; �-�r ----- r T �_ t A V A T \ ` _ sue✓ // /' /� .," / I �o-1--- _--- 3 8 VC\ w/ — - V® 2�00 e�J_ - I li I� v I I lid ' \ \,\ �A `, `V A `' ti _.....e,,. -- -•' w' - ` r i ' r - - ` ..-. '"` '"" _ - - ,,,, I I I PROPERTY DESCRIPTION { I MH RE 998 00 A \ \ �" �'' - �� QU - - _ v �J C I 1 Lot 2, Block 1, ARBBORETUM BUSINESS PARK 3RD ADDITION, according to We recorded plat thereof, Carver \ / .. . I li I.. County, Minnesota.. INV 985.40 � � � _ �--' / rINV 984.39 T ,` _ .� -- i i f ...�'" ,.' / ` " NOTES / ®RIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF LOT 2, BLOCK 1, ARBORETUM BUSINESS PARK 3RD ADDITION TO HAVE AN ASSUMED BEARING OF N 00"24'58" E. 1 \ \ / / f�l.- s I I I I i• , 'r THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE I \ \ / / / ` w ` , • , �yI A �., �` ` ! - OPINION. A TITQ_.E SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR EX CB 2A s "�{ \ t031-1 R << ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. NV RE 912� 983.78 5101 .84 THE LOCATION.AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON- ® SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION �a S . , CONCERNING THESE UTILTTH?S PLEASE CONTACT THE CTl'P OF CHANHASSEN ENGINEERING rti i <' ✓ / / V 1 a s . s fi a,a ,'�, �, .:' I { I I I DEPARTMENT AND/OR GOPHER STATE ONE CALL. {a.S ,• ti ' fi AAA X BMH 4 O I I Fj 1 CONTOUR INTERVAL IS 2 FEET. ALL ELEVATIONS ARE BASED ON THE CITY OF CHANHASSEN %v<tfi,: V INVZ r I 8 41 1 DATUM. (NGVD 29) s', xI I ✓ / / %34°p / " �� IIN�.'ISI 978 2 --»—�, 3>---» >> > 4" �983. �� i BENCHMARK: TOP NUT HYDRANT NORTHWEST CORNER OF CENTURY BLVD. & 82ND STREET. ✓ / / ',�` "', o ELEVATION =981.07FEET y i i �Cj r V -- t. f. 77' 12" PVC �/ F- I 6" ;PVC PLUG h o @ 0.42% - OVERALL GROSS AREA-134,050 S.F.=3.08 AC. 00 INV. 983.4� 1 t� �� I ,ya—t i i'q to 5 ` s w ,� t K _ ll ° t.'ss / / �� V Ld i ` 'i 1i ° -Y --(• / Q ADDRESS OF THIS PROPERTY IS 2910 82ND STREET, CHANHASSEN, MINNESOTA 7 C6 2B / / .� RIM 987,84 U O` NUMBER=250750020 , I t INV 12" 983.46 L!l V I I 1 / INV 4" 983.96 li r O Q \1 mow c �.,''..,i /� 4 ;s �� /� I I / _��L 4 q 5. ` {'.� ..«. I S TI N V f ' ,S• I ` I O O � �I I I EX STM _ �l0 i i` I I RE 991'.57 I , k ;s', .:a <<i w W 1' �', I ( d �' 1 1 1 NV E 983.0E—� ,pi� z �`r.l� / .°• V Z o zn I •-I 0-0 �� I - ' << 1 V ) 1 � I. I I I I KENNEL/DOG I � I ✓ lC_)✓� 620 0.719VC� L _ s ' l,,ti` LO d- in x ? I I. �,r'I Ln Q �j _ I w �"' I A p ./. q.. w W r- 55 L.{ i O� .., [) LO 1 i + t m IIII � , I � � � �;,, .:..:I"_,� • � i i l 1 I �! ", Q ; I ! K ✓ �.--� -NO 1 I I 13'-8" PVC �� . 11 L. f oa 1.00% N t 7 � b / v I, ,,� -- EX CBMH 2 RIM 988.98 f N------------ INV i t l l 'ti r 1 982.78(E) O� { {o . v 1 II .. ! x, ��,' t t II I' Ir 6fiV ✓ �� j INV. 982.25 � I / � �t � s4 I �- I i 1 < ' I I 1F ./,. I .+. I I I I I � I I � O II / �f ' . • II I i51 `5{ •.IIII VI I , F I � I / � % � ('{�'{��) C/J \ EX 6" PVC PLUG l II (� V INV. 983.20 � F i° � `r.1 � I I I, 7 7�µ I a t _ A / — _ . / 1 �v / / / / ✓ ' t i ill s PJ� 0 20 ALE IN FEET 40 60 •_ ,/ / / II t ��F I / 5 `� rrn-e-- •-__ - �'. c` r '.I 1. ..' -1 \ ✓ ..- 1 _ 4 r// ♦ 4 s'4L �' fi h °il I' .45,�. ___,-.------ II II ' 1 inch 2� feet �� t ,� S J� L...4'� III I H II v�k-�-5 �•-—�!I aK =fin:, IIR •y{�W5 R 5. 5' t/I, L\' S S n. Ak 5 .:5 5 {q ,t Sig. 5 5 , ,'N, RE 98 6 :r- 'gill r- - ( __ , P l _ - __i 1-_ ? ' -`,I I' �!1!) (D1 �.� INV 9G6 p2 8p( I ✓t INV 9V[J. %( ,N) _ :) 1 <� co X. ,I-. v l EX. CBMH 00 O r � / , RE 981.17 I 1 NV 978 19(SW) ■ C /) u z C4 ■� N J o J 00 00 N z ^ N � m CY) ■ w z o Z w O N of to 04 w c ¢ J CD O F�1 z c.� U W M �Q W U� o (10 w Oz z of a Qof�Ej Z ` w � w 0 Ljj w a 1`rl Q > U �D a o Q O z 0 ^ 0 EI O A a� Vl A M� W DRAWN BY PLM DATE 5/4/12 REVISIONS CAD FILE 22502-10EXC PROJECT NO. 22502-10 1.4 REMOVAL SCHEDULE CONCRETE CURB & GUTTER 316 LF ASPHALT 693 SY CONCRETE SIDEWALK/PEDESTRIAN RAMPS 475 SF 6' CEDAR FENCING 111 LF t ------------ --------------- EE REMOVE EX CBMH 2, EX STMH 2C, 213 LF-12' PVC, & 13 LF-8" PVC 240 LF-6" 5 ti L_U I I\ �— —------ A V 11 I A n n �LJ LJ o SCALE IN FEET 0 20 40 1 inch = 20 feet CAMMA T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV, 996.62 REMOVE & SALVAGE EXISTING FIRE HYDRANT & 6" GV, CI „ - p •. �. �� t'iS {5 5 tt _-- x Ep i L / af M wO u � <r ZD p ■ (n00 o s 0' Z N Lo w w x Z Z k z w o N of 00 wCN z ,.. z¢ Mom J o 0 � N a E � O - a y E o .� 00� UjU N O C O O a 0 N O 0 0 T � �oENNo�°' O w a a z �¢ U o w a 0 z z 0- a m H z N W LLI N� o 5 w Waw p a z 0 �D L) C9 Co Z O Z w A0 0 x0 w^ a CJK DATE 5/4/12 REVISIONS 17/20/12 REV, PER CLIENT CAD FILE 22502-10REM PROJECT NO. 22502-10 ..-. J--�—� i t v m ?_ BUILDN 993'-115" RCP ® 73.76 0 �/ - j 64' 15�RCMP -.....-. — ....- — — ...a. E - S 4 1 IN� J84.124S) III Ex. AsMH �RE 1 06.331 _ / rr / r yll' it $ MATCH EX TC ! . 986.61�'�_ II 244' 8' PVC ® 1.93% ---------------------------------- SCALE IN FEET 0 20 40 1 inch = 20 feet • 60 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 NOTES 1. DISTURBED SLOPES TO BE STABILIZED PER LANDSCAPE PLAN. 2. CITY MUST BE NOTIFIED AFTER INSTALLATION OF EROSION CONTROL AND A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF GRADING. 3. CONCRETE WASH AREA TO BE FIELD LOCATED AT TIME OF CONSTRUCTION. SWPPP SHALL BE MODIFIED TO ILLUSTRATE THE FIELD LOCATION. Ln M O W � ftf Z N ZD n O 00 Lf) z m N rn W x z Z N W o VQ0 O 4 W m o) J p O N d E d C� a ao M o - ay E ow w N U p C 0 U 'E 3 o Q Z c m o c w 5 0 w O E6C Kwo Ln U _ N as owin d a w W �� za F- � w Co A W, fif 0 Z : � waW �� Z 7OO' Lw Way U 0> p.,a z coo am:�. o U1�C� 0 �OZ � P WFD zw a w CJK DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT CAD FILE 22502-10G PROJECT NO. 22502-10 2.1 TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). 1. TEMPORARY MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED, 2. HYDROSPREA➢ MnDOT TYPE 6 HYDRAULIC SOIL STABILIZER. a. HYDRAULIC SOIL STABILIZER : MnDOT TYPE 6 AT A RATE OF 350 LBS/1000 GALLONS OF SLURRY. b. WATER : 875 GALLONS/1000 GALLONS OF SLURRY. 3. TEMPORARY SEED At MULCH (SEASONAL) a. SEED : MnDOT SEED MIX #150 AT A RATE OF 40 LBS/ACRE. b. MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS/ACRE. 4. TEMPORARY SEED & MULCH (SPRING) a. SEED ROBOT SEED MIX ACRE. I10 AT A RATE OF 100 LBS N / E. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISCANCHORED. A. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS ACRE. 5. TEMPORARY SEED & MULCH (WINTER) a. SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS/ACRE. I. MULCH : MnDGT TYPE t AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS/ACRE. 8, HYDROSPREAD SEED FERTILIZER TYPE & MnDOT YP 8 HYDRAULIC SOIL STABILIZER. a. SEED : ROBOT SEED MIX #190 AT A RATE OF 10 LBS/1000 GALLONS OF SLURRY. b. FERULZER : 10-10-20 AT A RATE OF 50 LBS/1000 GALLONS OF SLURRY. c. HYDRAULIC SOIL STABILIZER : Mri TYPE 6 AT A RATE OF 350 LBS/1000 GALLONS OF SLURRY. d. WATER : 875 GALLONS/1000 GALLONS OF SLURRY, 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY (SEE DETAIL). 8. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY SEE DETAIL), 0 9. ROCK CONSTRUCTION (SEE ENTRANCE D TAI R S E L. 10. HORIZONTAL SLOPE GRADING (SEE DETAIL). 11. DITCH CHECKS MnDOT TYPE 3-12" BIOROLL WITH MnDOT CATEGORY 3 EROSION CONTROL BLANKET (SEE DETAIL). 12. EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). 13, PERIMETER SILT FENCE (SEE DETAILS). 14. INLET PROTECTION (SEE DETAILS). PERMANENT EROSION & SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). 1. GENERAL SEED & MULCH (MIN. 6" TOPSOIL) a. SEED : MnDOT SEED MIX #250 AT A RATE OF 70 LBS/ACRE. b. FERTILIZER : 22-5-10 80% W.I.N. 0% CL AT A RATE OF 350 LBS.ACRE. c. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. 2. POND SEED & MULCH (MIN. 6" TOPSOIL). a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS/ACRE. b, FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. a MULCH : MCIDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. 3. WETLAND SEED & MULCH (MIN 1' HYDRW TOPSOIL) RESPONSIE a. SEED : MTIDOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE. PART 11, SUBMITTING THE APPLICATION B. APPLICATION AND DURATION OF COVERAGE 5.Chan of Cawra e, For ..net ...tbn tc wh e qe gs the ere the owner w der): changes, (e.g„ an vagina developer .eta portions of the ..property to various nt owner l Salad the entire site to m new owner): o. The original/e n.,. a m .hall provide a copy of me rode 0 S Walks or ternew owner per itior the Corm fic required in Part 11,G2.b) to the new ow Tire cavity current owner ecall provide a SMPpe to i the new wner ontl a operator the specifically ll addresses the D P Y ,.Mainifin ctnelmottan it activity Note: The poll f min B Y notice o ton anon/permit m"ifcalion form replace. the subdivision registration, permit the now modeCor o Tad notice of mil aationcom lets a b. The new owsr w avwainr era0 submit t complete he me on/pa permit modification portion (permit modification.itown include .undtrobtli registration or atonic Gmaer or the none or 9 p ) a 7)40A after mownership forth to the MPCA prim to ctmmencng crresponsan =tMty on site a in n0 Case later oond than seven O) "y6 altef taking in ownership 11. Of the OIODm[y. Me new Pmmill«(s) are responsible for as an operator with MI terms and actor has of sple permit ac mocportion of in Port the c. If ono erator or antral contractor has taint their P 9 el" t al mlion of work on Iha ails is n longer P D oin operational control of Ma project, and P p je . all cmtraducl abli Dtime between the own r e and erator to nay contractor relating g Cp W 9 to compliance with Me forma am conditions of using permit haw been ma6 the opemlw or genertl contractor, may a From both coverage leak to the owner w to a now operator using the notice of temninalbn/permit modilNctllon fond, p signature Mom both the owner and opemtar is required. C TERMINATION OF COVERAGE T Permhom(s) wishing to terminate coverage under this permit must Submit a Notice of Termination (NOT) to the MPCA. Compliance with this permit is required all a NOT Is submitted. The Permittee(s) coverage under this permit laminates at midnight on the postmark date Of the NOT m on the data an online NOT I ukhr n 0 I. s lfed to the MPCA. 2.TeTermin Termination of covarvge scenarios: p, T<I. All PO Of coverage for the 6aflre T within I. All POMI whiche) mull Submit a NOT within JO tlari often ctio Stabactivity has (see co feted he. If been completed include an tla potions of lM1e site for wnicn the meat re N r, the sixterequirements and all eanr final an rnout y Was been must completed. If the site includes in Final atwmwatm management eYebm0. Me squkemenle for foal d«Woof/maintenance moat be perloumetl ore required in Final Stabilization, Part itme(s 2. li. Poverag a must submit a NOT r own 30 der after in P the entire eO a e s'te including roads and slmmwater infrastructure, one ri 9 9 coverage M transferred r to mother owner as describer in Part ILB.5. b, All Termination (s cowre a far a NOT of the Lire r a v en D ojecl. All Permlttee a must rthe er T within n ] l a 0 1 sew sand after aellin O otherwise legally transferring archon f h another () () ri a o the site IO a of w art 9 9 Y 9 P pa rty ontl they em m Ion anger the w in owner or Tatar. a portions cl the ales train sad to another art moat lea in compliance with e , Y B opa D B party co p ce n! e permit all temporary Yn n Tor«Ibn and antl a t control m e property ro er in face. Ma farm m n r (r (e.g. P dry ersim p measures piece). most Include ode Signatories am the original Permlttee s n r and contact information to the new owner of ter r art . g I) Pap Y c. Termination of coverage obtained usin a c bdiWcion re gistration titration. 9 9 g If email coverage was orb h u v obtained us the subdivision registration races Permlttee a are r ulrad submit NOT i P^q W D & (J a to suD t o 0 within DO days after achieving Final Stabilization att (sae Part method 3 From that on an alternative methae for ma Permanent Sleved rr Management System as tlswib" in Part IILG5, are prohibited Gam tewo yearsoUng this permit until ore Stammreached in Pork has been shown Submitted m ttee and ehher. a. TM1a Iwo years be ..1hi a tlmo P.mintl in Part III en ties bun Lingito the MPCA ontl the MPCA has determined betl that the reWiretl treatment ns been achieved Tha her MPCA Within be notified in writing within 30 days equ alter the a, the Parng data nee been a NOT. If the Permitter has not heard from n « dthe MPCA within 30 do after submittingn t e re aired tla In P rani l e e taw can submit a Not. ri q 4 b. The permitter ghcon submit a NOT. v If M1 f 0 , even the Hme rams Is feu than two years, If the MPCA determines that Me allamallrc methad is erg the the requiretl caul ant. During the monitoring and evaluation of the alternative meth", the Permirts is not responsible for Daher permit requirements that have been transferred as aaacrtD" n Pat ILB.S. PART ASTORMWATER DISCHARGE DESIGN REQUIREMENTS D. RECORD RETENTION The SSPPP (original or copies) Including, all changes to it. and inspections and maintenance local must be kept at the sale during onalruction by the Pmmitiee was has operational control of that portion of the ote.The SNPPP con be kept in either the Field office or ,n an on Site vM101e during manor mrkeng boors. All owner(s) must keep the SWPPP, Mang with this Following aedlliand recoma, M its now three (3) years after Submittal of the NOT as Outlined in Part II.C. This does not include any records after submittal of the NOT. I.Any other permits required for the project; 2R... ,do of all nepxtim and .armaments candiated during construction (see Part IV.E. Inspections and Maintenance); 3.AF permanent operation and maintenance .gfamnenb Mot how bean implemented, including all right of way, contracts, Revanche and other binding requirements regarding perpelud maintenance; and 4.AII required calculations for design of the temporary and Permanent Stormwaler Management Systems, b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. (CONTRACTOR) WILL HAVE RESPONSIBILITY FOR a MULCH ; MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. 4. UPLAND BUFFER SEED & MULCH (MIN. B" TOPSOIL). a. SEED SEED MIX AT A RATE OF 88 THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF N#328ATURAL F 05ACRE. ER : 1 b. FERTILIZER 18-1-8 NATURAL BASE AT A RATE OF l60 LBS/ACRE, RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION CONTRACTOR : a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LBS/ACRE. BUSINESS NAME b. FERTILIZER : 18-1-B NATURAL BASE AT A RATE OF ISO LBS/ACRE. c. MULCH ; MnUOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED, CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 8. GENERAL NATIVE SEED &MULCH (MINIMUM 6" TOPSOIL) a. SEED : MnDOT SEED MIX #350 AT A RATE OF 64.5 LBS/ACRE. b, FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LDS/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a MULCH MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED, 7. SOD CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) NARRATIVE & NOTES THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS 1, SUPERDOG 11 CONSISTS OF THE GRADING, UTILITY, & SITE CONSTRUCTION ASSOCIATED SHOWN ON THIS SHEET. WITH CONSTRUCTION OF TWO HUILDINGS, PARKING LOT & THE STABILIZATION OF THESE AREAS CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL N.P.D.E.S. PERMIT. 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. I ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL BE 3. ALL EROSION &SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION DURATION OF USE. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED, a. ROCK CONSTRUCTION ENTRANCES. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER b. SILT FENCE & TREE PROTECTION FENCE. CONSTRUCTION IS IN PROGRESS. c. EXISTING INLET PROTECTION. d. TEMPORARY CULVERTS. e. TEMPORARY SEDIMENTATION BASINS TRAPS AND OUTFALL FACILITIES. G TRAINING REQUIREMENTS P. STORM WATER POND CONSTRUCTION, g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND KURT D. QUAINTANCE, P.E. STREET CONSTRUCTION, DESIGN OF SWPPP CERTIFICATION (2007) h. TEMPORARY SEED AND/OR MULCH, UNIVERSITY OF MINNESOTA i. HORIZONTAL SLOPE GRADING. INSTRUCTORS : LEO HOLM & DWAYNE STENLUND I. DITCH CHECK, SILT FENCE, & EROSION CONTROL BLANKET. k. PERMANENT SEED AND MULCH AND/OR SOD. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, 6. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE FUNDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME DEVELOPMENT SUMMARY TOTAL LOT AREA 3.08 AC. TOTAL DISTURBED AREA 1.13 AT. EXISTING IMPERVIOUS AREA 0.90 AC. TOTAL OVERALL IMPERVIOUS AREA 1.42 AC. MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED STORM WATER PONDING AREAS. 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED, �ROPOSED�OSION/SEDIM�TCONT�LQU�T�IESS/SEDLM�T CONTROL QUANTITIES B. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER HEAVY-DUTY SILT FENCE 364 LF VEGETATIVE COVER TO HELP FILTER RUNOFF, MnDOT #250 SEED & MULCH (GENERAL) 0.39 AT MnDOT TYPE 3 DITCH CHECK 5 EA 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE REAR YARD INLET PROTECTION 3 EA (SEE TIMELINE : PART IV 132-4 & #15). EXISTING INLET PROTECTION(WIMCO) 2 EA PROPOSED CB INLET PROTECTION(WIMCO) I EA 10, TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS. 11, DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF PROJECT COORDINATES THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. N 44° 61' 23" W 93- 36' 42" 12, DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL UPSTREAM AREAS ARE FINALLY STABILIZED. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION, COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR; NO PAYMENT FOR DUST CONTROL WILL BE MADE, 15. ALL DISTURBED AREAS NOT SPECIFICALLY MENTIONED IN THE FOLLOWING NPDES REQUIREMENTS PART IV. R MUST BE STABILIZED WITHIN ONE WEEK OF THE COMPLETED CONSTRUCTION OPERATION. UNDISTURBED VEGETATION DOZER TREADS CREATE -,e .w!` GROOVES PERPENDICULAR TO ��wa,y/ SLOPE DIRECTION HORIZONTAL SLOPE GRADING 2N2"x18" MIN. WOOD STAKE -21 MAXIMUM SPACING TEMPORARY NPDES REQUIREMENTS PART IV, CONSTRUCTION ACTIMW REOUNiEMENTS CTORM wATE A R POI LLTION PREM[NTION PLAN The Permitlee(s) must implement the SNPPP and the requirement. of this Dart. The BMPe Identified In the SWPPP and iin this Permit must be selected, instead. and maintained in on appropriate antl functional manner that is in accordance With relevant manufacturer einualV Otions and .mo tee m imimrBpractice.. D B B. EROSION PREVENTION PRACTICES 1.71e Permittea(s) must Dian fin and implement appropriate construction phasing, vegetative buffer atrim, horizontal max, grading, and other amet uctioh practices that mnknixe erosion, so that the Inspection and maintenance requirements of Part IV.E. are compiled with, Me IOCalian Of areas hat to be dl.t.med must be deHnented (e.g. with flogs. Slakes. signs, silt fence etc.) on the tMompmont site Defoe work begins, 2.AII .it OIn t mil oleo& must a to he. t 0,p men a3 ermae ID In1Il WN Br0910n b,, .t n0 Ca w r h 14 D D aC ale than der aftH the Cmatn1C11a0 ri activity n that portion of the sate naa lams, de y or permanently cooked. Tsand sty alley) an without constructed ant ails, cby on organic components e.. clean Derogate stork ilea from concrete stockpiler, good elm Nes and the con [r t components r Pan ( 9.D D kp ) s uc" base Dana Is of odds, parking lets and similar eaen of are exempt from this requirement but must comply what Part a .t ]. Tne normal wean a animater d any Site. Must Ind st Permanent tl 200 li eat f et evade Mal amine warm Gam mY herpoli ai M i carge Inton any ar dlverla water aroun0 onftmoat De lines within 200 lineal feet from the properly saga, or from Ina Dollnt Of dlater Into any oration water. remaining anon of Me foal to Meal feet must be completed within 24 must afcm connecting to a opa after oaten a surfzanan to Me re portions of an temporary eel dilates w swabs mtly be complete my o 14 tla, after co nnecting nxtn to h,ng y p racy or Permanent v ri g a surface water and eased as a that anion err nt Itch has temporarily permanently T m e a ermine r seed. a raw or permanent ditches or SomeP p Y P Y P Y amel t Mot are bean Used e9 a ....at containment system Wltn r0 rl deal Wed rock du se Casa b10 sediment aH in t c vs ( D ce r q t M etc,) do not tie" to be smost be. These a mutt m stabilized wine energy hours after no longm being ea after ere o retlbent containment system 4.Ppe errata most be pod"tl when lempwary w partnrnent mangy dissipation within 24 doom aver correction to a auvface water. SEDIMENT CONTRd. PRACTICES C. a _E I.Sedireent control practices must minimize sediment ft= entering surface waters, including curb and gutter systems and storm sewer inlets. ..T..warY oomirearmt d9ha s ditches and comment basins that are designed as rt of a sadIoneel containment a Brem (e.9., tlhcns with rock check tlana) require sediment control practices only as appropriple for site conditions. bJf IM1e down gradient treatment .,man v l n l r l r IP eon is o ooatle a amend o u rontify sediment cml o Practice. or resulted or a must be installed 9 ri P9 D to eliminate lea owdroeing, ontl the S'APPP mud be amend" to identify Me« additional praNse as reWiretl In Pori IILA.a, a. through c. eA ardor h gross cheek loos and mninize rills and/or atria. there eM1all be no unbraNen III ten at of rioter than 75 tut for / 9 9 B d ere w'dn a ratla o! 3:1 or ate ep 9 afar. 2.5miment central .at'wee must tie t h II before T i n land disturbing activities o eenal e o on a down been eat lishedlin be r a accordance uth Ptl t t a d Salu b g adH lea basin. Thou Practices atoll remain m place until Pinar count l ,D has been beladjuste in accommodate Marl Iter 3. ru timing of the datof vehi of Sediment Aysh nt-ter praca'vty may be "Imt" to s quickly .start -term activities each ere clearing a grubbing, a of after the An .hart -lamp aed. meet , completed c ore agar c ouit b and the sediment a hex r gr g, w paewg y y p q y a p practice. must be installed f the albeit after the a taly is completed. however, Sediment conlyd practices must be install" before tea next precipitation event even it the activity la not complete. 4. have aMannebeen groin inlet. most be trot«L" by appropriate BMPo artic wnalrvd'm until all a with potential fair discharging to the Fiat m rt been and stabilized. Inlet protection may be removed for a particular It inlet if a apaigc safety authority (e. ((treat fl"ding herShiing) OO bun tininess)1fidJ and ins the nieedfo haw received written comespandence trot the yrieaiwtW n me S (e.g. (ity/county/tthiln 7D/ours u rquest.) verifying the need far removal. The written caned in a timely mud be manner, the Sped in Me RNPPP io owl has amain ]2 noura upon hu eat. Nfiln y conc rn. Homdence cm not be abl writt n o timely encem the a documented die[ protection the can be and l0 within n ine rums upo safely t, Per. sion to, effortodyns a obtain written b sea on correspondence cued lea concern u n IM1e a PPPObtained and avm the within ti hours upon request. days of em to remove nkt Orotearlan tree" on a specific eakly contain must still be obtained from lM1e jurisdictional arnipm y within 30 days of removal. S.Te snot be oil ed h surface moat M1we Sit c once or rawer effective sediment conlyd.. and cannot lea placed a surface ,i mA tetuel0q etOfmwOim cmvBpaCK such at Curb and gutter sy5lem9. m conduits and dlr<n¢B UOleas them a byow.trac n of S ion the rom the m. 6. s. concreclete a or stool of 9¢dltm[ from MB construction site (orStreet t sweeping streets within IM1e site) If mussuch hi minimizedrnd uateMPS sucm as ttOnB padt crate or e[ea ware racks, r equivalent MEALS). systems. Strut sweeping moat be used If aucM1 BMPe are not adequate to mrevenl sediment from being rouston!mAtee that the abet pare Part imentatio ).The PxmiOea moat install tampwary e"Imenlal'an beside as required in Port IILB. of this permit. 2" SASHED ROCK D I `/ ` _M11EKRLE FAARM NOTE• `is. NIN. REVERSE GRP°IEM D_- 3 MIN Y MAC, q_q w - tD• MI.., zD• MAx. MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP --11 Spacing on upper end 1141, _,,-4" Overlap a • e�t3• I- 3' 1' Spacing Minimum on Staples level 12" BIOROLL +MINIMUM ANCHORING SHOWN Fold under 6"- EROSION CONTROL BLANKET -CATEGORY 3 (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) 6" Anchor slot alternative NJ WATER l FLOW CROSS SECTION PROFILE VIEW DITCH CHECK - MILL TYPE 3 MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN r-DITCH GRADE D. WATERING ANn BA9N DRIIN NL 1.Dewolere, or basin draining (e.g., pumped discharge., trench/ditch cuts for drainage) related to the crostruction activity that may have turbid Or sediment lodan discharge water must be dlBchar ed t0 a temporary O! permanent Sedimentation basin On the Project Site whenever 9 9 P Y P in the sin orrge from the temporary or (mepermanent Sedimentation one must be t visually chocked to scare adequate to treatment .trial talon" in Ina basin ontl that nui"nce condition. prior (sea Minn R, ] surface O water. 2) will not result from Me discharge If the water at the be dischargetl does a of raversely basin prior to entering lM1e down a warm, it eneb be lr«led with me appropriate BMP t acM1 rge the aobdischarge does not "wmal .ion the mcatvin wale) or downstream be hs,ermid TM1a Prompt k a made re that stis Sr a Into are r c O e ve accepted protected from erosion and x The discharge mud be diepwsed aver natural took discharge .and bags, t c tic ins sing, or ether accepted tl energy i i m e d4a lbn BOBY(B& Adequate sedmentalian contra measures are required for dI.ChM a WOIN that CantOlnS suspended M 9Y m a W 9 P 901id9. 2.ra water from els or in or basin draining discharged t o not come n conditions. ,on m OCSiuili0a must DB d8c O ed in O manner Ma does O ui9anC0 00IM , Brn9 9 9 9 ranching channels or m tlOWrldOpO propertleA or inunda[bn In wetlands causing signi8canl adverse impact to the wetland. EINSPECTIONS AND MAINTENANCE 1.Tho Pmmill n either the owner or emeor vanidentified in the WPPP st routines thereat the entire construction site at least rot) ( « a is S ) ma y ape[ once every sawn (]) days during 24 active hours teraconstruction ontl within van 24 ahoure ma after a rainfall ewer greater Mon 0.5 men (In 24 Hoare. following m Inspection which occurs within 24 hours after r of g t n mat must b conducted rds )thMat, p e a a a event, the ex inspection s esewn O day. after 2. S inspections and ce maintenance c i m retained! win n conducted Burin construction moat lea recorded in writing and them records must lea eta' " t the .P 9 9 SWPPP in acme of Wien Part Ill.p. Records of each Inspection and maintenance adivi shall include: n0stasplv Dklom and time f inepadns; b.Nrma of person(.) conducting inspections, mou c.Findtngs of inspections, inducing r«ammentl es, a for co receive actions, m dCorreand actions token (including dotes, time. and party completing )inn 24 b octivifiea r g P Y p 9 m ). I Doc and amount OI all s, ma events a So than ea ned Pa nCnes) F 24 Woofer I. Documentation of nsma( made l0 the SWPPP as raine,b in Part IILA4; and 3.6erm enter OI the camWeduc Gila bow a dent eowr but work remand on altar orb of the site, Bdiane of the areas when p v Tina v I,av permanent COwf may be reduced ny once per month.rMeresite Ca must be i sSit"pec bow pa periods toter M all Bmonth Sth arms Insp and 00 be comelton nativity isgroaOccurring anywhere on the arm, the sill must t Inspected for a period of o con true manlna (the spDectns may to hmeta unfrozen round conditions. mine in the for scatter month of dent cover ontl no construction e a in o mina ry ctivit , e adbne may De during 9 ) 9 p Y P Y ter rousem udn construction activity it Done echo inilnd m loaner If notified in writing by the MPCA. Nfime r ru has been Suspended the due to Iroto ground conditions, IM1e requited inspections and maintenance aM1"ale muse begin Within 24 hours after runoff incurs of Ine site or Prior to n prevention on and sediment whichevercentral cornea Tirol. M 9 9. re erosion renention and sediment contra BMP. muds inspected to ensure integrity ontl effectiveness. ass: All nonfunctional llal m e t 0 D R s us DB e9 Y OnOthed, reposed, or supzdfim1a with functional Permi BMP. must 24 hours nfterand Comply with or he soon as Mon conditions allow access unless Pecol m time Game k epecifl" Dhow. The Permiltae(s) must invstiab and etmDlY with the following nspe<IIOn and maintenance rags ll silt s: .AIL slit forces must be repaired, remaods it in 24 hours, when they became nonfunctional fief al en Me sediment reaches 1/3 of the height of Me fence. Thee repair. moat be made within 24 here of discovery or as son as field condil'pns allow access. D.Tem orar and Permanent sedimentation Deems must be drained and the sediment removed when the depth of sediment mil«tea in the D Y pe i basin orm .111 . the swage volume. Drainage and removal moat be completed within 72 hours of discovery, or s soon as field contlillona allow acceu (see Part IVD.). ..Surface water., including drainage ditches and conveyance systems, must be nspected for evidence of erosion end sediment deposition. The Perml[ke(s) must remove all deltas and sediment deposited in surface watmA Including drainage ways, Catch basins, am other drainage aysMI and memory. the .... wner. sediment removal results in exposed all. The removal and stabilization must take place within sawn (7) days of discovery unless precluded by legal, regulatory, er physics access constraints. Me Permitte, Shall use all ossomm effort. to Obtain a If prec idea, removal and stabilization must lake place within eaen (]) calendar days of Obtaining cocoas. Tha Perri is responsible for contacting all local, regional. stale and federal authorities and receiving any applicable permits, prior to conducting any work, d.C. st...li st ails vehide exit locations most be Suspected fin evidence of off -site sediment trucking onto paved surfaces. Tracked sed'm<nt must be removed tram all paned ounces, within 24 noura of dlaeowerN m if aallcoble, eight, a Shorter time to selly with Part IMC.5 a.The Pormittee(s) era responsible for the operation and maintenance of temporary and permanent water quality management BMPs, as wall as or erasion Prevention and sediment control BMPs, far the duration of the construction work at the site. The Permittee(s) are responsible until another Permittu has assumed control according to Pare 11.8.5 over all arms of the ale that have not been finally stabilized air the Site has undergone Mal Stabilization, and a NOT has base Submitted to the MPCA. I. If sediment escapee rho Cmetfucllah file, off -site accumulations Of sediment must be rmmved in a manner and of a frequency 9ulficlent to minimbe off-att, impacts (a.g., fugitive utliment in attacks could be woanetl into storm uwars by the next ram and/or those a safety heard to users of FuNk, stmelf S AM infiltration areas must to, inspected to Monte that no sediment from ongoing Ccnstruclan ativfty if reaching the infiltration moo and these arms are protect" Gan compaction due to construction equipment driving across the Infiltrallan area. s FT, " a. LEnG a➢sr S FT. MIN_ IF":GTH LIST AT e Fi. NA3 ...ZIP, CEOY.?TILE FA GIIG AT 6 FT MAX,SPACING J IEyTILE FABrnTC 96 LIE PLA511:, LP p£5 / ,O ten E ELASTIC 9➢ As _ /! F,1 F q .FACE 1 C l8 ENSUE) ( t' 'd �) FTRE t,Xb fMFlLL LOGAHM W Tm 9' LGCA r'D IN iCV B ) M 1R 0, f-PfiE C9WPAOTCN ZUNE ( nANRAL t IL F N, F . F F�1. .l1 _ it LON w�(:�CHI% -,_._A.a. z era." r 13 1 . _ 6 Nlty SUCE cB aDEPTH \11 -SILT FENCE, I,1AOHINE SLI:;.E!LaD LILT FENCE, HEAVY OUTYC�j FABRC. SILT FENCE PREASSEMBLEO 1 2 BACKFILL fJ` LOPE GRACE MAX LENGTH _.__ LESS THAN 27 100 FEET /5 FEET rTG -i aza % ° FEET wtiCS CIREATER DIAN 2A% lb FEET SILT FENCE PER NW 1PT El c SO1FtE NOR $EE SPECS g513 b 3556 LD(:mTDN OF SILT FENCE (D to Pmtecf Ara F m1 Heel Fmw FOR SEDIMENT CONTROL z� Mcrlmum Pi:DIDUU,w Arcs T Acro Pe N Rt Apf SIRA3'�r SILT FENCE NEAR TOE OF b 40PE OUTSIDE OF CONSTRUCTION LIMITS //// �11 �^/./ LOCATION OF SILT FENCE .FOR PEREMITER CONTROL ��p�opF� SILT IIOf FENCE. REVISED: a 1p Pu`D "CI. _ 5300 ENGINEERING DEPARTMENT FILE N4ME: CsG AENG EC5 5JOD n 1" DIAMETER ROCK FILTER -- d v II" - 5 4- C- NOl_E. `A-1 FENCE FEk MNOOT S. F IF; f,LONS, SOURC,F 2,00, MACHINE TATICED WOVEN LAIfEA INLET WITH M tCkILAMLN1 SC' WIDE //�� FASTENED TO STEEL T-POSTS A CRATE WITH 3 (DOLB) TENSILE STRENGTH PLASTID ZIF TIES PER T-LUST{MACHINE SLICED) 11 A' MINItWM 24,• RUNOFF f. / / FILTERED 'EN,TE3 / SECTION A -A (I 10F * M= I OFfROAD CATCHCiA51N FILTER BARRIER REMS@ 2-10 ENGINEERING DEPARTMENT I Pare No.. 5302 FILE hAME!G NG\SPECS5J92 PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: N POLLUTION PREVENTION MANAGEMENT MEASUR The Permlttee a mall implement the fO1IOwIflg Pollution Prevention management measures on thesite ; 1.SLAIMJ other waste: Cat be utliment, asphalt ontl concrete millings, pywith h MIPCg debris, l moo plastic, labrk, construction and demolition debris and other wales moat be disposed of properly and moat comply when MPCA disposal requYemanta. 2.Hazwdou. MmISTIL: 011 ,amine, ainl', and an hazardous substances must be property stared including ontlo- containment. n . 9 P Y Pap Y 9 secondary e Wont, of prevent e ilia, 1«ka are mu t be in c. Rsl( bwi h MIK to St.,.,. areas mud! be added to rewnl wntloliam. Slora a antl disposal of P 9Pr P 9 aPo hazardous white must be in d .their m with MPCA hlem regulations. 3.waste P washing of truck,of and other at iNneollon vehicles mot be limited to a defined area of the site. Runoff moat be contained antl waste Property disposed OL NO en inn N sold . is genera ed site. W D Y9 erg 9 4.Conaete m, mahout malts: All II band edN vests l day r b contra! not alto operations hotmuds be enter ground in a lack -proof mum0 41 9 Yp impermeable line,! Th ion mineable liner.. A can acted day liner that oun not allow washst o to enter round water to considered ed an Y D p Yliquids9 Impermeable Ilare The liquid and solid dotes mutt not contact the ground, and there must not be runoff from the concrete washout Operations a or areas. Liquid and sold wads must be disposed equipment properly and in compliance when MPCA regulations. A sign moat " Installed atlpbnt to each washout facilitty to inform concrete equipment apemtme to utilize the proper facilities, G. FINAL STABILIZATION TM1a Pmmilnse(a) most ensure Final Stabilization of the site. Final Stabilization requires all of Parts IV.G.t-5 or Port W..C.6, (.Final Stibilizat an require. Mot all sail diialurbng odiAL at the site have Dean completed and all aMs must be stabilized by a uniform perennial wgelaliw cover with a demity of )OR over the entire pervious surface area, or other equivalent memo necessary to prevent soil fdlur< under Solve Conditions. 2.7ne Pem,rttele(s) most ensure that Me IPwmment .tortnwater treatment system meets all requirements in Pat III, C. This includes but is , not limited to a final clean Out of to ar or m eranent Sedimentation bads. that are to be used as permanent water quality management basins and Foal conslruclommror maintenance of infiltration basins. All sediment most be removed from comnspirmsystems and ditches must be stabilized with pmmonemt cover. 3.Pdm to sobmleeion of the NOT, all temporary synthetic and structural erosion prevention and sediment control IMP. (such as Sill fence) rem most be removed on the portions of thin site fin which the Pwmitlee I.wo, nslb. BMP. designed to decompose on sib (such as sane compost S ma be left in lace. P m) Y P 4.and dongr residential t pernmete ml of hoouM late o older" finally stabilizedchif lee old to a a finish" k temporary protection ForY• YeO o P rrrY erosion p ontl dawn the erimeter control naa mean completed and Me residence has been sold to the hof the award. Atlan and Me Permlttee must 9 P P W Permane lee ver. "Homeowner Faat Sheet' to the hemeawmr b inform the hamacwnee a( the ter and Iwnafib of Permanent rorcr. pe S. For be acmbon ro eon land used for agricultural a see e.., i lines eorse era or re lend Panel 9bblllaetbn 8 P rpo ( 8 PPS P nudge, ) they be see Stay heduby returning the dieWrb" men to its preeat .11 des agricultural use B.A Permitts they brminab permit crosreye prior b completion of all conetivetion activity H all of the fallowing contlilbne ere met in addition to Part IIthrougth Port WIand where applicable, Pert IV.OA or Part IV.0c, a CarstrmGm activity ha. cuaed fum at Meet BO cloys. b. At least BOX (by Drew) of all orngibally proposed construction Squinty Ise Dean completed and permanent eawr established on thus area.. c. On areas where cm."cUon activnit la net complete, permanent cover him been mmbhoh d. y p -- ,,A) o 'i6 C !`-2" CLEAN C9I.nHED ROCK Ter / T u / n, O,C b MIN.�TC?TH FOR ROCK UA' 1 NI>,f V 1NIN.DEPTH FOO INOODCHI S 111 op> R,O ry /_ , /NIk Wtj',tl '8 VINIMUM1 L FF PEi.IV Id F V TO MINIV IZE PL L Pr f R,:h TLE FILTER FABRIC NOTe I ILT, " "Vi MCRATUN TLE HROUGH ROCK, OCK arroF I ROCK moo CONSTRUCTION vuenuealnf ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT - NI5301 FlIE NMAE: G: C SPECS 3301 - SEDIMENT TRAP SlLNUF4CTI,RED SY NIM OLLC. SH,f(C°EE, VNJ, r r r u LmCL RAN s ,. ORENcAL �n i1_. Iu ,LIS A'MUArOS DFSYb7d LDA17S LNAAIICE 1vl1 11111I , err A' w.. = A,CC,U u "J l.4ap Gl aT".aus4 aFi uwF ru „ r ., 'I _.. - vv.u, T. e IATZ "I I. A 11 ,,., VOLL)E1 t1C,:,/_ U P3EgTOW f"'L 9ALRb CW ` CENIFX AT 111]E2 ASS:MHCY -G,SRFdOW ? )UP OF CURB 60X 6"10FR ASS-1hai CURB ^� \ ( �' -C6-25 h'ia'H ROW Hif#( fi'1J4V FkT6RlC- Ate' NCTES: 11, CLEAN FILTER MELIA AFTER EACH RAW EVENT AND REPLACE IF FILTER S CLOGGED WITH SEDIMENT. 2. REMOVE DEIRRIISq/SEDIMENT FROM RECEITACLE AFTER RICH RNIA EVE4VT, CHUM CATCH BASIN Iinenu6Wo11 SEDIMENT TRAP KVOME . 1-40 ENGINEERING DEPARTMENT PLATE NI 5302A 77NAMCCAENG1,SPECSI KURT D. QUAINTANCE, P.E. - JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. - PROJECT ENGINEER - CITY OF CHANHASSEN TEDDI SEIBRING-TROFIN - MPCA (952)-890-6044 (0) (612)-508-8890 (M) (612)-239-7024 (M) (952)-227-1165 (0) (651)-757-2719 (0) a 0 l� ^^ LJ J O M L7 ed- � I d� Z wal, :M� S1 (n wJ I O J lT 5 N 00 Ts. / o � = CV Li Ilf� m m v a LgJ W O C.4 wzE z - Li 5 W Z (n d well- W O ca cVw to 4' C:)o 00 N Ln W U T Z Z 3 W Q J O Li ZO a CL (V = d E to N W T O aC . o E o. N L�+v_'y or Z Q • Z .+-CO NO O C` o aL.Doa o N 0 Of d O C OU w O T L 0 'C'm OED0m N IF Ui TaU C , 0, �C> -Y � OOdDJ �'UT N V O JCN N L n UN l LN t7 iN _O"O o � a a lr� w 1` � PQLit) � Z" In � I. I W " �/� laZ M �11 `1'�O 1e•-I V Z A " l41:4l L Of W W sea'Of I134 0- K A� A HZ Z I -I -I Z (`ten � O 14 Q Ed :Z)L�1L < O n Fy� P-I Q Z N W Q �U ® I --I &4 Z 0 U� ® V 0 N00 AZ W 134 O , IFf---- 1' n:) Vl / /4 64'-15" RCP NOTES y•_,.1 •_S _`..gel ; I - 1. ALL STORM SEWER INSTALLATION PER CITY OF ""T CHANHASSEN SPECIFICATIONS. CONTACT GORDY J. - �Y -- kwO STAUFF(952-227-1166) 48 HOURS PRIOR TO CONNECTING TO THE STORM SEWER. [EX, SSMHh RE 1006.33 7xV A1+ 'll INV 992.66 -- r r T T T EX. STMH § RE 994.19 ;*„:n 2. ALL SANITARY SEWER AND WATER INSTALLATION & 1 INV 984.34(N) TESTING REQUIREMENTS PER CITY OF CHASKA INV 984.24(S) k SPECIFICATIONS. 48 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CONNECTION PERMITS MUST BE FILED 6,n� WITH THE CITY OF CHASKA. HYDROSTATIC TESTING FOR Ir1*, THE WATER LINES WILL BE A 200 PSI TEST. FLUSHING v lI"rx WILL BE ACCOMPLISHED WITH 3" MINIMUM DIAMETER zki HOSE. 1 3. ALL REAR YARD CATCH BASINS MUST HAVE INLET 33' 8" PVC i AN PROTECTION INSTALLED ON THEM IMMEDIATELY AFTER 2i.00% v .� INSTALLATION. 1 L U L« 4. INLET PROTECTION (WIMCO) MUST BE INSTALLED IN >" ALL PARKING LOT CATCH BASINS UPON COMPLETION EX, SSMH v OF PARKING LOT. RE 998 00 CB 105 INV 985.40 -:' L _ �/ C RE 986.60 5. ALL HYDRANTS TO BE WATEROUS PACER INV 984.39 INV 12' 984.10 N VNB-67-250 PER CITY OF CHASKA SPECIFICATIONS. INV 4" 984.60 / /fry ,,� -i;-�- i �- r u�rI 1 T, _ x �. '` / _ � ;'``r '`�� !r ��' �� r' '�. '"� HYDRANT THREADS TO MATCH CITY OF CHANHASSEN I � � N A �� , i, ,�> f �, , ,�.'� r',�:/ v v v SPECIFICATIONS. 6. ALL EXISTING SANITARY SEWER &STORM SEWER RIM Ex CB 2A _ & INVERT ELEVATIONS NEED TO BE VERIFIED BY THE 303' 15" RCS NUS, / r v ® 5.10% z, INV 12" 983.78 ) 'v RE 987 84(PEA ROCK) Wi CONTRACTOR PRIOR TO CONSTRUCTION. c , INV 4" 98428 El ` 75 LF-12" PVC ` , klR 7. ALL STORM SEWER TO BE PRESSURE TESTED PER h 4 sV SDR 26 ®0.42% v /r' s` :I \ Ex CBMH 4 CITY OF CHANHASSEN REQUIREMENTS. V� Q „5 \ v RIM 987.41 „ -�� INV 15" 978. 2 < 1� X- R, 4 PVC SCH40 RISER �� INV 4" 983.5 n, H ROOF DRAIN W/OPEN / » ?>---»--»�� > J GRATE 8e 900 BEND �� 77'-12" PVC / L ,- '�+,*.v h RIM 989.20 �. 5 , 5 15 __ 6 11 427 a / Ys 6" PVC PLUG t-.�'� 5_ r is ~, 1 ` -' i. a `. q ,., / 1 i>N7s r V s 4 INV 986.00 v14 INV. 983.4E 42 LF-4" PVC SCH40 p f �:' /j/ '.� _ ti / ® 3,339b EX CB 2B / ,- r� �5r it z� RIM 987.84(TURF) t;' k 6 LF 12" PVC INV 12" 983.46 `J STMH 104 NV 4" 983.96 / SDR 26 Cap 0 62% , 46 LF 12" PVC �T. 4" PVC SCH40 RISER RE 989.00 T _ �, v k _ � SDR 28 ®0.63% � � ROOF DRAIN W/OPEN INV 12" 983.79 4r 1 �/ GRATE & 90° BEND INV 4" 985.50 I EX�ST�NG BUILDING 7' h; ,al , } s 3e n p / 1 1 r III- RIM 989.20 CBMH 103 FIFE 989.2 V -1 INV 986.00 t, V ARE 987.60 �, v 15 LF-4" PVC SCHI40 �.� INV 03.33% Ex STMH 2C � -12" PVC <�'1 ! / 11 ''�� v ( / k., R Ys _-.7 q f , .s`<.- s s 1 - `' RE 991.57 ®0.71/ j 2 X ?. CUT INTO EX CB q CONNECT � M w INV E/S 983,02 �' WITH 12" PVC - ' PLUG EXISTING �.-- s,. / PVC SCH40 RISER INV W 983.46(EX DOGHOUSE) „ 6"x 6" TEE \ r a / H < ROOF DRAIN W/OPEN 4 x4 WYE ` INV S 983,46(CUT NEW DOGHOUSE) v INV y a NV 986,00 GRATE & 0 BEND FFE c989.0 RISER985.69 6"-22 1 /2' - 6" DIP \ \ / RIM 989.20 - f( �s REM VE IN ROOF DRAIN W/OPEN BEND CONNECT TO TEX EXISTING 6" DIP WITH / ) _ ' 9 LF-4" PVC SCH40 12 J„. GRATE & 90 BEND ®5.56 ° RIM 989.20 n '6"-22 1/2° BEND(MAY REQUIRE .. a , - � INV 986.00 ,� 4"x4 WYE \ ;SLEEVE). CONTRACTOR TO VERIFY r 1 INV 985.87 V K r - 7 LF-4 PVC SCH40 I EXISTING LOCATION & ELEVATION. 'r 4.43 / �v 4" PVC SCH40 RISER 4" PVC SCH40 RISER �`'1 63"-12" PVC' tI ROOF DRAIN W/OPEN\� DOE DRAIN W/OPEN I 2 9 L J I E w I GRATE & 90° BEND 1.22% 5 GRATE & 90° BEND NOTE : CONTRACTOR TO COORDINATE PROPOSED 1 t RIM 989.2989.20 0 n INV 986.00 INV 986.00 STORM SEWER AND WATERMAIN INSTALLATION AN EX CBMH 2 _ - , ,�C:. ,u 'Saip RIM 988.98 ® LF-4" PVC SCH40 R r >i f CONNECTION, AND ABANDONMENT/REMOVAL OF 55 LF-4' PVC SCH40 10 0 0,91% NV '982.78(E) 65 LF-6' PVC SDR26 ®1.00%1 INV 982.48 '; ti / EXISTING UTILITIES WITH OWNER TO MINIMIZE (INSULATE AS NECESSARY- 4" s.o' NV. 98225 ��., FF �9 2 to_ 4 ,, r �X 4" PVC SCH40 RISER E r' h DISRUPTION OF SERVICE TO EXISTING BU DING. ROOF DRAIN W OPENI NV m�11 t MIN THICKNESS � � � X , _ '1I v -� ,1 I " jI I I� i,. /' 14 „ S-•' 5 �I II Y GRATE & 90 BEND RIM 989.20 11� sN �, � MN9 x a ,1 ,; EX 6 PVC PLUG . 1 5.0, I s a ' �, INV. 983.20-ESTIMATE INV 986.00 I ' , -e '_ z . 26 LF-4' PVC SCH410-10'-6" CL52 CUT 8% 6" WYE INTO EXISTING 8" ® 6.62% t>" _ N ^ s /�% / %f DIP & 6" PIV Yo42 L�.. ,. , :r;LL f �L-L�11G_ j� .1G < i SANITARY SEWER &CONNECT. I f r ;STA 1+00, INV 981.50 6"x 6" TEE v�SDR - _ - - ;5 t o � CONTRACTOR TO VERIFY EXISTING , s y, s a ,. , s - - - J L . - = 3 'EX. STMH .LOCATION & LEVATION, ;s : '' ,' � " �. Y. b � ' �" 4 ; , .li s � 5 5. , s...; ,.� x .� ,,.�✓r,• Hwy it+III RE 983.36 N Ik =� ,. , 't,s T'a�v`Ts c,'' - s �' r s s .`�, L INV 972.78 W) � ( s s - ..� ss' ,`•--, , '{,.i I r ... ° Il.s Ik�rc}y*3a .. w ",F,,, Sys.}�i Y' I,_ ;s F"� � -� , ,, A�. ,I 968.7 ( ) 4 g•-. '.� f- II I II v INV 8SN I CONNECT TO EXISTING 6' DIPAlm, l' WITH 6-11 BEND. ADJUST p �(� 6"-22 1 2 ' GATE VALVE BOX TO PROPOSED �6 �vR BEND a GRADE. CONTRACTOR TO VERIFY `a"'9V5t,.r- 1 EXISTING 0 ATION & ELEVATION. hM „ " v �, �r -.I I ♦. A� rr INSTALL 6xi>� n S I & SALVAG 1 x<%" ,.. >" ,4.H •. I c,.-I -. \ r>.t., � E..F,.,:rm..3,,cv•-,xi., , - .,:;,r , ,, ..:..e<,., ,,: , 4,�.; _- r II II , ; <.e, HYDRANT 1 ..� ' .� < �,., .. i. ":aif 9 ._t �i= . :,.... ".,•,5„ r.„ .� ; ,..�" =5 , ECBMH GND ELEV1 9811RE 7 INV 976.19(SW) k.,. - v 967.09( LE FEET I , I ma . r ,� H 1 ,- -' � , „ 254% a > � INV NWE ) , , F,�l -24 RCP ..,,>, Fv _mote n. SCALE N ET STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING STMH 101 6.50, 48" DIA. R-1642 STMH 102 6.37' 48" DIA. R-1642 CBMH 103 3.85' 48" DIA. R-4342 STMH 104 5.21' 48" DIA. R-1642 CB 105 2,50' 27" DIA. R-4342 CBMH 106 6.06' 1 48" DIA. R-3067V V � M O Lo Lo w d- Z ■� N o \ J Z CD co cN U) � m N rn ., w w O X Z C.5 k Zcn W CD,\ � cp cn o ,) w U m Cc Q CD OLo N 2 E ^ ° c ° U z lz a . o O N o a�ooa, o ° c t 5 0 � 0.0 N ''/, K ° E N N N "� C T> U o o u Y v a c ° z 1a1--a� Ln n LLn F� '-' o a �' Li �w �� Oz z E-I a z hLLI NAB W`u to "Lozw E� az o0 �U �0 z oz w Ao ws DRAWN CJK DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT CAD FILE 22502-10U PROJECT NO. 22502-10 3.1 \L,\��l \LT_j IV I \ 45 1 .4I I ~ T I "-) L_ I L_\�/ ^i l� l un fO TRASH RAD ENCLOSURE 23.4' 00 L 36.7' 4. N...y'4 KENNEL y <, < 54 5 '�' y n 5 if1 y v 4 5.8' 8.0' 4.0 -94 3's 10.0 5 5" ' CONSTRUCT CONCRETE PEDESTRIAN RAMP —TYPE 2 010 Q a . 3.0' 5.3, KENNEL/DOG ,. DAYCARE/VET # 4.0' ❑ CLINIC '' O c (81410 J 1- > 06 4' GATE 5.3, 5.3, ;In \ y n \ a � n 1 3.0' ri o 4 nr h �r y GARAGE 8. 10.0, 1 y. .40 SITE DATA EXISTING/PROPOSED ZONING PUD SITE AREA 3.08 AC, 134,050 S.F. ~ EXISTING BUILDING COVERAGE KENNEL BUILDING 12.5% 16,711 S.F. TOTAL OVERALL BUILDING COVERAGE 210,30) VET. CLINIC &°KENNEL BUILDING 18.7% 25,121 S.F. EXISTING PARKING COVERAGE 13.0% 17,388 S.F. TOTAL OVERALL PARKING COVERAGE 20.3% 27,235 S.F. g EXISTING IMPERVIOUS 29.3% 39,243 S.F. TOTAL OVERALL IMPERVIOUS 46.2% 61,890 S.F. PARKING DATA 61 \ PARKING STALL RATIOS:gv OFFICE (1 STALL PER 200 SF)j� VET. CLINIC (1 STALL PER 150 SF) i KENNEL (1 STALL PER 1,000 SF - FIRST 10,000 SF) < (1 STALL PER 2,000 SF - REMAINDER) M o � z rn °° N ul � ■ W Z o U' k z N � W o \CITcD co W U cc 3 <z z 04 a L - PARKING STALL CALCULATIONS: i OFFICE : 711 SF(EXISTING) + 150 SF(PROPOSED) = 4 STALLS VET. CLINIC : 4,050 SF(PROPOSED) = 27 STALLS KENNEL : 16,000 SF(EXISTING) + 4,210 SF(PROPOSED) = 15 STALLS fv L I J REQUIRED PARKING STALLS: — 7 TOTAL PARKING STALLS REQUIRED 46 STALLS L — HANDICAP PARKING STALLS REQUIRED 2 STALLS REGULAR PARKING STALLS REQUIRED 44 STALLS D PROVIDED PARKING STALLS: / l J _ \ ~ / y TOTAL PARKING STALLS PROVIDED 46 STALLS CC HANDICAP PARKING STALLS PROVIDED 3 STALLS REGULAR PARKING STALLS PROVIDED 43 STALLS rY~�> _ J x PARKING LOT ISLAND CALCULATION: 1-10' WIDE ISLAND PER 6000 SF OF IMPERVIOUS PARKING SURFACE 27,235 SF = 5 ISLANDS I LIJ ~ �!— N ~C� Yli 'Z < ~ I I ~ SCALE IN FEET 0 20 40 60 1 inch = 20 feet BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD, ELEV. 996.62 NOTES 1, ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.5' X 9' 3. ALL HANDICAPPED PARKING STALLS ARE 18.5' X 9' 4. B612 CONCRETE CURB & GUTTER (TYP.) E N wUQY o Yo-pv-p w 0 po O 0E.^wCf �Oo aNNo wi Mwl� rl � Lo Lo I-1 od a z 0- 4 U a a H0 w OZ Z 0 0z 5 z Amy X'W f�Na oLZW �<z w �o �w�oz q A0 wo a �D r� r Vl I 00lPERJW TIEFA CEaIXpl16 ORaIETN TPIPJ ceapFae Ol Rlaf co aeftvA1 PUNn VII ( I I I 1 .� ,• ;' .., � o/ I i (1 1 1 I l 1 1! I I / llll I I I I / l l0)ii;l ��°/!jIII!I l > l i > 1 _' � l� C � i i I I I - PIT i EX. TREES TO REM4 I I I f f _�.... - ALL _ o \ r / `' ,• � 1 � � •EX'�LANASCAPING�' �- I ti v.VIL tea- I ' r / - _T __T SEERETNOTESFA R-TYP CI INISH� r L y[ 6' BLACK -VINYL CHAIN -LINK FENCE ATOP" ' -,936 r ' / I' 1A NC IIVCNG ,WALL, 1 li„ TO MATCH EXISTING. SEE NOTES. _Co S A-- S EX. NDS NG i i1 I r , RFSOD .O`"�'J��., a: ✓ ��vA .� s' CE aR � � `a 1 FENCE '' _ 1 0. i G ALN 5 CON i,, K; MATCH,EXISIING, �\ 4 18" ROCK MAINT. TRIP ' i - r ill \ A v I Ir ' 1 ! oo 1 TURF 'SOD r➢>'I 1 f �a e✓r +i ,. r I ll �- EXISTING BUILDING PARKING LOT / / �',� 01 ,.'t I �r � r �` �,. /. / r _. /�� `/ I PER CINL PLAN l ,,. • ,r' tp` :y t .' '� / / I \ t LEX, DOGi .'�I g+ POOL x p /' r8 is i I a I - s .•d ll I i A 1 I I ) + s I Q 1 I } Nf n L I r N �f1 I .. nr ' • r N N // I EX. SYNTHETIC TURF MAT. r x I xk CUTD3ADIA�HOLOE NE FOR NEW E EX. LANDSCAPING r 2 TREES. ADD ROCK MULCH AND ~� ROCK MULCH FROM H IRRIGATION BELOW MULCH. BACK OF CURB To FACE OF RET. WALL (4) RELOCATED EVERGREEN c _R TREES. SEE NOTES, T 11 EX SIDEWALK TO REMAIN, TYP. PARKING p L PER. CMG L / DL FOUNDATION SHRUB. TYP. K 7 V OLYEDGE GOP(T. I' V °�- - I � � I.. ,,• yr s -- � � � --- � !; t a I il: 6 °j ¢ r s i f J E�} S ?O REMAIN I� 31 TUR S�EOJSOD LINE 4 _ 1 3 o B „� D'..y T4�\ \ .I �t�-j ICI, _ ,111 y'i:' I;l I� i° ~ •� d TURF SOD TO PROP. LINE RELOCATE 2 EXISTING SIDEWALKPERPER CINL PLAN _ �`" I NUMBERED LOCATIONS SHOWN C ROCK MULCH IN + / ` ''Y � T D , 4" EVERGRE TREES PLAN BEDS, I� (5 EXISTING -- --� NUMBEERAED iOCATIO s°xN ---- / - F � �-\M ..,� � o � � � � � y �;,: IsnNG ;+� 1 � �� - - ° - �- -�� / o Ex _ 0 NRFS4ID G,L i -., % ` %'.: .DRIVEWAY,I OHP-erg--BHt OH� - OHP. ..a._ -FT__..-_ _ OHP - HP (�H r� H 9To _ awIDSNG( � �SNCK� �• a STOIX�T MuACNINE=I�R�AEN9PLNIT r cm PI A:\' " f,AS F05 I141I_J VLANPN6 WOA_ITIT u¢vwu VINE PLANTING DETAIL PIAMINO aTNL Pql alE� a.OF81 am:Aww.�' FAU 1'EY IYiWP ttliPm� P"I 1+��1 im�9 ® u Al" r�LCi Na,N 3'. ® � '1' 31, PIANIINO=ML"W=M0WIH= 0PI"PIAHIINDMMZE6E01NIdl A NEY Ea1EYW � 9ELM/DP 3(WER 0 �b�Ry 8puq w"erta ION _ ORom"crvwfum ® e AaEPEAva Purr rroac agar I NO MN4E carte raucz ur.D.A.PUNrxAlmrPaezaeaw NWNSTNL THE MAINAGE INSTALL CRANULAR PILTE11 ben nNe"ra: 10 ,ar PtNm`":"`Wau ttlwnwoml"'u 1 ICIp. MSTNLPNNFREPoI N YEnNN'"LPEecer e �� M�� bYTM1YY , A ILVIMaffrl.Y tl"i,q: ALTEn WEPUNaNODEEAILOPORPOORLYaa1NFD EI ET FAEwPurEleNroerAu nI ,rAl.ntir.a9[Lrza 9' PY �'PAAA �NXB) TM f. � �Y W"L...I &.1mmrWafX11101 -��wL� sTM i� o x[a uLrwum r/C wr.. VE 91PK MF �H'�NJp WdwR o� "� �r A . Landscape Notes: 1. Tree saucer mulch for trees outside plant beds, shall be four inches (N) depth natural single -shred hardwood bark 2. Refer to civil plan sheets for grading & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown unless built conditions vary from plan. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and property handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as spedfied. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiences to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Fencing: a. Atop Retaining Walls: 6' Black Vinyl Chain Link, to match existing on -site from Phase I. b. Surrouding Dog Yard & Street / Sideyards: 6 Cedar Privacy, with lattice top2% to match existing on -site from Phase I. 13. Contractor is responsible for ongoing maintenance of all newly installed material until ti me of owner acceptance. Any ads of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disesse/pest control. 14. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 15. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the dry based on applicant information, public input, council decisions, etc. The landscape contractor is responsible for utility location verification. 16. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process and coordinating their work scope with the general contractor. 17. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 18. The landscape contractor shall furnish an Irrigation Layout Plan for head -to -head coverage of all turf and shrubplanting areas. Use com mercial -grade irrigation equipment and provide product cut -sheets and (4) copies of the proposed layout Man to the landscape architect for review an d approval. Coordinate irrigation PP connection point, controller, backfiow and valving locations with the architect & general contractor. Irrigation is not required within the native seeding areas. Connect to Phase I irrigation system and ensure no gaps in water coverage. 19. Trees shown for relocation shall be moved by a mechanical tree spade and are to be fertilized and mulched with a 3' saucer of single -shred hardwood mulch upon relocation. Insure spaded trees receive water for the first 2 weeks of transplant. 20. Native Seed Area Mix: ®MnDOT #350 Urban Prairie Rate: 40 lbs. per acre Application: Drill into compacted seed bed and anchor with MnDOT Type 1 mulch at 2 tons/acre 21. All proposed shrub beds shall receive 4" depth of 1" dia. washed river stone mulch, to match existing at main building. Place over non -woven weed mat Planting Palette: TREES: Qty. Key Scientific Name Common Name Size Root Notes 2 A Aces x freeman 7efferred' Autumn Blaze Maple 2.5" Cal, B&B Specimen 3 B Quemus bicolor Swamp White Oak 2.5' Cal. B&B Spring Dug 3 C Malus x 'Prairie Rose Prairie Rose Crabapple 1.5" Cal. B&B Specimen 5 D Amelanchier X grandiflora'Autumn Brilliance Autumn Brilliance Serviceberry 6' Hgt. B&B 3-Cone Clump 2 _ E Picea glauca densata Black Hills Spence 6' Hgt. B&B Full Form Ire 1: Qty. Key Scientific Name Common Name Size Root Notes 3 G Taxw x media'Tauntonif Taunton Spreading Yew #2 POT Healthy/Full 42 H Juniperus sabina Sevin Juniper #3 POT Healthy/Full 11 I Aroma melanocarpa %4orton' Iroquois Beauty Chokeberry #5 POT Healthy/Full 10 J Cornus stolonifera'FarmW Arctic Fire Dogwood #5 POT Healthy/Full 29 K Spiraea japonica Neon Flash' Neon Flash Spirea #2 POT Health 11 52 L Calamagrostis x acutiflora'Karl Foester' Karl Foerster Feather Reed Grass #2 POT Healthy/Full &T � `Vt X^.a, W S [,af4 W W. n9i Or'ul� LYw,'NFN�pi!H.4 RODENT PRO1EC110N DETAIL (CPTICN 1)� W NA .: mrwos taEs �-1 �'•Yn, �r 1 I � PurNINc "uoi111P'-."L RODENT PROTECTION DETAIL (OPTION 2) uR"W wni19fm a� w°eu. Rwom viK� � s � uw �au"r a i,a, " carc. YRy & I�PA+[0 9fpt{m P yu • 6MYl WLLµWWI to !nMA[O fWu [Yd RHP SuwYWgqd��fSNru[r WIM /B PMJW.� yNPOLID"�11p uP,�FS N trotµ IRT9 rY `9-[.Sf C IWC 1WMC'�R y/ SEEDLING TREE SHELTER DETAIL .TFWrp RA pE.W. / a mn vu lw u�i srHNANO WE LMCE YACNINE 1RpN$RAHi 11EF anwrs TLX'ir Tatra 6MxR ISt►R """""` "�"' ENGINEERING RA1G mif "`""� 'a"�'" ENGINEERING P1L'E' gltQ `"E ""MO 1e'"'w' ENGINEERING 5311 PLANTING DETAIL DEPARTMENT 5309 PLANTING DETAIL l8� DEPARTMENT 5310 PLANTING DETAIL g� aAplo�oxmµn DEPARTMENT Landscape Requirements: City required landscape materials are calculated as follows: Total Project Budget: $2.5M = $40,000 Req. Landscaping N 1,300 SF Retaining Wall: $20,1000 Est. Cost 1, 325 LF Fencing: $10,1000 Est. Cost Plant Materials: $10,1000 Est. Cost SCALE IN FEET 0 30 60 1 inch = 30 feet 0 T S �a ' � d Z 4 N C O a y m = T L 0 ++^^11 ham• a u c - c w 2. N 6 V O o .'_2u c _ oaf- a 01 d Min W 14- M a z W I ' Q z � a z �o tl- ICI z V) A`��w o wQ Z O Q'= a coo U ��D/ V1 (, OZ Z A� 0 ICI w /y w� IaF fD M DRAWN BY BH DATE 5/4/12 REVISIONS 7 18 UPDATED SITE PLAN CAD FILE 22502-10L PROJECT NO. 22502-10 5.1 G N RAL GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS, 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-252-1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. CONTRACTOR TO DISPOSE OF THE GRADING 5. IT IS THE RESPONSIBILITY OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER, THE SOILS ENGINEER SO 6. THE GRADING CON TRACTOR SHALL SCHEDULE F ALL CONTROLLED ELLS CA N BE FURNISHED TO THAT CERTIFICATION 0 RING AND UPON COMPLET ION OF THE PROJECT. THE OWNER DU 7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET H CONTRACTOR T TRAVEL WAYS OR PA RKING LOT SUBGRADE THE CO OF STREET, POINT SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1't. B. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.3'3. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79C "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED EXCEED 10 BELOW WALL FOUNDATION WHERE FILL THICKNESSES BE ATTAINED HIGHER MINIMUM OF 987 SHALL ELEVATIONS A G 10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS/PARKING LOTS AND 0.3' FOR LANDSCAPED/OPEN AREAS. SPECIFIC GRADING NOTES: AN CONTOUR ELEVATIONS ON THE PLANS I TING TOPOGRAPHY D i. THE EXISTING 7 8&10 5 09. INC.N OR ABOUT 03 1 0 WERE PROVIDED BY JAMES R. HILL, C / / / / THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL. GENERAL UTILITY CONSTRUCTION NOTES 1. SPECIFICATIONS; THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITIES OF CHANHASSEN & CHASKA MINNESOTA. 2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS. INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION, THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITIES, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE SHALL THE CONTRACTOR'S OPERATION IR E C THAT MAY BE REQUIRED BECAUSE OF T 0 BE PROVIDED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR RESPONSIBILITIES• ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY I WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK, CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER, IIT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 2160, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511), 4. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET/PARKING LOT CROSS SECTION AND THE BUILDING PAD AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION, WITHIN THE UPPER 3 FEET OF STREET/PARKING LOT SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100 % OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET/PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95 % OF STANDARD PROCTOR DENSITY BE PROVIDED, THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF 30.3' IN OPEN SPACE AREAS AND i 0.1' WITHIN STREET/PARKING LOT AREAS, THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH 2 UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS, 1 THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. 1) N V X) R D NNFRREEF1 C4SHUUEG BE LAPER _1CLUB I MANE All FOUAI. Ti, an WX211 EAN Wa S DIMBLLSICN Al Pt AC Bri WASLNCEASP)DRUE .MI MIEN kHINCLA1rT11 &ID DI�MNNCFR SEE 2212°PF}i� ° BEN'D m•81310 ARE BI or BE D1 B3 - ' I B" 1'-1 1 Y 1IF 2 f" i`-8' e 5 1'S 2 1 "1., e@ Ron I", S A 'TM A Sir Ent "i B rT I" 9 10 NET B P z a.B 2! a.e s-a 6S, Be W. WrK MI@Op6 <% IIOEPoLVE{MIENEM1NNPA4"OIdDN wATEFpAMN. b P,LBEHISMIL, YNrE &4µy 8EPEBEGIN. w TH eaH a+3xvd5AYFOMa`.2.ILtANOYxPISf ®t1IX N6 A. k+e}AIpL. D=4s°MN qq A e� A A NAu9w IEB4Ds. HAv Brial O Mlry vABmii v NIM f[IN INETE5M14L NE N SNTA NAEJEH ThIt NGa4YTct A, GAS Q n6 A BEDOwo MUREEl d uLRlsurla.D5wra Us4wETE SECTIfXJ hA MAN 221!E"dFNC6 ISdNCT TE THRUST BLOfM"a AFWILmas #BGnestroo CHASM, MINNEsarA Fu1R Na _- All eubPowG �..._ ... I.I,' a1s. I AR r B-W1 B &1 V SEE r,E Al 211 ;� 1 IJ Oi -/ FE ASi E-1E +Al, rqK .EI PTAR OlL P '-III," ovn A Wm :u I'd el z'.. BIT DI R Fi_AL 0i IUi )HALL EfNAI"R 6 i- N 3CI 1H H£ L1UOW A ` F AUiSG) r-I VARIES r WER 1 11111 TE f L ..°NT(LPL11 'Czs AwRU e'uT`_ •An nu BIT c 0,1 FIE A N (2-2 "AVJ1 11N 5 AMO ! Me 9') AD1 FINE i 1TIHf=`E FIT e1nG O.e) mTH „E n 11 FBI, i, 11IT H `1IFETE E OEATAI: 2109 / 1" ' IolT EY ER EMCEE !/�E An, JETA' J1111_ ICY IYF! G11a U_ HCUUEU'WITII TC' 1" 1 Hot :A T c. TEE .. ] nrvG �, LL G ! Hot Teo z HCO`_ L NC RI :F 1L BE WEDUIc xr 14 •)CANT WAMIY'xfIJHkD IAL LAOTC INC OR ItIlNa 0 C W JIL RUKC 3. AyyLL',, .AJU= aY_-.. rN,AOpE I EW RM105 FFOB1 Ci'anxG TC CONE my of MANHOLE CASTING AND 11 ADJUSTING DETAIL fewhaddel ENGINEERING DEPARTMENT P4h NO: 21110 TUN Rl 10" FEE ,;8• �� air leL , El Y NI 0 11 _Eri , nuo roll 1t NT-TN c IY T. rap,, ,.TUN I a," _ soh xln,+ A L MIN TYPICAL CURB E4mBELRYB1NLrPl�QY R M AND GUTTER R6NIBOe @-ro NS 'R C ENGINEERING DEPARTMENT Pua xa1 5i203 PROPOSED BUILDING SITE 'Eft VOCH FUR P11HIBUN'LFAPPA'D PIIF ]OINI'6 IFINDERiUJV@Y sHPli. BIN SFIGUNEDWIIHTIE' I-005 E2FOR HYDRAS MND NEU%YCUATED MEGILLES. re, Ovel. HYDRANT SHALL BE WATEROUE PAGER eir I50IU L6 TRAPIRE NdweAF SECTION, ANDE NE. CER ED RUNS'. HYDRAS E SHP I NE HIR B ° BURY, WATEINAR` SIWL1AVC76 Utomm PROYIIrEA VETTED (,AP ON OM1ES NY N0221F. W0.F @LUE �ITiRfOH➢tED EORA4 MEORAMCALFIT ¶NGSA�LP rvE OgAYMG REE.WgEOON ALLKBOD"ANO. TIE AQPASSFN@L{E9r. "VALW VOX INSTALLAMN BEE DETAL PLATE NOPAT1. RESTRAIN IrY0R4NTVAaS NUIEe A SHAD E M GPLUG'FRllET 0.E51R41NY [It LgIIu1 -- PROVICEPOLYWRAf AROUND"µ ERECRNWA461MAIETED ANDU PNpUP Thp INNI RAIREL 3` 61ARELTOTHE•BPBrNOFF RAENEST TO THE.1 NGE 6"LfflO BE9UFNTMEpGe VN.YF q]NYOPNINGTO AMA c-BP] W RAKKPOS. ii 5 M GS EGMN VALVE AND HYDRAN !/iTNMANN. rwRV rAW *BanestraaT INSTALLATION 1Ef1D CHASKA, MINNESOTA WAT2 Use MNDOT 3149.2A- Granular Barrow -A VAR' 5 Low t 3rAB.y Foreirs. Tl1 FIt XNA - (Alp F daflon aequl xd) rrb bauam�I r m yc an "n nlbe IeLik 6pR 0 " PisrBe d am Ist l Pipe Do o C 6 Ml,. d gmelar .1 Be, brae NOTES 1. Man xii sal conditions are t Ecrepable for n aSFll undE.r com,suflon o the pipe Wors, ipe baddlny one hmkfll ebdl be Ueed WE shown a.- 2. A Palo c,rnewr Will be rea red to doorinfre line depth Of trio pipe toaodi worroadment material -1 needed, Prpos foundation material shall be acwrdalre with MNDOT 3149-2N caiihow fitter °9gregate Ilyff I PIPE BEDDING IN POOR SOILS eEnsEU:1-1B PUDE NO ENGINEERING DEPARTMENT 2201 111E xwe¢yNaAmE¢V%m Her G E ENnans�an darrt Ai e r \ Too', 16A aE-Y� / to - ` 6t1Car�t31"Ito a{wn �Be Rater of E" -',C, SFCT1 N A -A to ,OE W 1 t GP, m Asir' Mlla QIIOF STREET INTERSECTION MUM CONCRETE VALLEY GUTTER RE"sEG. I. ENGINEERING DEPARTMENT P1"R 5206 DIE WMLG ENd\BPEOSAE1Cp VARIES TOPSOIL -FINISHED GRADING GRADE �_STRUCTURAL� BACKFILL _ UNSUITABLE MATERIAL MATERIAL -NON-STRUCTURAL BACKFILL SUITABLE AlTERIL , BOTTOM OF UNSUIITABLE MATERIAL (TO BE VERIFIED MY SOILS ENGINEER PRIOR TO PLACEMi OF STRUCTURAL MATERIAL.) B/C in � STRUCTURAl BACKFILL a PL Do AWREARl W AB TA ROVE fNOE Ig3F9 WOE (PAINIID 9WE1 CURB STOP AND FOR IADIIST TO BELOW FTN611 (iMF) WATFRSERVICE I no 1 COPPORATIONSTOP nPF. I•x•. WPPEp I' a 5° CUiCPFrE PWIXEUF4M,F £ or • LAD,_ gDD6 CE CPoMFfU 6N0, WgiE0. MNN No EU0.4RVRE5lARGkR THAN I' A TAMING S Ur IS RFGITrt RCIXWku YPE 22D TVl1 URGE1, ON. I TAP TIIREA°ED FOR APM�RIATE SIZECOPPER CMPoRATION REV, (O4 EQWL1 COwaR nONST OIRBSrDP CURB RON GP NFLUR5D @-25WMIELLER @-35EGIFULER H-10300 2 Y-Cd FOW)RZ2149WAU1.a-2S1wp.REN1IR AV NCa"AID IB1b AY.MLDOWIUJSOIL A.Y.MM515 O1rial NpTEA tCURB BUX EHALL HAVE ASTATIONMYRCD Z ALLBIPESH DEABEEDLUIN78"To90'. 3 AI'"N 71"NiNE SUA IN GPAER ANNA PR°V! OLEAGI1 YOULBTHE BE TNFEFTWHE0. QMREE Fll TCR PTYBFfFTE 1]1992N)Oy1LL 0f REQRRB 4 PSTING STOP EARNEDN INATY CON Its. KELNr1NSTNIA FORD Al fOEMB MLDI"ALL it wgteP OARE7 s OEM BOX uo soon BE llleuLNxs�nsUR E¢IIu - PTeremR:: N N nzWa COAT€R SERVICE CO NECTIO PPR ,}�, BonestraG �f CHASKA M[NMESOTA Per RN, sER-z 92A-p&NYC 12" 1 Embedm aR � e'e'§d+ Materti C, 4 e 4 To 'on a Senators utside d1 t t "I HOLES O W-., III h Allion I. eetermi 1N ..All OT tN 1". t a no" MO l t Thai l f Needed Pa. b d t m tint 1 NNII he n Lroadonae with MN OT 3149:2H NEW, a t, D 99 a 3rain 11 led o0 H bormw tiro IDOR 2. PVC beddln snail h ROBOT2 se 9 q puss nq a 3/4" xleve, End less roan IDR passlvg a N0. 200 ,ievg CIrI I PIPE BEDDING Il FOR P.V.C. PIPE "enoth.z-". ENGINEERING DEPARTMENT MtiE..1 9903 r. o No, Iworl p le f I1.. C;EIP r- 1 _ 1 IA COVE E4 RC on y� no RN r^e= e1r.R B7e oo°.° y J �Fp bD L, 'LAt. YIE'N CrDhGONfiL RhS"P 'WANT n^ T'rv/N uc EGb P c1�G �I v SFf 1 N A -A a YPTIC AN SIDONS UO ACiEfiSlpC l yi ...1F j .k nELEV".YIDS. „F 3AMP 1.2 H PEREFFRIED al ELL0WORAL WHITE 1 RL Mn ITN Fm m ntrA6vN 'SrI t GLJJaW NPE P.TALLr =o ME 4 I t I '. Tr T IS ME if IROU 1lFT M Tx rL r Tm aME 9Ea FM E G �0 ) FVM_' W AM - Nf 2 N N ch 9 E F LL mDm j s Yn 1 aF RUCNi R MF mW 9 d ev n x m l Eu E M GONIR45 N x MR ME rkM 4 BNMI Z ME ., I- G r H L to r ILA 14H 1 p i ' A WE M not N TP �'fA f MF t N RN ¢ ,r m1 Al 1rFh 18 " Po1F P l N A Y P L MCP. REFA7 ARNITIIM EFRIENEREER N^RF 4 •Tor w 1 F`i "Irill, a C eE y ENx U Tool ,I, t1.rlp "a9"" ThA 14Em -I, FLUID,J of S111111LS FortBERCTABLE W. Ys EMS. In10P PEDESTRIAN ( CURB RAMP BkNsm k-Ip ENGINEERING DEPARTMENT Now 5215 AUF` PI£ N4AE'G: B 9`EGS W18 -. - O O N HER NPC@I W SEATS REQUIRED MR All MKNANIEA11117 TUGS M.MIMIVEi °iVtERup COATI WLIB®ON ALLn@LT$gryB FE MDEIIER N6686d n0,,tll, RODINNO'l Ls 8168V3TE.IXfIp NO.BEEW • PNUVIUL PART 1 ARUUNUAL_V/orUPMgW .7 5- MINIMUM LONER iL(NRED OS TOP OF VMTER NAP ..A TELL AVD VALVC.111 EPO%Y WAn:UME69LVG (O0.fQrML) cpROE THRUST RESTPNNTS >,INVUSEi I{N TptIP BEIAYI TOP aRAC£ EMT3HSETro BE N0. 69E0 11 MHIVIDEI2'drepou"BJ[ REELLER ND.H FIT 16: tilb`ex+.TErrnPY. NO:'Ei02 Fi• •TYIER NO.�WAMEIIERNO. H DEBT BEBBXBTE M BWE GATE VALVE Wal SCREW"Th IPVg° S for 5HAY1. SOT G BOY, ns" BIITERHOUNN TRENDED, d6RCINDBASE ,_EA Na 58 N' NO If IV .B. MRL'ERs WI@E VAEVI` Slf N0: 29' W '@WITHIN IFgST OF THE MUEEIER NO SB f4• EIIRFACE. NOW W" FROM LINE Or FROM THE TOP NUT BId STROX dY 111PE 511REA[S OT Tlx VA IT THAN OF ERFATTER THAN W F Y@528 Y8521 NO 11 M N)5234BSE3 NO, 53 11 GATE VALVE. ADAPTER': Von 0. SYLELNEi TH R, b£ A. NU, W 2d who wgnno- uz'�wve6c PIATTDH E�GxEE IN.RAyED n 1ER .EB6a 6 • No S DIANDEN TxEraiFunlYf nnD CAI€ MUE4fR BD. N Z6161 6E KVEPW% R BIeBY.STEiROIX NO.16516 W' 3' . AMWEBGEVAtY[ CONE NNFOMIWGTO.ALtiWA CiW38D5FANWIDS E'6E MECALWS NEG9W6 .,._ e^canc. @LOOK GATE VALVE AND 801( GA F*Bcnesloo INSTALLATION A PRR illDl CHAHKA MINNESOTA aY,rEBb ' COAT-1 DE9R-dLVIVA On p 'I d N Fm Mi C Fated [0 95R f k, 5l ndard Procter Denwty _. -1 r- .. C e¢ - I I _I � I I NO 1. Menthe to B 1 Pipe a t <pt W T bRhJ a and/or pmpoctlm I fh Pipe Zane plp< bedalny and bdcN@p hW b .ed as shown an detail plvlN 2211. 2. A so T9 en9 . II b aq 1 tl lemrl thea ptM1 I t1:e pqe tawd tl bed ant material M narstred. Pipe foondonon material anall be accore. LAM 11 3143 2H course filler aggregate. 3. The Soft No of me Ten N be moped toFY the FACE Darrel far at brief e0x of the ONeds DelEter. AMI�Ap BE DDING EDDING �C�TRWWpEL� IN E BE SOILS 4®IIIG RCP & DIP Ncxsw:+-+G ENGINEERING DEPARTMENT PLAR xa. 2202 F{E WANEC PE15 2 VARIES (SEE PLANS) 2� %MAX L 6" CONCRETE 4" CLASS 5 BASE CONCRETE SECTION 12"xl8"xi/'8" ALUMINUM SIGN WITH WHITE LETTERS ON BLUE BACKGROUND REFLECTIVE (R7-8m) 5 SIDED POST OR 1 1/2 CIA. GALVANIZED POST. DRIVE 5 SIDED POST INTO GROUND OR SET PIPE POST IN CONIC. BASE HANDICAPPED PARKING SIGN DETAIL PULF 11 eR PeR. BitrIL LE4THAN ]. LE BE MPROVID 6YCWNER DE4LN °P EgSILNG G°ADE R RMMUN 4'.5 H$ -. q ItoNfrolim IIIGN DEENSIFTE Po LETUFLYETHELEYE (CLDSEp SANDIA1 INSprAT10N Gil REGIDINSUUTEON YARGEE NOF Ez PRIE BHALL BE CENTERED . UNDER Bf5LIFTION IMLF550TI99(N14 PMRD. Weeggyrsonif-A WIDTHOPINSuranteCBNSD-B 11' 9' 9' .. s s FLAT 6• a UNTRML44 [ S CATION NNu:x zm: N U pkTAn BaneslrGG fHA6KA MINNESOTA GEN+H _ 24'136 slab opening for Neenah R3O67-hf or equal i SOIL,, I, Grote .Fawn % z. BE 6.oten soon Be a.m at an How l points. �Nani R.W57 V c.Ii and - grate or Ngaal. F N Mmimm wxim uof 2 Bum or ii jVi E. Ca"G. Geller - Greta ad irdneat rin . off, lull / { / be a. Of Inner. N@er; odM t 9 ' g 6 pram t ronforTod to elah. Trip oT b t order mrp 'In, Not It I EE.d, R.A ;Ver a9 .1 All puts 1 hW t L .2 Wrho 0 nogTubberg..let. 4-0 7, Preeael Gonorvute .awed ILI NOTES: 5.. L. WohnLeds ei b. 'Erain, on a IN the SJEddg end o- 2 No mock t t e P.Wee M rate arBirs, theiri R19814 of erlu°6 iF .. Avoorem, step¢ pprovea B dnlmum slop hhhol 1. Tar 14' eeplh. Increase thlIRTefor - r ' e.GM1 4• 1 death 9 witthaa n 14, pq leinlorca In GabW 10/10 m¢sb, Efort bM om of mnnnole to 2 5EQTIQN, 111. Pe dO'LL lai 20 rrd l: gro er offer TYPICAL 4• DIAMETER CATCH BASIN MANHOLE w' R 10 ENGINEERING DEPARTMENT RUBE RAI 3102 Ptn'11 � orison. TYPICAL WATER MAIN INSTALLATION BGneslroa R qg RNa HASKA MINNESOTA C ' I/^�I WI AT-7 I CATCHBAGN (27" NQ DESIGN SPECIAL 2 Off OF I TYPICAL 27" DIAMETER CATCH BASIN RENYRR-1a MATE Re MIS NW@:a: IG�§PEps�Nlro ENGINEERING DEPARTMENT 3103 1.5"-2360 BITUMINOUS WEARING COURSE (LVWE450308) 2357 TACK COAT 2"-2360 BITUMINOUS BASE COURSE (LVNW35030B) 6" CLASS 5 BASE APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION R7-8m 12" x 18" HANDICAPPED PARKING SIGN CL PL VNIG9£ 10 YRRV$E fPA1M 'NOGI ARK6L J_ DA££li) _ � Ir � s ' L[ "i STERCE "llL 1'PVC ORSFIIFDULE40 Mr$ANGARY SENOR fMTE spore 1.5EWE0. SEPVICB54'EDR Zfi OR 561EDUIE9°,ti'L SEGURNNI 2.CWK 1(9 PERPROTMINIMir 9. PIPE3UNTS Si BE NON 6ASKEI Ed, YJIVENTALUE TYPE. 9, All PIPE SHALL BE REDDED IN GRANU:AR BORROW 3119 GO E%[OPT xE LAST TEN FEET WHEF't UIREP, ALTER MY'REGnie (3149>HI AGGRfG4TFNI[L BE REQU[REC.. S. BENOSOE K°OR EESS SIWLL tlE U�EO WtTNIN THE LAST 5 OGT1fdFNVICEIETHEDEPIHUE HESERVICE hei E%cEED IU. 6. NO Sidi NESERS ME THAN 3 FEET SHALL BE PERMITTED. - -.. WTRPKOR: PER SERVICE CONNECTION MARCH END Q BOnBStr00 - OHASKA MINNESOTA SERTb. SER-1 Joel nl W eV�6lHLAtypc otNep�GibJSN. be lranaiLionetl � WA, C.utmha F o . o Flats WE Grals. -3d6� V flq !' gam. ' S o 4- NET r r1 g sn a A M1 Y R 3 5 VU st'III Jc s or ox P. .. A" SGr n ble Concrete Cue ",I, Nobel BEER ay ISOMETRIC No cam 5 or Tm 5' MA, naneltio 9 caroal i poa19N gutter Ina g:aae 2 {(4-W" LONG RehaY. EaGfi w nY Frame & coetin 9 SECTION A -A No seala CURB CONSTRUCTION ( AT CATCH BASIN waA@m;i-fa PUTE w: ENGINEERING DEPARTMENT 310E SITE ACCESS TO HDCP RAMP SHALL MEET 1:20 SLOPE HDCP. CURB RAMP SHALL MEET 1:12 SLOPE DIMENSIONS SHOWN ARE BASED - -. ON A 6" CURB HGT., ADJUST AS REQ'0 lea61 RE a w 0 BEGIN DROP SLOPE UP SLOPE UP ENO DROP EU 3 2 CONC. WALK LANDING TO BE SAME ELEVATION AS ACCESIBLE AISLE PEDESTRIAN RAMP DETAIL -TYPE 2 HANDICAPPED PARKING SIGN BACK OF CURB TACE GF Cl .. '. LIP OF CUTTER 4 SOLID WHITE LINE 9.0, 9.0• 9.O• a TYPICAL PARKING SPACE STRIPING N - M LO LO w � rfl • N L� J J V) z DO cV If 1 1 Li `J z Z wl o V coW we"i o `I 6 N GO -4 LiU m Z cc Z W Q � Z CD M) CL N d E d o p - N aW E o w L 3 ED 0 Q Z 0 �` o a 0 2 m o s m G C a o EI ti U O� _ 0 E N 0 N N i C T c N 0� V U Y V lU T 0 E, N J d U O Lto N Be N TO 0+ O a - C C 0 W a v a I C u w C\ Ul Ul �I z V O E LLI Z Z LL n� PY c LLI 0zw rx z w F� W W a < = /w� I--1 0 yD �./ O s� Q U 00 z O � A O �O a V l DRAWN BY CJK DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT CAD FILE 22502-10D PROJECT NO. 22502-10 6.1 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: July 25, 2012 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: August 10, 2012 By: Robert Generous, AICP, Senior Planner 952-227-1131 or beenerousna.ci.chanhassen.mn.us Subject: Canine Club & Spa Expansion (Superdog In: Request for Site Plan Review for an 9,570 square -foot building expansion on property zoned Planned Unit Development (PUD) located at 2910 82nd Street (Lot 2, Block 1, Arboretum Business Park 3`d Addition). Applicant/Owner: Karen Jackson Planning Case: 2012-06 PID: 25-0760020 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on July 20, 2012. The 60-day review period ends September 18, 2012. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on August 21, 2012 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 10, 2012. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy/Minnegasco 13. Bill Monk, Chaska City Engineer LOCATION MAP Canine Club & Spa (Superdog II) Building Expansion 2910 82Id Street Planning Case 2012-06 in HINKLEY L I C H T I N G dr iqn • dW m.eiM • f"py Notes r 1 •- Light Type Al Exterior Decorative Wall Sconce I life AGLOW' 2570AR-ES Harbor Harbor has an updated nautical feel, with a style inspired by the clean, strong lines of a welcoming lighthouse. The cast aluminum and brass construction is accented by bold stripes against the seedy glass. Width: 7" Hinkley Lighting, Inc. 133000 Pin Oak Parkway I Avon Lake, OH 44012 1216.671.3300 1 216.671 4537 fax www.hinkleylighling.com I www.hinkleylandscapelighling.com I www.fredrickramord.cam www.facebook.cum/hinkleylighting I www.yoNube.=nnftnkleylighfinginc Height: 10.5" Weight: 5 lbs. Material: Brass And Aluminum Glass: Etched Amber Seedy Glass Bulb: One 13w CFL GU24 (included) Voltage: 120v TTO: 4.75' Extension: 7.75" Back Plate Height: 7" Back Plate Width: 4.5" Certification: c-UL-us Wet UPC: 640665257021 HINKLEY. LANDSCAPE L I G H T I N G R FREDRICK RAMOND CATALOG NO. I>•'1,514 FloodPak Series FPM ORDERING INFORMATION Catalog Number: Example: FPM175PMAL-8 Light Type B Utility Wall Lights sfooe ' JOB NAME Superdog II FPM 150 PMA L SERIES LAMP BOUNCE DPTIONS FPM- LX-High Pressure AMC -Automatic Flood Pak Sodium standby auxiliary Medium WATTAGE LAMP light. Lamp VOLTAGE HFL-Compact included.' 57.57W Fluorescent L-Lamp 1.120V 70-70W PMA-Pulse Start furnished 5-480V 150-15OW Metal Halide 8-120V, 175-175W (HX-HPF) 208V 240V, 277V HID units supplied with clear medium base lamp. 'AMC not available on 175W fixtures. ACCESSORIES FPSKNUCKLE - 12' Adjustable Knuckle. FPSARM - Shoebox Arm. Converts FloodPak to pole -mount (minimum 4' square pole). FP2 - Single hole round cover for use with standard 4' round surface boxes. FP4A - Single hole FS style cover cover for use on standard single gang FS boxes. TECHNICAL INFORMATION � UL Wet Location Listed. FP4B - Three hole FS style cover cover for use on standard single gang FS boxes. FPMSHIELD - Vandal Shield. Helps protect lens and lamp from breakage. Clear polycarbonate shield snaps in place over glass lens. FPSRPA - Round pole adapter. FPM552 - Replacement Lens. CrescenUStonco • 2345 Vauxhall Rd • Union, NJ 07083 • 9GS-964-7000 • www.stoncdighting.com 10110 2-3 PRODUCT SPECIFICATIONS • The FloodPak is a perfect blend of architectural design and performance. • The FloodPak can be surface mounted in various positions. Use it as a cut-off wallpack or tip it up 22.50 for forward throw with semi -cut-off. Tip it up 450 for floodlighting, or turn it over and use it for indirect/accent lighting. • The FloodPak can also be pole mounted or ground mounted using mounting accessories. • Precision die cast aluminum construction. All exposed hardware is stainless steel. • Duraplex II dark bronze polyester powder finish is standard but the FloodPak is available in a variety of designer colors. • Hinged door frame with clear tempered glass lens. • Multi -faceted reflection system provides uniform distribution. • Injection molded triple finger silicone gasket. • UL wet location listed for above or below horizontal aiming. • Complete with a UL approved mounting box rated for 900C supply wire with integral bubble level. • Integral heat sink ensures cool operation. • Meets IESNA cutoff requirements. • Contractor Friendly design with integral cable permiting easy, hands free wiring. Stonco is a Philips group brand PHILIPS 2-3 PHOTOMEfRICS 1W 210H 1MH 0 1MH 210H 3MH FPM175MAL-8 0 00 1■■Wa■ ■, i■■1106 IN INERNM1■■\�JN FA 1NNEKNE 1 3MH 2MH 1MH 0 1MH 2MH 3MH FPM175MAL-8 @ 450 FloodPak Series FPM 1■■/ld"MAk E,1 3MH 2MH 1MH 0 1MH 2MH 3MH FPM175MAL-8 0 22.50 FOOTCANDLE CORRECTION Multiply the following factors times the footcandle values for changes in mounting height. To Change from 15' New Hght. 8' 10, 15' 20' Factor 3.5 2.3 1.0 0.6 LAMP AND WATT CONVERSIONS Lamp 70W 10OW 150W 175W MUltiolier .36 .57 0.7 1.0 MOUNTING OPTIONS ft W op Ir 00 Down 22.5° Down 450 Down 00 Up 22.50 Up 45° Up CrescenMonoo • 2345 Vauxhall Rd. • Union, NJ 070a3.908-964-70DO • www.stoncolighting.com 10/10 Stonco is a Philips group brand PHILIPS CATALOG NO. TYPE NO. Site Pole Lights SWCO' Parking and Yard JOB NAME Superdog II MCL Series Medium Cutoff Roadway Luminaire (Type III Distribution) ORDERING INFORMATION Catalog Number: Example: MCL385841NDTLR/PC-1 MCL 3 250 PMA FIXTURE WATTAGE OPTIONS MCL- 8584.85W A -Adjustable arm Medium DISTRIBUTION 4000K LAMP 15° max. VOLTAGE Cutoff 150-150W SOURCE F-Single fusing Roadway 3-Type III 1.120V Luminaire 175-175W 12OV, 277V 250-25OW INO-Induction' 2-208V 320-32OW 350-35OW ACCESSORIES 400.40OW MCLVS-MCL Vandal Shield (Lexan). MCLGS-MCL Glare Shield. MCL552-Replacement Lens Kit. MOUNTING ACCESSORIES MCLTA25R-two 0 90' MCLTA3513-three 0 120' MCLRPA4-MCL 4' Round Pole Adapter MCLTAIOR-MCL Tenon Adapter (2 3/8 OD) drilled for one MCLTA20R-MCL Tenon Adapter (2 3/8 OD) drilled for two 0 1801 MCLTA3OR-MCL Tenon Adapter (2 3/8 OD) drilled for three MCLTA4OR-MCL Tenon Adapter (2 3/8 OD) drilled for four MCLTA25S-two 0 90' MCLTAI OS-MCL Tenon Adapter (2 3/8 OD) drilled for one SO MCLTA20S-MCL Tenon Adapter (2 3/8 OD) drilled for two 0 180° SO MCLTA30S-MCL Tenon Adapter (2 3/8 OD) drilled for three So MCLTA40S-MCL Tenon Adapter (2 318 OD) drilled for four SO MC10-MCL 5' SO Wall Mounting Plate 206WBR-MCL 5' SO Thru Wire Box MCLARMTLRSC-MCL 6' arm with Twist Lock Photocontrol and Shoning Cap MCLHSS-House Side Shield See page 3-A for mounting accessories 01' UL Wet Location Listed, e TL UL File Number. E86021 LX-High FFS-Double fusing Pressure 208V, 240V, 3.240V Sodium 480V 4-277V PMA-Super TLR/PC-Twist lock 5-480V constant wattage photocontrol 8120V auto regulated PCB -Button type 208V Pulse Stan Metal photocontrol 240V Halide (not available 277V with "A" option) 120V and 277V only TECHNICAL INFORMATION LX PMA 150W ED-23 175W ED-28 25OW ED-18 250W ED-28 40OW ED-18 40OW ED-37 8 712 812• 19' W4 EPA =1.50 5q. ft. 3-20 Im CrescenLlStonco • 2345 Vauxhall Rd. • Union, NJ 07083. 9DB-964-7000 • wwwcrescent-stonco.com 11110 PRODUCT SPECIFICATIONS • MCL Cutoff Luminaire is ideal for any outdoor application where tight light control is needed to prevent glare and light trepass. Perfect for roadways and parking lots • One piece die-cast aluminum housing is finished in Duraplex II bronze polyester • Lens frame assembly is fully gasketed with silicone to prevent dust and bug entry • Heat and shock resistant tempered glass lens • One piece hydroformed reflector • Tool -less entry for relamping. Lens frame opens by releasing a stainless steel latch • All internal electrical components are installed on a ballast tray that swings down for easy access and replacement • 6' die-cast aluminum arm, factory installed, with integral wiring compartment. Side access cover allows wiring connections to be made in arm. • Key slot design allows for single person hook and placement of fixture leaving hands free for wiring • Induction rated for 100,000 hours 1 - ---.- _ option Stonco is a Philips group brand PH 1 LI PS SfANC - 3-20 MCL Series Medium Cutoff Roadway Luminaire PHOTOMETRICS SMH WH 3MH 2MH IMH 0 IMH M 3MH IMH SMH 2MH IMH IMH 2MH 3MH 4MH MCL3400LX MOUNTING HEIGHT: 25', Tilt Angle 00 IES CLASS: Type III Cut -Off, Medium SUGGESTED SPECIFICATIONS Fixture shall be outdoor weatherproof area lighter sharp cutoff luminaire, for HID lamps. Housing and lens frame shall each be one piece corrosion resistant die-cast aluminum with radiused edges and corners. The low E.P.A. of 1.30 luminaire shall be finished in Duraplex IITM dark bronze polyester powder. Fixture shall be furnished with an integral constant wattage high power factor ballast (type CWA), mounted to die-cast housing for heat dissipation. Lens frame shall be one piece corrosion resistant die-cast aluminum with integral hinges and radiused corners held by two FOOTCANDLE CORRECTION Multiply the following factors times the footcandle values for changes in mounting height. To Change from 25' New Height 15' 20' 25' 30' 35' 40' Factor 2.77 1.56 1.00 .69 .51 .39 WATTAGE CONVERSION: Multiply the following factors times the footcandle values for changes in mounting height. 200W HPS .44 26OW HPS .55 175W PMA 39 25OW PMA .57 captive stainless steel fasteners. Lens frame will provide constant equal pressure on the neoprene gasket sealing the optical chamber from rain, dust and insects. Frame will retain an optically clear, heat and impact resistant tempered glass lens, silicone seated and held in place with retainer clips. The mounting arm construction shall allow for securing luminaire on a square pole, all mounting hardware shall be hidden inside the arm. Mounting arrangements on one, two, three or four way shall be possible. Two unique reflectors are available, one for high 4MH 3MH 2MH IMH 0 II& 2MH 3MH 410f 2MH IMH IMH 2MH 3MH 4MH MCL340OPMA MOUNTING HEIGHT: 25', Tift Angle 0° IES CLASS: Type III Cut -Off, Medium pressure sodium and one for metal halide lamps. The hydroform reflector shall be one piece multi -faceted, high purity, aluminum with specular Alzak® finish. Fixture shall be equipped with deluxe, glazed porcelain lamp socket with nickel plated, vibration -proof 'lamp -grip", screw shell and spring -loaded center contact. Sockets in high pressure sodium units shall be pulse -rated for 4KV. Distribution shall be Type III medium as classified by IES with no trespass house side distribution. Fixture shall be Stonco Cat. No. (specify). Crescent/Stonco • 2345 Vauxhall Ro. • Union, NJ 07083 • 908-964-7000 • w crescent-stonco.com 11110 Stonco is a Philips group brand PH 1 LI PS Mounting Accessories stottco 3-A For MCL Series (up to 40OW) Shoebox Fixtures 206WBR MC10 MCLTAtOR MCLTA10S MC10 Die-cast aluminum adapter mounting plate with bronze powder finish. Fixture arm mounts to M010 and can be surface mounted via 4 lag bolts. 206WBR Die-cast aluminum J-Box for MC10. Has four 3/4" threaded holes. Finished in bronze powder. MCL Template 7/16" O 5l8' �- 1' 7/16" e MCLTAIOR and MCLTA10S Sand-cast aluminum tenon adapters. Allows 1 to 4 fixtures to be mounted to a square or round pole with a 2 3/8" tenon. Number Round Square of Fixtures Pole Adapters Pole Adapters 1 MCLTA10R' MCLTA10S 2 MCLTA20R' MCLTA20S 3 MCLTA30R' MCLTA30S 4 MCLTA40R' MCLTA40S *Requires one MCLRPA4 round pole adapter per fixture. For LCL Series (1000W) Shoebox Fixtures RL100 RM2CA 7,04 3' 1'12' 1'la' Vi 89i 5' 30'/Y +{ C • T 5' ' �\ 3 ~ C/eScAyIstowey 2345 Vam hall Rd. • Union, NJ 07083 • 908-964-7000 Page 1 of 1 W J M SQUARE NON -TAPERED STEEL (SS) POLE SHAFT The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of 11 gauge (0.1196"). The pole shaft material shall conform to ASTM A-500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft has a full length longitudinal resistance weld and is uniformly square in cross-section with flat sides, small comer radii and excellent torsional properties. HANDHOLE An oval reinforced gasketed handhole, having a nominal 3" x 5" inside opening. located C-6" above base, is standard on all poles. A grounding provision is located inside the handhole ring. BASE PLATE The anchor base is fabricated from structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American Welding Society specification AW'S D 1.1, latest edition. ANCHOR BOLT Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts. each with two regular hex nuts and washers, are famished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153. Fully galvanized anchor bolts are available upon request. FINISH Standard - All exterior metal surfaces are mechanically cleaned to remove all oxides and contaminants prior to coating. The standard finish is a polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils for all color finishes. Galvanizing is available upon request. SS4001120-BZ-DM CATALOG LOGIC CODE Serics. SS I 0-BC PAPI. ASA 110.A Square Nun -Tapered Steel Pules Base Di:uneter 400 40" Base Bottom Diameter Gauge. 11 I I gauge thickness Nonunal I Icight. ]0 -0 test tall Finish. IM Bronze Finish Paint Mounting Ucsienation: U?I IU Drilled for I Luminaire Options. IR Rase Cov ei IIIMM I- POLL Sit %If I lin.l II.UUIMI I( 51L1' (in.) ANCHOR 601.1 It()[,] ('IR('it, (in.) x (in.) r (in.I (in.l n.151, lr" 3 EPA rill \IPII rt.) 911 \I PII n.I 11111 MPH (n.=) SIIIP %% 1. WEIGHT http://www.wjmpoles.com/WJMSubmitSheet.asp 5/3/2012 f-1 1-11 �; k � ill CITY OF CHANHASSEN RECEIVED JUL 2 0 2012 CHANHASSEN PLANNING DEPT Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adalt Signed: Date: xx/xx/xxxx License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN Sheet Title EXTERIOR ELEVATIONS Sheet Number II SUPERDOG II CHANHASSEN, MINNESOTA FINAL GRADING, DRAINAGE, EROSION CONTROL, SANITARY SEWS WATERMAIN, STORM SEWER, u SITE MAP NO SCALE STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING STMH 102 6.97' 48" DIA. R-1642 STMH 103 7.13' 48" DIA. R-1642 CBMH 104 3.82' 48" DIA. R-4342 CB 105 2.50' 27" DIA. R-4342 CBMH 106 6.06' 48" DIA, R-3067V LL 48 HOURS BEFORE YOU [ TWIN CITY AREA 651-454-0002 I TOLL FREE 1-800-252-1166 MINIMUM CITY SETBACKS BUILDING TO R/W 30 FEET PARKING (CURB) TO R/W 20 FEET PROJECT COORDINATES N 440 51' 23" W 930 35' 42" SITE AREA 134.050 S.F.=3.08 AC. i \ ■LI.T0 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: CARVER COUNTY SWCD & SITE CONSTRUCTION PLANS FOR SUPERDOG COUNTRY CLUB, LLC. 10104 INDIGO DRIVE, EDEN PRAIRIE, MN 55347 PHONE: (612) 239-7024 r1l IT nT n v u I L.v I /-\ n ,_) F� i) F- n n � I I�, I n I r-^^ ,� J n El f% n I n A r\I\L�VI\L_I V VI L�IJvIIVL_.:.: i rV\f� �IVV rLLJV. WATER TOWER I I N I � J n T T r rl VIN, L'1I I L_L) 0 J ITh #' _. --_L_,.�— --- A C)C)r-T� In Inlr r�r� j i I\ L_ I v IV L. ii I v L_ a .. /1 \ f \ V r\ V U. O IT_ I I. ' o s 3 it F LA15IINC x' I "I # II J KENNEL/DOKENNELUOD iG ° ;I u_ DAYCAREDAYCARE.�. DAYCARE , , CLINIC iJ_ G I �', J�✓. '.ft l -� l a fir.. :, + r �' s t �• � ��rwF4�«�Ik;1 � ,) � '' r III DTI K3 . I .I 77 !I ��. ...:;i °1 it SS --. Ft - —" �- /n �G / -- -Lf ,,. —.ter_ . ,... ...�_ ......-a. _ >-:..-. :_. �'�..!•7 i _ �.._.-.i . �.-:_-. � -_ °r T — — — - — 82ND STREET-- - — — I �82N0 STREET �1 Ni r; I Q I SPOT ELEVATION ABBREVIATIONS KURT D. QUAINTANCE, P.E. — JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. — PROJECT ENGINEER — CITY OF CHANHASSEN TERRY JEFFERY — WATER RESOURCES COORDINATOR — CITY OF CHANHASSEN TEDDI SEIBRING—TROFIN — MPCA CHIP HENTGES (952)-890-6044 (0) (612)-508-8890 (M) (612)-239-7024 (M) (952)-227-1165 (0) (952)-227-1168 (0) (651)-757-2719 (0) (952)-393-1146 (0) INDEX CITY RECEIVEDSSEN SEP 'z D 2012 Rl'"HASSEN PLANNING DEPT TITLE SHEET SITE INFORMATION BOUNDARY AND TOPOGRAPHIC SURVEY/EXISTING CONDITIONS FINAL REMOVAL PLAN FINAL GRADING, DRAINAGE, & EROSION CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS FINAL UTILITY PLAN FINAL PAVING & DIMENSIONING PLAN FINAL LANDSCAPE PLAN DETAILS LEGEND SCALE IN FEET 0 50 100 1 inch = 50 feet Ili C - T CONCRETE - TOP ELEVATION C - e CONCRETE - BOTTOM ELEVATION TC TOP OF CURB ELEVATION TC/G TOP OF CURB=GUTTER ELEVATION GB GRADE BREAK ELEVATION LP LOW POINT ELEVATION HP HIGH POINT ELEVATION EOF EMERGENCY OVERFLOW ELEVATION RE RIM ELEVATION Tw TOP OF WALL ELEVATION Bw BOTTOM OF WALL ELEVATION EX EXISTING ELEVATION C CONCRETE ELEVATION G GUTTER ELEVATION FFE FINISHED FLOOR ELEVATION INV INVERT ELEVATION 1.1 1.2-1.3 1.4 1.5 2.1 2.2 3.1 4.1 5.1 6.1 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE EXISTING BUILDINGS EXISTING ASTRO TURF EXISTING PEA STONE v CVO 0 �— EXISTING TREE LINE/TREES — - EXISTING CONTOUR v�@r•+ ��*' ® EXISTING RETAINING WALL —G--G.._..� c c OHPOHP-- E- E — E E ii EI UFO UFO UFO] 0 O x— X x a+� 1000 I t X it -mil- it is C7.a ZD �F 5 EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING ROOF DRAIN EXISTING SOIL BORING EXISTING UNDERGROUND GAS LINE EXISTING OVERHEAD POWER LINE/POWER POLES EXISTING UNDERGROUND ELECTRICAL LINE EXISTING LIGHT POLE EXISTING ELECTRICAL PEDESTAL EXISTING UNDERGROUND FIBER OPTIC LINE EXISTING TELEPHONE PEDESTAL EXISTING CURB & GUTTER EXISTING CHAINLINK FENCE EXISTING 6' HIGH CEDAR FENCE EXISTING WIMCO PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED ROOF DRAIN PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED STREET LIGHT PROPOSED RETAINING WALL PROPOSED CONCRETE SURFACE PROPOSED ASTRO TURF PROPOSED CURB & GUTTER PROPOSED TIP -OUT CURB & GUTTER PROPOSED FENCE PROPOSED SPOT ELEVATION PROPOSED HEAVY-DUTY SILT FENCE PROPOSED CB/FES PROTECTION (TO BE INSTALLED AFTER STORM SEWER IS INSTALLED) PROPOSED DITCH BLOCKING (MnDOT TYPE 3 TO BE INSTALLED AFTER COMPLETION OF GRADING & STORM SEWER) PROPOSED WIMCO-PRIOR TO GRADING CONSTRUCTION V Ins O M M W Ln ■ Lj O = \ J 5 00 n z N W x �W 7-o Z /� W o ca `o cn 04 E z w 0 Z CJK BY DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT 9/07/12 PER CITY COMMENTS CAD FILE 22502-10TS PROJECT NO. 22502-10 1.1 Kr # H a.� h USGS MAP 1 inch = 800 feet c. W BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 V U-) M Lo W U-) w >- -q- fZD z N O \ 5 � z 00 N m ■ W W X z � Li w Z W o cr) � 0 1 � � o0 C)f C"4 W z z w J o 0 j � 4 l ' a 4 } # t ev2y i „ w c o V a � + C l o = Ta V go IM t W a ; SOIL GROUP MAP 1 inch = 50 feet EXISTING DRAINAGE 1 inch = 50 feet O N LEGEND DRAINAGE AREA BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD, ELEV. 996.62 � a r PROPOSED DRAINAGE 1 inch = 50 feet V � M M W u-) w � � ■� Cn O Z � s N � N z � N � rlrl w IndL1 1 o X � Z Z � � W O \ C-� LD N lr � CN W chi rn Z � •V CD O Z LL a- Mwn rl It M z� I~ -I O H z U rr� 0 [-4 w vz z AZ o ozo �W wa z o p..,a Vo " E--q 00 VL Z AO (Y O W a t/1 SDI0 NG /�� > 93=x15" RCP 13.76% g 7 BUIA > ' p 64" 1RGP 1j B B IF I y � I , , 284.55 S89 15'S7"E B B I '�✓ter- '. i� __ - ._ -- -- -.._ -- - -- -- - ... --- - - - I Ln I I t _ _�= i 5 DRAINAGE AND UTILITY _ i'. '`- -- - t� v I W f I I i EASEMENT PER PLAT _ --- �' r ` I N Jam, - �._.. _.�.__. m/r ��` � 40 I 4 � _ i rd R V 84�� }/ �� 4.1 �� 134 ) r r � INV J84.124 S) EX. `�SMH I RE 1W6, 33 INV 266 01 5 A )_ j r-- -art- q I� I,S� - A r r� n r� I B 1� i� �.� r�� i""� -- �\110.02 N89°15'57"1IU -ILI) -< ,_ - / - - �:, -� h� i� r I=�' , \ \ U L� �-- 4 �J -r V � `C J -I �- /-� 1 \ C �/ I.- C L) /�-� LJ L,/ °. TT T _ "ICJ _ - ' °..,• _...1, 1, V 20 33 8 PVCt W _ p n _., ....� v - \ _-_- - B r _ B I Ex, SSMH f N d I)' a (l d r r .1 S u ~ N, 4 Pi� +S�t-,..-<. 44 � .4 "...5-3E 1 } t, zr l . „rr V I PROPERTY DESCRIPTION - - __ / s .. _ _ s / r / ? I I Lot 2, Block 1, ARBORETUM BUSINESS PARK 3RD ADDITION, according to the recorded plat thereof, Carver RE 998.00 P 4 1 County, Minnesota, NV 985.40 \ - / .✓" „a v� t tP Y \1x :,<♦ 5 . t y ' INV 984.39 xk�r �.r �`i t .,-, '` HF-z �•' s s y / ,x :.i r __ __ n, a✓' zG. NOTES + % - - v /' „ G w� ✓' ' ,� +,1 �' �� v % / '% % ,ems yt ,� s* °'� o- ..•. r ,..•`" I I B \ j ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF LOT 2, BLOCK 1, , B lam) +I ARBORETUM BUSINESS PARK 9RD ADDITIONTO HAVE AN ASSUMED BEARING OF N 00°24'S8" E. THIS SURVEY HAS BEEN PRII'ARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A TITLE. SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR xFV, ENCUMBERTHIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. 1 � E _� _ 5110 EX CB 2ARE t' / )�`` .;-. INV 987 83.78 �'' ,. V ' ' . `.`: , -�` i v � � I I I f � THIS INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR / / -- -' "", k sy a <, ,/ ✓ e I I , 1 EXISTING ON N AS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON Yx ) (d 4' Fr 5 NV 4 984.28 ION � ,, , , s /, I � - ' �* � i ' L I SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS FOR FURTHER INFORMATION r rt3; i ti B ra + , � st > % I /. - , A. I B , , CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF CHANHASSEN ENGINEERING c , 4 al / � x •' �) r / q ��' r(;,,,. i ,' . x DEPARTMENT AND/OR GOPHER STATE ONE CALL. 4 f• / " �>h J4'"'.^y�: ' Ili s S. • /' ; s.: 5\. EX C6 H 4 ! o 0 1I / B CONTOUR DTfERVAL IS 2 PEET. ALL ELEVATIONS ARE BASED ON THE CITY OF CHANHASSEN <a1/t s �21 M�;98.41 �1.1' I/ �1 k ^ r , , I s t a 5 ,. l I. n ,.: S x , V 1 1 \ 1 DATUM. (NG VD 29) >trc• r i s �It[p(,'�` ': // 1i x fi '� INV)15' 9781 2 u o 4 , , ,, t i ' 4. *.+« % . R„s z¢+�' ,+ ,; s r ` a s i • .vim i I N VO " I'983. / BENCHMARK: TOP NUT HYDRANT NORTHWEST CORNER OF CENTURY BLVD. & 82ND STREET. .�`c+, ,ES _ ELEVATION = 981.07 FEET s / s / jP - 77-1 2" PVC u'n , n r. K \ 5 , •`/i / ~ '� 1 6' ,PVC PLUG' -LJ o-il `• s `, ` , ` •.: ,, I" i:✓i ,%. N ,5. ,•,+ < W OVERALL GROSS AREA=134,050 S.F. 3.OS AC. r „II I N V�. 983.4% / / ^'" 1 J� )) �r'c M1 • 5 1*,. , 4 �� :Er 5,; /1 r' ° . i ,, 5'll / U �; 11,` i - - ADDRESS OF THIS PROPERTY IS 2910 82ND STREET, CHANHASSEN, MINNESOTA �� / 9 r I w s yr , _ ,'...F ,. �1 / CD 2B sv % � Y � o / �� / L• �.. RIM 987.84 �': / o (r 1 - �' C-) 0 ? '� PID NUMBER-2S0760020 I 5i z5 I "i INV 12" 983.46 �- ¢ INV 4° 983.96o„ Y X I I � m� i w an,v T,I i j 1 I 'r' , � , {CV �) I f/ �, jj� (� � ,,, r� sal �,�r,1./ � ,•. ,.I I N QI I ► II -'-- � 1G.; '( M1I., / 4... -INC . O O _ 1' /.. 9 d I X f r I I EX STMH 2C �r� v, J L� i d �/ W i s t" ..I' t , �J I RE 891; 57 ! ! S / _p I i �__. �I cb.4 KENNEL/DOG Z O Z1 �I I , INV E 983.0 s. v - � p I I i <�----G- I s.. ",l �+.- - • �� »r.r.,le „, �,- 0 -, W ' B b 7 ' I p B �) I �J° 62 12, PVC' I s �` w I. fry -Lo #.i, "'P,"r,% LI �`TF ,' q I 4ti -'I B { i II 1 (T✓ @ C 71% 1'I' L __ '�� ti I.r'/' d l V+.�.,,F b� � e �a7+,'��` s' , • H r)I) 6' DIPIc, / W wr ( tirLO e• ,'I I t 1, m o '• i m Q I N t t{ 1 I_1 , , / , GO ;I c� a'rvc r .a r H p I � } 1 / I I � � _ f t r I 1 r ✓{ �9 .i �.., �_ - -l' I I I t , I EX CBMN 2 -- _ ` . -- , �, RIM 988.98 5ti r II l J _-- sQ NV 982.78(E) r C ¢ t_X 8' PVC PUG j - NV. 983 20 r 1 INV. 982.25 11 1 <, --1��1 "= I /•, _.,.. ,I I I it ------------- 1 1 � aY EX 6° PVC PLUG ai __ _ 11I. 1 V l o SCALE IN FEET NV. .20 r!✓`.,/_ ¢, al IIII v / 3 aI \ 9/8 0 20 40 60 rs ..i itr I / l� I , i D _ _ iL.1`°/''v / _G/�r1y-'/�/ �� ✓✓ - - I + ------------ - _ _ III ,�s.(''L S]_ f7- Sl K /''i,l r --yes 1 Inch = 20 feet k va, J v. - - �- T I -EX. ST H ..II V.).--_ RE 98��36 I I 6 ( II Ihi NV 972.7�(W) - il' I, v INV 968.78(,S,N) I I 5 I I I I I I /, I• vix, ��✓ I i - II ;' EX CDMH 5 O C�} ' Rlly 986 62NV 9 i I. d f' ill f X CBMH I -c -�INfNESb./ 7 �I� 1' NV t /9 1 EX. CBMH U @ / N`1 �8C 67/Nl RE 981 17 ' _'=- -� ;--- ,- �. ___ - _ _ _ `.'-I� ____ -_._ �...-----.:. _ I INV 976.19(SW) >� _ L INV 967.09(NW,E) CN > _ ._ - N .. J _ B 401'-24" RCP ® 2.54% > - ;J N > > > V 3 _ 6 DIP PLUGi _ Ln 0 w A ; , L �,I c, �i �, (SIZE NQTVFRIFIIED) 6464 R L , �. P i 27 u1P OHP I - ,- .x.. `m..,. 4 , , P 0 p 7 77 .zrcrt.x"•).p�,�, x'xr - k. P _ _ _. _ - "' s __ --;- 6 S89 15 57 _T - > - -- „a _,_ E �� --- - �--- --' l0 j'---4YF - _ -tom- _ a . LE > _ = -- - - v u uFa a �� :,.: 'y V ---- -t -t-- - -- - ur -.-_ Tom' uFo r uFo T r / 1 244'-8" PVC @ 1,93% ,4° uo_�uFo 3.0 .� �'`G- -1.iro ur2 tiro , s.. VAULT uro uFo uFc o - =TiFtr `--vl�- u'- _ -° % ---- ----- - ---- - -- -----� -"'.- ---- � ----------- ---- ---- 's. ,,, ,'. i 1, - - x 39 45 - wEX SSMH EX, E9MH 8 RCP 27 / X. `SMH _�, ,,, o $2 951 3S' / R 1 i° a RE 988.25 X. C B M H 9 RE 986i.63' ,� - , a: � I':X RE u8 JS.S �') INV 979.90 INV-983.OQ ," FX. CBMH �,u ui".. �E' 983 21 X. INV G1) a /E LJ KL 981.0 i _ 2 S E T , V ��/ 96 FX ,,71, IN), 9 6 83 `^-- : ui/rV,i z'm-=" _-_._ .,...,. .:..,�at,,n., ,.�, a, INV N 9/5. J., •! ■ - O M to W o� z o rn s 00 A z N Uf m ■ W w X zLl- w o to o � o tz rn 00 y CV W c� rn cc z w Z to Z 1 r� C.) U z tM H \ �z O w oz NomNa_ (^' z W a 1N� W W w V o 0 W N C) (n Q �� p, Uo o A0 0 Ey w o DRAWN BY PLM DATE 5/4/12 REVISIONS 9/07/12 PER CITY COMMENTS CAD FILE 22502-10EXC PROJECT NO. 22502-10 1.4 �t ' I � �-� REMOVAL SCHEDULE - — - — - ____--- __ -, CONCRETE CURB & GUTTER 316 LF ASPHALT 693 SY� CONCRETE SIDEWALK/PEDESTRIAN RAMPS 475 SF I � FENCING 198 LF L RETAINING WALL 56 LF ASTRID TURF 430 SY I I v I I I c IVI �J�J� L_� / �I \C ��I \L) / LJLJo v R, i d V f i- . 1 l � '. ! ! l �. 1 J� � 7-� •- % - 5T-�• r -u- a-c--'�._ � � ;/"`, .j r � i vx" I if Lr� -,G 7 T'___ _ _i.. �., �C.� 55 s1,.Y ✓ / / 5 s s V I i s '• x° ' _ -1q it f 4 s ,`� I p. 5 i '<� a`+ { y. '.' r l�_ �` J jf �,✓��_sus: r 41 '/ "� V _... I ri � I I ; ; I t i� � r �` ,' I • � sl t t ` I �� I V f'S — .11I .'-'- 4 5 I�� F Li f % i 1, - I i I I Y.. r. -:.. ! �........... 5 s 1 ♦ . it REMOVE EX CBMH 2. ". Ir r . x , ° EX STMH 2C. _ I 13 LF-12 PVC. [ u.''. , ... S .,� Y n 1 e e 5 I& 13 LF 8 PVC <' rl . ,' REMOVE EXISTING ASTRO TURF J - --:... Tl.' :....,..i ......2..: r .... :. '..'' .. ,c 9 °, i , ,. (SEE REMOVAL SCHEDULE) f r! 1 J/F - \lJ � 111 r a r n� i`. r....r..:a " .r.:e e f 5 5 ".�........" p •... r.y .,...... r...,...l..-.r .. .. / s G r REMOVE EXISTING FENCE I Y� (SEE REMOVAL SCHEDULE) ! i i { n _ �, I I I i �� r- ✓`1 v �, . - - -- --- < REMOVE EXISTING ASPHALT , I / x �_ CONCRETE SIDEWALK `* * ^• 'a `�_ �` '.v'` s r - .5�.. s r l r -'' -.. i�'11i n _.-.. _..-_{�l.iI - ,I i .. . . ,y„ "sir''` ' f CONCRETE CURB & GUTTE R. - (SEE REMOVAL SCHEDULE) I ` REMOVE 240 LF-6- DIP . ail li:' I SCALE IN FEET D 20 40 60 1 inch = 20 feet BENCHMARK T.N,H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N,H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD, ELEV. 996.62 W Ln z N ■ N L.r `fl o N 00 z N v) m .� W o W z z W N o o 00 ECkfLid U ul) cc w Z OCNI d w � u� O W w Q OZ z 1� IV rr A�o�w o� Ld Waw N � p> n a U 2 � Co v s V O Z w A0 0 w0 a U2 I1: DATE 5/4/12 REVISIONS 7120112 REV. PER CLIENT 19/07/12 PER CITY COMMENTS CAD FILE 22502-10REM PROJECT NO. 22502-10 I I In ' II LL.L_L_e.' t Z_ _"• ••,•�. �n I, , 1,, � r/ / - I j -> ' C r :, i BUILDNG F RCP @ 13.76� 4✓' .S i�-<, \' \\ @ �464 �1 #%RCP III I j i J I I , _» o r r gym. / -- - - - - - - - - - - - - - - - - I a V/' t E E 99419 X. S MH �"""^«...�---'I �, ��__... _ '' Oy�''�_ �' �� .�'�„♦ l V 984 4 IN (13) N 984124°S) Ex. SsMH ALL PROPOSED RETAINING I _ - - J r -RE "" ~ \INv 0N,6.33 6 WALL BLOCK AND STRUCTURAL < 1 (REINFORCEMENT MUST BEKEPT OUT ! i &r EASEMENT. OF ADJACENT CITYPROPOSED RTINING -SOCTURAL _ -- _ .._ - " ENGINEER NGE&ACITY APPROVAL REQUIRED T a T- T T ,PRIOR TO CONSTRUCTION. CONTRACTOR TO - I - - tr \ , �. ...r ..ww. .� `^ PROVIDE STRUCTURAL FOUNDATION & . - ENGINEERING FOR RETAINING WALLALL 33 :-8' :PVC . -� II I RETAINING WALLS WILL BE DESIGNED WITH I - � DRAINTILE FABRIC DRAINAGE AGGREGATE. -' SPOT ELEVATION ABBREVIATIONS C - T CONCRETE - TOP ELEVATION C- B CONCRETE BOTTOM ELEVATION TC TOP OF CURB ELEVATION TC/G TOP OF CURB=GUTTER ELEVATION Ge GRADE BREAK ELEVATION LP LOW POINT ELEVATION HP HIGH POINT ELEVATION EOF EMERGENCY OVERFLOW ELEVATION RE RIM ELEVATION Tw TOP OF WALL ELEVATION Bw BOTTOM OF WALL ELEVATION Ex EXISTING ELEVATION C CONCRETE ELEVATION G GUTTER ELEVATION FIFE FINISHED FLOOR ELEVATION INV INVERT ELEVATION RE 998.00 .... - 1 100 � - at w -tip-' vX r ` k r` ,< V I , NV 985.40 I �_ �F Fir I�.v INV 984.39 .,,»° ,x<�� ,Htn ��iY,,1t7.Y;• F' , -�f „ . 1E-f tv[ [.t§4 w= Fyn _.s� f� 7 ` 02 TW 995.50 p Vsy+ Ir a.I i4 i,Fr _r rF ✓',tn j"' .y'.i" ,"r.- `' `. i n TW 7 BW 989.OG 1 Op TW 993,50 , ,Ek , z'1 / / 99 50C / l x BW 969,00 G988.20F W 989.00- 988.40 BW 988,00' R8660Cs�[� '-`�`�'*f '0ir,.k�\ r BW 995.00 na TW 9 MfS( s , 1 5 F -._ 8850 1 ; EX CB 2A RE 987.84 rJ 110.W,o _ INV 12" ' r, 988 i' < ` ` cc k. , ' - Stw 's �E1;,; ,x TC „ ;/ rt 'a ,,.'.. Y", INV 4" 9883288 ! ''1' 5 5 •. I I 988.43 TC a a Ca fvq J, s 988.60 989.10T 988.80 <, KENNEL ,',, ,F; ��` .,` 'F'�+ .'^� :� 88.50 a-. C TW 993.50 'S�y1,. , ,.,., ,s 5 r - .. �' ,I. /,.`, ,,� n s88,13 s <,+ !; a r - �' Ft / i ,. \ I I SCALE IN FEET 988.60 '� BW 988.00 ' r , `:,,� EX CBMH 41 n 0 20 40 60 " 5��'F?,.�: z • II. �' f�I 98�141 gg ., t � i 9 i' •� rx -- r,. 0 G/TC a C vi 4 ';.. ;.. �r'ti+�a ,.,.. � . r, ,� I .`z,_. �� NVa15 978 2 1 :. w / z 986.25 'x=-:-v?--k >a s> '=•�{ > 3. 1 inch = 20 feet N C C 989.10T C __ _,r. T INU'4' 98 s 0 , o y , 988.35 989.20 88.506 C q [% ' BW 989.45 989.00 988.90 a EX ,/ _;MATCH/ TIE INTO ��'', ;,�c x-sz 77'-12" PVC C,i „4 993 -,;.,- �-;, �x,.RE.TAIN NG WALL s.:.,:{,. �...<?s `%a' @ A C 0.42% 6' PVC PLUG C'GB 989.20T f, Ex C p INV' / 983.4t 88.75 4s ,,. t 88.60 J a `' 98968 'w- s, 75 f` `�-=;_,. /,' 'w �, , f °I ,, BENCHMARK 2 I; s ki CB 2B%i', ' i T.N.H. N.W. CORNER OF I TC t� 989.00 s • ` x , <;, j RIM 987.84 f E'" ,! F % CENTURY BLVD. & 82ND STREET 987.88,. F, s, J.. INV 12" 983.46 / ,t. �� .;�.,..„ Tc c G p G ELEV. 981.07 TW 99 K .!I " <` i •,,i INV 4" 983.96 ,,PROPERTY 4.0o sa8is s8s.85 x ssa.so f T.N.H.TNHON PRIVATE 'BW 988.25 _ d �,, ,,a J `.sl. a f r .i� „ a t 'r / ,'. V Y Jl t4! ,. N. OF 82ND ST. & EAST OF HAZELTINE BLVD. 988.35 C ;4 'l / Ex c EXISTING BUILDING ` I I 988.80 j VA ELEV. 996.62 I <f I 4 I _ y I, rc i p c c SEX rW . ,, � I<'' EX c ', FIFE89.2 988.60 ,f a 988.85 I EX STM I 2C 91 57 IT RE 9, CI NV E 983.02 0-2 PVC � p I 88.45 C/GB ' 5 988.75 I 989.. Cal 0 71%�..�; ��, ae G !. r,._-'. ��` Ya\ �:� ' I - - x. FIFE 2 f -V, i G .i ,� % S.� 5 Y ( f r 88.75 988.80� X ,., - ' 88.2 6 % DIP �1NOTES ,': 988.69 -�, „.^`� / Tc 96s.2o �87sor' 1. ES TO BE STABILIZED PER Sasso 987.63 s i1 AI DISTURBED SLOP R f LANDSCAPE PLAN. s }I 1 a 9 1 C r !%;I _r� 1.. _. I, 989J5 3 959.00 I - I, - li .,\ I,. _ �., T x T 992.75 M B 988.0o c/c6';,'s'; s8s.1osas.3o ; , . ✓i f/ `, 2. CITY MUST BE NOTIFIED AFTER INSTALLATION OF 88.75 �, - �U . ,� / / _ a / 89.20 V ' , , r , .- „h 1 � >< G 4 <m HOURS ti, I I ,> A� � it � it i�' ;I ' - to 0, P ,:. 988.85 , o ��.- i ii vii .v�i v - TC/� '4 ';i '1 �' r..: r,,' _ �� MATCH j -0_l EROSION CONTROL AND A MINIMUM OF 48 a~ I 4 l (a) d 6�� 88.95 'Hk I EX rc PRIOR TO THE COMMENCEMENT OF GRADING. @ 1 00% VCR \ i+7qC 989.01 �j'/,'� __ ____ r1� f ' I 3. CONCRETE WASH AREA TO BE FIELD LOCATED AT - sB ,I r` JEX CBMH 2 1 } 1 = Co' RIM 988.98 fi f r TIME OF CONSTRUCTION. SWPPP SHALL BE MODIFIED •.• s ' -' r Sq' ' _ ___ y-_: / ' ; s _'�' '"ram,. III I � �y , ,; •.�. z I 1dd INV 982.78(E) FF� 9$9. "' rI ;I,� TO ILLUSTRATE THE FIELD LOCATION. INV. 82.25 EX TC m C EX- ,.,VC'PEUG 988.95 989.10 'I s1 ' 987.38 i 988.50 ✓ 4. CONTRACTOR MUST NOTIFY THE CITY AFTER IF 8 HOURS TG EROSION CONTROL INSTALLATION AND 4 - -- i.1§sIL e J I 5 sa8.35 s8eso c/TClj� ,; PVC PLUG ;, r PRIOR TO COMMENCEMENT OF GRADING. I EX 6' 988.50 v sI LL- j 989 20 I I / ✓ // i i f INV 983.20 / ". •.:`Ii BW`387.75 C C v I y ,U ir% ii /� ff" i L. 988,50 988.40 Y C`.:.. - -. ~ �1� _. ^: I„ •t:: .'� <. Tc 989.00 c/Tc Ex Tc / `� �� 5. CONTRACTOR IS RESPONSIBLE FOR APPLYING AND 988.25 V V 1988.63 r � + k , s ,,.:N; ii ., ., el ii� TC C --/-' ;L__"ram; --- -y.,,-.$�--------- --- - -y -- ,I 988.50 - ;t G -. 4,;. SG.. ," _. C c z. ,....t ,�. -- J ^.. L_ III f % - EX. STMH 967.31 4 - , „ R TO COMMENCEMENT OBTAINING NPDES PERMIT PRIG v F; 's . �. i; <`' , saso RE 983.36 OF CONSTRUCTION ACTIVITIES. v s a w m.;o r I�. , • .i Ik�f .,._�98 TC = �- -� 1---- -_-T _.-__-- ___ _-_-- ij'e , r.i i INV 972%8 W ' Tor d ° : ,III -., �..e.„�%,.: \,w388 4 r' '�.' o -_ o. I 5 -. N. TC iC <,, „ " c. ----- ICI �'r, V `.'' i INV 968.78(S,N) <i "} �' 6. CONTRACTOR IS RESPONSIBLE FOR CREATION, -{ d r r- f I r' s _'. 988.90 ,i y . ES G �I. i,'..... ',� n�I f:` , , 988.05 988.40 � _ I I � `� � ,I II � o9 ; �r � � � I I� � I' I I AMENDMENTS AND ON SITE M AINTENANCE OF THE .,yy 989 25 - p/' � � I � � rc �, I < i n rAI I - L I � , � I, I I •.5 ,:<,I I , f....� 884r ;I Ii ` v )' � 1 BW 9855 NPDES SWPPP. VA TO A 987.13 _S8 C LP c :,r V`lo "'/X TC\ - n I 87.85 : ,.;'> ,,, G/TC/LP 987.80 >°,. - o.4c11 " X f'B A ,�-_ ,l 987.30 U EXMH 1 / �� / N. FFIM �r16 62 rr r � ,,..•'�� r. 11II , 988.06 I- 'ilvl fT8` 7j: 988./P... ..: , INV - - - - / INv 9 u I c 0.50% r 1 f EX. BMH - I BW 987, -;Ii � C 7B .a. .., ,i''2 ---- ' r.�m__._- ,-- _ > -- -�- I IN 9 76 1 - 86 3 ' __ _- -- NV 976,19(SW) - -- - - � ... `.},• - - _- S.z - - ---- --INV 967.09(NW,E) I ,t. eM. 'MATCH...- . , - - - e > , .' 986 97 EX TC�HP 987.15 / 992 401'-2 @ 2.54i TIC - • -<. EX TC - - .') I �• y > 986.91 • ('MATCH 'a;, 987.75 r 6" DIP PLUG _ "{36 ti t a Ex TC -VERIFIED)- 24t: RCP > «, ' (SIZE NOT - > 9 9 0 �� Ex Tc sl - �w.- ..r`'' - •F -ett Hf,e Ol 1p G986.4 oiP orlP r+ 984.77 �„ , I' 9.%. - P 6 @ IT At, _ - .rr .I\J._-__. ELEC- s -_,ur-c.,, ,",;_ _, -uo ,.,-'_,lrF- T_:. ._ Q - -._ _ - - - Xr:.;...-_ ,.✓-( �x I! - ...._,`\ ...� _,.__ : ; _ - - - _ E, _3c'-- _ I `d -.r-:. , % UFO } UFO UFt - � ' � ilP �-TUhO - LF( - � � PVC 1 .'40 aY UFo_ �y >�r UFO GFG - rG 3 W ur p �� JG ' - �{` x" .*- �: < .- - ��r>- .;�. - -UFO UFO UFO �n ., - r UFO ll 6 ZTFU - W 0 _ = ---- - _ wnuLr - - 5 H2 91; EX. BMHRCP F3 J 1 cf �o 0 8 RE 9R., '?5 TX. CBMI I X HE 83 TC l INV 99.,)0<^a - E.. „F ,.II 98).i1 EX ,IIV W 975,20 i hF. 98 !i, E,t"a•" INV 9 7.96 X. INV j 9/ 1�3 c a INV . , r 3 - NV N 975.LS ' vim,.,.: ,. ■ Cn - O M W � o Cr) 5 00 � z m h, W W a z o Z � cn � W o - D \ V/ (n ao'o 4 E W v rn Z •V J o z 0 N d DATE 5/4/12 7/20/12 REV. PER CLIENT 9/07/12 PER CITY COMMENTS CAD FILE 22502-10G PROJECT NO. 22502-10 TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). 1. TEMPORARY MULCH Krif TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. 2. HYDROSPREAD Mn00T TYPE 8 HYDRAULIC SOI L STABILIZER. a. HYDRAULIC SOIL STABILIZER MnDOT TYPE 8 AT A RATE OF 350 LBS/1000 GALLONS OF SLURRY. b. WATER : 875 GALLONS/1000 GALLONS OF SLURRY. 3, TEMPORARY SEED & MULCH (SEASONAL) a. SEED : MnDOT SEED MIX #150 AT A RATE OF 40 LBS/ACRE. b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. - 0-20 AT A RATE OF 200 LBS ACRE. FERTILIZER 10 1 / C, 4. TEMPORARY SEED & MULCH (SPRING) a. SEED MnDOT SEED MIX #110 AT A RATE OF 100 LBS/ACRE. L MULCH : MPHOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS/ACRE. 5, TEMPORARY SEED & MULCH (WINTER) a SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS/ACRE. AT A RATE OF 2 TONS ACRE AND DISC ANCHORED, H MnD10 TYPE 1 / b. MULCH -20 AT A RATE OF 200 LDS/ACRE ACRE. a FERTILIZER 10-10 / 6. HYDROSPREAD SEED, FERTILIZER, & MrIDOT TYPE 6 HYDRAULIC SOIL STABILIZER. a. SEED : MnDOT SEED MIX #190 AT A RATE OF 10 LBS/1000 GALLONS OF SLURRY, b. FERTILZER : 10-LO-20 AT A RATE OF 50 LBS/1000 GALLONS OF SLURRY E 0 AT A RATE OF 350 LBS 1000 L ER MnDOT TYPE / GALLONS SOIL SLURRY. STABILIZER c. HYDRAULIC GALLONS OF SLURRY. WATER 875 GALCO NS L000 GALLONS OF SLURRY. tl / 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET &EMERGENCY SPILLWAY SEE DETAIL). . ) WITH SPILLWAY S EE DETAIL). 8. TEMPORARY SEDIMENTATION TRAP ( ) 9. ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). 10. HORIZONTAL SLOPE GRADING (SEE DETAIL), 11, DITCH CHECKS Ill TYPE 3-12" BIOROLL WITH Mill CATEGORY 3 EROSION CONTROL BLANKET (SEE DETAIL). 12, EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). 13 PERIMETER SILT FENCE (SEE DETAILS). 14. INLET PROTECTION (SEE DETAILS). PERMANENT EROSION &SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)), I GENERAL SEED at MULCH (MIN_ 6" TOPSOIL) a. SEED : MnDOT SEED MIX #250 AT A RATE OF 70 LBS/ACRE. b, FERTILIZER : 22-5-10 80% W.LN. OR CL AT A RATE OF 350 LBS.ACRE, C. MULCH : MEDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. 2. POND SEED & MULCH (MIN. 6" TOPSOIL), a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS/ACRE, b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. RED PART Ili SUBMITTING 1HE APPUCATION 8, APPUrIATION AND DURATION OF COVERAGE 9.Cnange at Coverage. For Construction Proj6de where the owner Or operator Cnmges, (e.g., an original Coodeper $ale films of the property to voices ham0bulldere or Sells the wrom .its to a new Owner): required in Pat ILC.2.b a. The a newt/surest owner dlall provide a may of the code ale notice of tenolw owner amll memo. the farm (w q ) re Me new awns. The arrsh,, currant owner shall f ear, a SWPPP rl Me now owner and operator le0l ediroMeally atltrrgeag Me , , n I.Im rat IONS the subdivieim re ielraliary permit f rminslim ermlt Modification 9 remaining wnebttion adMly. Nob: The notice o le /p p ih. a. modification and notice or b.miodilw !arms include Subdivision IS That new owner a t trio Shan submit t OmI ale and earned permit mean., far portion (perm it moeafimfana' ncin conebucl'an e MPCA for to comma registration of permit to met) of the notice of 7) ddyStion/permit groper liip tam to M or 9 1 . The new Permi[te S are responsible for taking in Part 1 of [h< ro a eO p sewn J as aI1M to P p Y site or in no case later than g P activity mS) M Y e portion of an Pofl ILB.2. and conditions .1 thin moil a with all bons a domet c, IT an apeman or general contractor I has Completed [h0Y r or3w a work k Me sale, n n0 longer In operational a contrterms or the itons[, and all mendit wl rid ere. M between .f r and Nerotra or general cngforp r ratting !a compliance with the terms as w operator of this permit M1.w been met, the ,.,.far arrlodise farm es may transfer permit beroge back to r the owner im to a new operator using the notice of terminatinn/partnif modifeetian (arm. A signature Irom bath Me owner and dpnafar Is required. C. TERN NATON nF CDYERAGE T to the MPCA. W m I'mnm with this suit v Notice of Termination 0 p o larnbole cover Smil e this permit must sub (NOT) 1.Permitte a wignin t e() 9 age pe rmit ie required until a NOT Is submitted. The Permnln(e) coverage under this permitlerminalea at midnight an the poalmarN date of the NOT, or m the ogee an inane NOT .5 submitted to the MPCA, 27a Termination of coverage e for the: o. Te 1, All Pq of coverage for ins entire T withi all portions Of the r FIG.) Has been tom Ieled M D Final SlaDlli2ati0n see Fort G p 1, All Permitlee(e) moat Submit a NOT within 30 says aner ( ) sto IF terioh na Pernt Sys a s, the req and nt Constructed fin lion CalmortEy hoe Deer must be ❑ the site indutles permanent n find Stabilization. rfarmed as required . n i maintenance mull be a eq Part IValer management systems, the requirements IF find coo ou / P Part IV.G,2. li, Pamittee'a must .alai a NOTanother within 30 More e after in Port the entire ate inclutlinq roads and starmwoler inhasrrucNre, and abed in Port 11.8.5. f'r tl to another owner ere des Coverage o trma e e b. All Fo .ton of coverage for a portion of the entire dayst. All Pthey area moat submit a NOT within sawn he orti alter telling or being Sort legally her party musedit be i of m .its to maths Party with he permit m ! be in Compliance t t in add [o another art us P P The ntra of the site be party h owns or operator, e 0 and the are no longerte pe P v r from the In tam must indutla a Hato e ref must De in IOCB. e 9 and sa.menl enn,d star o place). II m erosion protection a e, a to D ( 9 temporary alginal tion ofbe(a) a contact using atisu for the new owmer of me properly. C Termination ve COvaas atteieda agog a 9anda91m rregistratio If permit ..rage was brained using the eubdiviaion registration Procne, Permalbe(e) arc rew'ra to tubmil a NOT wan'n 30 days after achieving Fed Stabilizatavn (aw Part N.G). 11nermiteals) that use an alternative maimed Far the Permanent Sfarmwalor Management System as d.edbed in Part III.C.6, me prohibited hors terminating We permit until Final Stblintim hoe been achieved on eats and Either: a The two )one of MCI torng data required St Part W.C,5 has been submitted to the MPCA and the MPCA had determined that the required treatment has been darlings. The Permitted will be notified in writing within 30 days after the monitoring data has been submitted If the Parnittee has rat heard tram the MPCA within dD days after submitting are required data, the Permitter .an Submit o NOT: b. ve The Permitted Can submit a NOT, en If no timefhf is hiss than two Arts If the MPCA determines that thealternative method is acbbvin, the mqui,.d tre.hrlmt. During the monitoring and evaluation of the a.ternotive monde, the PermiltN a not responsible Far other permit requirements Mat haw been tmnsfsmad ere described in Part I1,13.5. PART 111.511tMWATER DISCHARGE DESIGN REQUIREMENTS D. RECORD RETENTION The SWPPP (Cr root ar mpbr) lnclidarg, all Changes to It, and inspections and maintenance retards must be kept at the site Wring con.trudVan by the Permatle. who has apaatkat Control of that portion or the e4e.The SOW can be kept in either the fif office or In on on site vehicle during normal waking hours, with IM1c following Carl records, on fk for three (3) years alter bum ifld of the NOT as outlinAll owner(.) must keep iM1e ... net .Ian, 9 I.Ar,etl n Pori it. This does not .dude my rowde after submitted OI iM1e NOT. i. Any other permit. inspection far the enanc4 2' Records per n all Weratraon and maintenance Claremont' that ever been an few Part IV.E. Inspection and Maintenance) ].PII permanent meaNw end maintenance .greernob toot M1avre been inplem.led including OF right .1 way, Conflicts, mosecorts and other banding requirements ,.gaming perpetual maintmanN; and 4.AII r.uired mlculotione for design of the temporary and Permanent Sbrmwata Management Straight. C. MULCH : Mn➢OT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHO RFSPGNSIBIuTY REQUIREMENTS, 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) a. SEED : ROBOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE. It. FERTILIZER : 16-I-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. (CONTRACTOR) WILL HAVE RESPONSIBILITY FOR D, MULCH : Mri TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHOREU. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. 4, UPLAND EUFFER SEED & MULCH (MIN. 8" TOPSOIL). THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF a. SEED : MTTDOT SEED MIX #328 AT A RATE OF Bb LBS/ACRE, RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE Th. FERTILIZER : 18-1-6 NATURAL BASE AT A RATE OF 150 LBS/ACRE. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: c. MULCH : MRDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. 5, TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION CONTRACTOR BUSINESS NAME a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LES/ACRE, b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. C. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 6. GENERAL NATIVE SEED & MULCH (MINIMUM 0" TOPSOIL) a. SEED : Mrf SEED MIX #350 AT A RATE OF 84.5 LBS/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) It. FERTILIZER : 18-t-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. c. MULCH : MrLOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD NARRATIVE & NOTES THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS SHOWN ON THIS SHEET, 1. SUPERDOG II CONSISTS OF THE GRADING, UTILITY, & SITE CONSTRUCTION ASSOCIATED WITH CONSTRUCTION OF TWO BUILDINGS, PARKING LOT & THE STABILIZATION OF THESE CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA AREAS POLLUTION CONTROL N.P. D.E.S. PERMIT. 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS, ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL BE 3, ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION DURATION OF USE. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. A COPY OF THESE PLANS MUST BE ON THE SOB SITE WHENEVER a. ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION IS IN PROGRESS. b. SILT FENCE & TREE PROTECTION FENCE, a. EXISTING INLET PROTECTION. ' d. TEMPORARY CULVERTS. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES, 'TRAINING REQUIREMENTS I, STORM WATER POND CONSTRUCTION. KURT D. QUAINTANCE, P.E. g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND DESIGN OF SWPPP CERTIFICATION (2007) STREET CONSTRUCTION. UNIVERSITY OF OTA B, TEMPORARY SEED AND/OR MULCH. [INSTRUCTORS : LEO HOLM & DWAYNE STENLUND EO U HORIZONTAL SLOPE GRADING, J. DITCH CHECK, SILT FENCE, & EROSION CONTROL BLANKET. D k. PERMANENT SEED AND MULCH AND/0 R SO . 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS, ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, 6, THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE DEVELOPMENT SUMMARY TOTAL LOT AREA TOTAL DISTURBED AREA EXISTING IMPERVIOUS AREA TOTAL OVERALL IMPERVIOUS AREA 3.08 AC. 1.13 AC. 1.14 AC. 1.62 AC. PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED STORM WATER CORDING AREAS. 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED. PROPOSEDpROppSED��jON/S�I��CO�LQU�TITIES..CO�L QUANTITIES 8, WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER HEAVY-DUTY SILT FENCE 364 LF VEGETATIVE COVER TO HELP FILTER RUNOFF. Mri #250 SEED & MULCH (GENERAL) 0.39 AC MnDOT TYPE 3 DITCH CHECK 5 EA 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE REAR YARD INLET PROTECTION 3 EA (SEE TIMELINE : PART IV B2-4 & #15). EXISTING INLET PROTECTION(WIMCO) 2 EA PROPOSED CB INLET PROTECTION(WIMCO) I EA 10, TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS, 11. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF PROJECT COORDINATES THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. N 44° 51' 23" W 93" 35' 42" 12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL UPSTREAM AREAS ARE FINALLY STABILIZED. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, 14, ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY TEE CONTRACTOR; NO PAYMENT FOR DUST CONTROL WILL BE MADE. 16. ALL DISTURBED AREAS NOT SPECIFICALLY MENTIONED IN THE FOLLOWING NPDES REQUIREMENTS PART. IV. B. MUST BE STABILIZED WITHIN ONE WEEK OF THE COMPLETED CONSTRUCTION OPERATION. VEGETATION DIVERSION Ld DOZER TREADS CREATE ' ,!.eyT.j.+ 1LI GROOVES PERPENDICULAR TO q�IJ�r-Fj'� O SLOPE DIRECTION N HORIZONTAL SLOPE GRADING 2"x2"x18" MIN. WOOD STAKE -2' MAXIMUM SPACING 3' Minimum level ID 6" Anchor slot alternative LI NPDES REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REOVIREMENTS AISTORM WATER POLLUTION PREVENTION PLAN The Permlllee a must implement Me SWPPP and the eauberrmnle of this part. The BMP. Identified in the SWPPP and in this permit must M agealed, inatallsd and maintained in an appropriate and functional manner that is .n accordance with relaxant manutadura specifications antl boost ed engineering practices. B. FROSON PIRFANTION PRACTICES I.TM Perrnlllee(a) ..at plan Ira and Implement apmapnate codetructbn ,be..., wgetotlw bufbr .tripe, h mmun al ship. gading, antl .that W.E.ed with. The n n re uifemenla of Par[ I .E. are n inspection win and . stakes, N opme erosion . that the a construction practices that Minimizep 1 ff work Man etc. an M0 development site wrote 11 9[akde signs sill 6 CB delineated a. , xIM rings. ) P Do daturoetl moat rib a g lA IOCOtIOn 01 ava9 n01 to ( q M n 9 % 2. All exposed son ortio most be Stabilized hlased np soon as mrsad il limit sall erosion but S ck case later than 14 days after the construction roctStockpiles without . significant egt der o mradlr in net gran. of the site has index, Con err n rintorst. eecora Tend Stockpiles) sLNkp niqn y r nts of rots a Ciao a ale a[ockp,lev, tlemalition c crate eteckpilea, antl eloakpiles)and the conalrucbd hose campmenla of roman, ,king (d U'f. on parking Cal and similar etgut Of ate eeempt from this requirement De moat comply with Port IV.Cb, 3. The norms welled pafimend n any, must be .r permanent drainage lined l or swine he drone wale from any Perkin of the Construction my or diverts water tabuntl on site, Blast be lined all 200 Icom feel Irom the property edge, m from the Point Sudden dwater. Into 1 amna wait to a oreaft r con my Surface water. Stabilization of the Iml 200 lineal iapl moat be completed within 24 hours Chat q within t4 tla after connecting to Failed must be can lets 9 liana or an rem ant ditches or p Ya iizalim .1 5M1e ram temporary err Pam.n Stab n,ng Par y 11 permanently ceasea.Tem oral a permanent dilcnCs OF I n system has tam F or e P Y P good .rime water and construction in Inert Potion o the por Y P Y head that me being aced a es must containment within (with s after o lunge rank ditch check., bee mie, ant dikes eta,) a not run nminmenl s rem. nape to be .most be. These areas teml be stabilized wimin energy own after no longer hours used as a Sediment w to 4.Pipe outlets must be provided with temporary or permanent wergy dioipaliN within 24 Hour. offs connection to a wrface water. SEDIMENT CONTRq PRAG11CPS C wrface waters. including curb and utter systems and storm asset trials. C.1. S.Tempo1 cmtra. randinef must minimize sedimentsefrom entering rt 9 Ys with rock check c perms) re Fe sedi ant co and sediment onlybidding that are designed to port of moment .nlalnmenr system (ang., ditches only a rote iF site co tl'f sediment control practices o as k M1 k dame re ntl" e P Y oPPr p with lac c . ) quire GIMPS must be insetted b.lf Ma down the treatment system a P.wricadad.be .distiond up gradient sediment Nnirol practices . r.Eundmt B s to eliminate IM overloading, antl Me SWPPP must be amended to Identify these atltlil'anal pr«tkea as inquired In Part 111.A4, a. through . OIn order to mountain ancet Haw and minimize rillsand/or gullies, them NaII be no unbroken Lcpe length n of gr eater than JS leet for glbpes with o grade of 3:1 or steeper. rs IM«a an a raaint land disturbing .lesion begin. Made 2.So7ment control practice most be Final Shed m all has been eat perihete Y n 9 'li Has been ea taNigled In accordance wltM1 Part IU,C. practkea eMl remain In place until final Stbl zarlm 3.1ru laming r f the installation vehicles. le sediment S cannel practices may be adNsta to ac,...My S ahml-term the Seidl entn w clearing or grubbing, err immediately of .ter th Any short-term activity moat . sediment tr l prod IS poust b and me eetlament .antral practices must M nstdled immediately after the activity is completed However, sediment control practice must De Petalled before the next precipitation event Ivan if the activity is not complete. F.11 alarm onto Intl. ..at the g otectee by appmpriole BMP. during Construction until all sources with potential for discharging to the inlet how been siabiized. Inbt protection may be removed for a particular Inlet if a specIDc safety concern (street hooding/freezing) has been identified antl the Permutes(.) have received written CorreWwdace from the Hradiclioml authority (ag. City/county/towaship/MrDOT engineer) wrifying the need far removal. The written combepmomce must be documented in the SWPPP or awalable within 72 hours upon request. Woe. wraten cartmpted.m. can net be Obtained in a l.mely manner, the steatite inlet Protection can be removed to alleviate ins fM.mbte safety cancan. H... Ml, Starts to Obtain written waearwastnce must be documented in the SWPPP and .salable ..thin 72 hour. upon ,.coast. Peminim to mmow inlet protection based on a specific safely concern must still be Obtained Moan Ma Fmstlf aumorlty within 30 ft, of remove., 5.Temporary wl wrockpi.n, must haw gilt fence or other oflrctiw sediment Control., and ..net be Cleared in surface waters, including alar nestor wnwwnws Such as curb and gutter systems. or Conduits and ditches union there 's a Dygoas in place OF Me steareater. Ltehicle breaking of sediment from the construction site ter onto stman will the site) must be minimized by BMPw such N atone pads, cbhmete Or st.en waaa make OFFequivalent fyaared Sheet sweeping must be used If Such SMPS Ore Fiat adequate to Power warrant from being 1m rued Onto the street (Seer Port 1 V.E.4.d). Zihe Parreittae must install temporary Sedimentation bodins as requoed in Part 11111. of this permit. PLAN VIEW W 4 1. Jf 4, ll a4. fi �ROW _ 1 1.5, L_e' Mw D K GEOT LE FABRIC NOTE: �1X -.,.R. � INREVERSLWNIEM a - 3' MIN., 9' , a A -A W - 10' MIN., 20LN%. MINIMUM SIZE - 1300 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP 1' Spacing on upper end -4" Overiop 1' Spacing on Staples *MINIMUM ANCHORING SHOWN __� Fold under 6"- EROSION CONTROL BLANKET -CATEGORY 3 (TO BE INSTALLED PER MANUFACTURE I S SPECIFICATIONS) 12" BIOROLL WATER FLOW CROSS SECTION PROFILE VIEW DITCH CHECK - MnDOT TYPE 3 MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN DITCH GRADE D.CEWATERINC AND BASIN DRAINING 1.0ewaterng or basin Clothing (e.g., pumped dlachmgea, drench/ditch cuts for drainage) totaled to the Construction activity that may have turbid or sediment laden discharge water must be diechorged 10 a temporary or permanent Xdimentolion Casio an the project site whenever notable. Domestic from the temporary at permanent sedimentation basin must forge visually shacked to ensure camuats beatment is Obtained n If the water cannot be in the Casino a that n aanca conditions pone (sea Minn. R. a surface ter, z) w111 be result from the app raga. dlapparged does a s0lmatailm basin prior to entering the surface wale, it moat .e treated with M9 appropriate BMPa, such riot one adequate dpe5 not adversely Small aREGI ids fablercour. q eater ka W'Amust a Ianersed 9, The Perfurd rock r1 on, ensure that d(SCsiLlo orikeShoo pointsing,o ana adequately protected from measand Admit The sedimentation must be dispersed over required rock discharge sand bags plathat in. suspended or other accepted energy OiasiNlldn measures Atleauote sedimanrvl'ron control masura are rwuira tF Clatharge water that contains suaDenda «Ods. nuisance coall'ana erosion in «tivitie moat be discharged In a noel that dove not NUN nut , 2A11 water rvom dewaterin m Main eranin 9 9 receiving channels or on downelepe properties, Or inmdatlm In wetlands Couaing algniJicant adverse impact to the wetland. PECTIONS PND MAINTENANCE EIN S site al least Lore p Ivory .. (item use mvng or operator, wn«wr is within 24 h the stet a moat routinely .ter t the .5 ins construction inn in 24 Hours Follawi event renter than 0.9 inches rg ante every inspection whi (J) days within ac[we re alter ion and within 29 eme after a rainfallg pn matiowhich Occure within 24 haute during a storeevent. the re inspection in ..at n cthese red rds must b (e do, ned with that retained xi1M1 the writing and rnEEE rEamda moat De moat be remade e, t maintenance conducted Burin Constructiong 2,A1i In actions and a g sP SWPPP an Otime of with Pat IILD. Ra0rtl9 of each InSDECIkn and moNtmOnaO activity 8h011 inclutlea ..Data and a of inaD«done; b.Name of f disre9) ,ninrs, inclIr,uding g roc mme aFinaing9 0l inmed'wns, inclutlinq recammendafNs fa Party coav0 etugactions: m letin aintenonce odrvi[in 1 Iorfoll row g times and rl c ) dCmreeNw eetiwa tgem pa y a p g m ..Date and amwnl of an esma a tot greater roan 1/2 inch fans inches) in d hours, L Documentation of changes mode to the SAMPIPPComment as requires an Pat Iontain and J.Mer a purls of the ay be reduced site haw par month, cover, but wank remains on other ports of the eats, inspaiose of the areas with permanent cove may Da furring to once per mNM. thJe Si a must a cites have permmaf cover on all exposed doll areas and no he Inspections may f a period at twelve 12 months 1 Y h I g t h9 site must t in damndest a O( P id a occurring anywhere N the Site. ape P construction activity Y 9 Y Toil his aligns may be be ceased during frozen gonad inty Is Co, Fd initiated the twelfill so month of fled in ent cover and al construction m ntl Y. PE Y terminated until construction he real ie once again an and m r If Hoofed in writing by the MPCA. WTaft work has bon suspended al due to frozen ground cordnane, the repots Inapes fine and maintenance amedule moat begin within 24 noure after runoff acwra at ins site a efim entccontr comes fiat. or to rat .Hello prior suing c All nmwncUond BMPn marl be integrity and effectiveness..a 4.All Brogan prevention and sediment control BNPs must be Inspected b ensure egr y anothetl. telecom of supplemented with Functional BMPa within 24 noun after comply m as roan as inspFoldection ction and Blow stance unlaae nether it.. Fame is .,.tried Mlaw. The Pemitlev(e) meal investigate and .amply with the fdlowing inyaclbn and mainenance �ngouaremerhts: All l forest T moat p reported. replaced. a in 24 hours when they become Car nonfunctional Or me fled ammt access t/3 Of iM1e rNgrt If the lance. These repairs must be suede within 24 M1vum of d'ucovary, o ere cam o fieltl carMifana allow oewsa. b.Tempmary and Permanent sedimentation Cables must be drained end the Sediment ,removed when the depth of sediment relected'n the basin reaches 1/2 the .image vdume. Drainage and removal must be Completed within 12 hours of discovery, or oe aeon as field conditions or.. access (.N Part IV,D.). ..Surface waters, Including dolnage ditches and c nwyance stiletto, must be iopecLed for evidence of erosion and sedknent deaoglbn. The Pemloweri must remove dim all deltas and seent depNited le surface waters, Including drainage aayc. stitch boards, and other drainage vyeteme. and reelabild. the areas where sediment removal resulle in .seasonal airs. The remold and elablliection must take plane vfmin Sawn (7) days of discovery unrest mealuded by legal, -,late,, or physical «cove omairainb. Th. Pershiee eMll use all ,--able efforts to .Main accoe. If precluded, remoal and stabilization must take place within sewn (7) colander data of obtaining Cocoa. The Permittee Is responsible far conlactlng all local, ranked. stale and federal Sohorilin and receiving any ap ildeb.e permits, pdor to cmduding any work. e Xiamorucran site vehicle exit locations must as asPri far evader.. of td1-tile Sediment treating ante reveal sodas., Tmdea Sediment must be removed from all paved w1face, within 24 hours of diaowry, F if opplaaoble, within a Inorthe time as comply with Part V.c.b. nine Permaltee(s) are respirable for the OperatlM and Froarmrncer of temporary and permanent water 401nY managerrWrt BMPS, OS well is all erosion Trier m ooa midnight wntrd BMPs. tot the duration of the construction work at the site. The Pennittee(6) ore model until mother Permittee has oewmed Control on dwild, to Part II.B.S over all Or., of the site that hew not been fhClly atablllzed or the mate nos undergone Fine Slablllzalbn. and d NOT has been Submitted to the MPCA. L If sediment ecppon the constructible site, off-aite accumulations of sediment must be removed in a manner and at a frequency Sufficient to minimize off -sale Imp«ta (e.g., Fugitive admol In Shasta could be waened Into Storm waters by no next rain and/or pose a safety housed to us.,. of public ztreattii 9.AII infiltratiM roes must be Inspected to ensure that no sediment from ongoing construction activity is reaching the imiltrotbn arm and these word. are protected comp action pacw ction dos to et.Ctied equipment b.drq .. the bfinotion area __ Ah,._ : 4 SIDE. P:-- 1. V 11,J4)nl •, :al _ I. I .-, `. -11RrrIt II y 1 iA;:. ' ! F.: v .416. h .e - i' "l-_ - I[ :- L. lL _ pl..:.i: . H , .,.h .,.- . .. t M :. E'. ., 1 .IF' t ....f ,y, 1 ' q,r 1.1, IN T I T Aft • :1 `CA Ci .. L N I Al. I_ L ": ,1 r' T cN'% _-r,- Lr Fri., .. .I 1- r 4- .--, 1 "I'll- r wn x,_ .. I. _ L L V I 1 .I :+I. 1 , _ FOE, 1 '-"d 'I t01 * I S LT um I LN[;_ ifAl 3 12 _NUINkk•NG UlPAiil)AENI if ril HE, 5'S.C'0 I u NYMl: O:7w;i±PLCTU:o -I>i:-- r.0"1k +- -FP :'..ILL_ ^ �y 4 17 /;� _ t r I A ; ;I;. r. -: (,I I . )I'. a., . . �f�OF OFFRJAi' ATCHBASN YVENu,al>in 'i TER BARRIER FUNTIC gEelScr.2 IQ ENGINEERING DEPAn!_N6W iod.. .: FxC, R� wriat pt,smadE atol PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: CARVER COUNTY SWCD F. POLLUTION PREVOCION MANAGEMENT The Containable) shall implement the following pollutkn preventich management m.suro an the site: 1 and demolition debris and lSold Wmkeite Cuss bed mairrdisposed .proper anal .most MINOR,.plwith floating debris, l requ desire, labfle, conebucrm other .alai moat be diapoeed of properly and must Comply xim NPOA tlispv.l requirem¢nts. Ither.rtlwa Materials: Oil, ,..line, point and any hazardous substances must be properly stared, including wconmry Containment, to prevent spills, Il or other discharge. Restricted ocaters to storage areas must be prodded to prewde vandalism, Stemoe and dispose of Tense with MPCA r Motions. re hazardous waste must De in d other eg , Runoff muel be eenloinetl and Of to o tlefina area of the s'te M1 delimiting wholes,low must be 3.Exlarnol -asking of [rucks and of a 9 dE rid . IB allowed ed Site. waste properly disposed of. Na engine P P4 9 Y r contains err a look -proof concrete without aatione mud be o n die warlee generated b co op 4. oncrata washwt matte: All liquid Ind , r C q ground water le considered an Ibv must o ales u enter Ou A ¢`tetl clay liner that tla¢9 n01 a liquids g containment facility or Impermeable Hoer. comp y werobons o linen. The liquid antl .did wastes ..at ,at comet the ,round and here moat with M .Hoff from the concrete Washout weaned t ll area. nch and solid .rtea mart be dlasposed of equipment property and n to with MPCA regulation. A sign must M installed edpcent to a«M1 without feciBy to inlartn commeb equipmml operotara to utilize the proper facilities. G. FINAL 1 rY17AnaN IV 1-9 or Port IV.C.61 Foral [ billza[lan requires all Of Pert. .C. I IIIZa11. of in¢ sll9 a S 0 One Pamieee a must ensure Final Stan a () t.Flnal Stabilization rescues not all boll disturbing activltwo, at the site have been Completed and all bola must be Stabilized by A uniform parmiriol veetat'ee carer with a density of 70% over the entire pervious carioca area, or other equivalent means necessary to prevent soil finfinum on&, cradve Cordillera. 2.M. Permutes(,) ..at ensure net the permanent aimmenter treatment system of all requirements in Part III, C. This Includes but is not imiletl to, a Mal dean not of temporary or Perm amenl aedimen lalbn begin. that errs I. be used aa pwmnant ale qtidr y management Cosine and Final construction or andeterefor of inRltrotion baaina All sediment must be removed from conveyance syetema and with permanent cover. dnd, t must is Stabilized 3.arl fa removed of IM1c NOT, all temporary q tilwhich and Permitted erosion prevotbr and sediment t wnbal ante n Sit ( silt.Fence) h leans of the site for which the Permitted as rspinable. BMPs designed to dewmp.m on site (wen ere soma must Compost rem)vM on the a P i Co be ten in eat MaN. omP M) Y erosion protection 4.For chain raaal conatrserate only, it hog been lots are eted and t Melly since h d it the slructurMe are OwFer, & temporary p antl dawn the L pari"H. contra. Has been comW th and Ina res, W had been sad to Me M1omeowner. Aar. bad INS Petrifies must 9 d TRRa}lEB OI. wmr of SM .it tor, m Feet Sheet ta live h.nre. venal b inform the ham. the NPCA's �NomeoWner P distribute rmseent cover. B. Far cbe Moro pl sand y i lane used for s0ed land Noasea (ang, ctionses eceosa crop or range lend) FMeI StaDlllzadon D n ttlets um] vat may be ampl'vhed by returning the disturbed land b its precanErva a sg e 8.. Permission god i may terminals pelmet .average prior to oemfore n of en mmtruanoa aelivity if an or Na Yolbwlag cdMil"mna err. suet in edditka M Pert IV, to Lbmsgh Pert least N end where applicable, Port Iq, G.4 or Part IV. C.6, a,At least (by Soity pas career for at kebL BO days. Is. A[ IenE 901: (by Brea) of ntl originally proposed construction aelivity him been mmpbled and permanent .over Ntabibbed .n Lb.. e areas. 0.0. a where con ture.1 cos SOMALI b cot NoaPlele, ,emotions cover bee been .. eblbbed. KURT D. QUAINTANCE, P.E. - JAMES R. HILL, INC KAREN JACKSON . 1 , -.: 1- .. . ,. .L4.. ;' N, t t Y't tmYh r`.,.Il' p .. , e tIl ; CIT r'E;t' ' If. IW J. L6'I: I Pa' ; L r,-EG -t 1E t . a hQ._ ;4 liOF k Ror * 0 = 00hSICION EtJTRAN�.- motor 1 f FRGHF=:RING DEPARTMENT °1"H NO.: 7-7 rkw Q l,:H_1,4PE'w .671 `V' �C1 I " I I E P)': , :: F a '1 rl.,AL. d: I.: .,_ ...... A !,I ,.., _ 1. n ,... I -. m .n,,.r x. . 9.,:;:. „- _ T--F ::a'x: I n... _.:. ,., .:.,, ,. .4 F .F n A _ I Ir - - -.. . ,.. 4trr ''JI, , -" ... . I c'.a I-r n.'4e.;.y V- . I h. ,: is :T't . t -,, "' JA l`� 1 I. " . rf fl ..t t 1 "�"` f, I,, _^.11 IL_I%'4__r :+-I': JCL "+1-01.'.. ._a•L•G- L_• - . -. �A I'v. I 11 C'A-. ; t-LM':_ L, I -A I -a'; •:__ Id:-L a I_..1 I r. I_+_fa ttppLU -CH BAS N CA *IAII11[ CHOW SE-DIME-NT TRAP R-+3ID: 1-la ENIGINLLFi NG D=PARIV'ENI BA'F W., :-_ . 91= MAyF7;a7FkC �,r11 1,V. JOSEPH SHAMLA, P.E. - PROJECT ENGINEER - CITY OF CHANHASSEN TERRY JEFFERY - WATER RESOURCES COORDINATOR - CITY OF CHANHASSEN TEDDI SEIBRING-TROFIN - MPCA CHIP HENTGES (952)-890-6044 (0) (612)-508-8890 (M) (612)-239-7024 (M) (952)-227-1165 (0) (952)-227-1168 (0) (651)-757-2719 (0) (952)-393-1146 (0) 0 = (n M re") LLI Lr) w >- -.4- Z vat IIIIIIIIIIIIIIIIIIIIIIIII J EO ■iiiiiiiiiiiiiiiiii I O 5 N 00 I V I DE m C-4 Q/ W LIJ (V X IndQ Z� l ^ V tI� F- Zof- o ItoLLJ NT EO I C] CM 00 00 U-) FM LLI ci M Z cc Z 3 W Q J c::, o Z O N d E O m I- d 0 T y O - N O_ 0 "N- - WQ oN z 1E�0 In3 a ',C SO O, ,P0 c Our- o 0 o m mO ��Cy0m wTmO o N N +i CY CT OO OY V _U T O -O 75'D O d V QI dove TN O _ c N U U J.- g r Ol N N 9 Oh O r 0 A� E L0 Z 1.-4 W � U M © � � LU L'J W A �&4 >'' a OK w W N a QM �OZO n%N " �W r W W = p� O rw4 z 04 u x O &4 0 T/'10 '-/� Z 05 V1 V�t U Q0 /y O W Ir..�,i O 1 aF-� I� U3 DRAWN BY CJK DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT 9/07/12 PER CITY COMMENTS CAD FILE 22502-10ERC PROJECT NO. 22502-10 2.2 SCALE IN FEET 0 20 40 60 1 inch = 20 feet EX. SSMH RE 1006.33 NV 992.66 \ SSMIH RE 998.00 INV 985.40 s BENCHMARK T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET / ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. / ELEV. 996.62 ti -r - r T 33'8" PVC 4 2 00% STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING STMH 102 6.97' 48" DIA. R-1642 STMH 103 7.13' 48" DIA. R-1642 CBMH 104 3.82' 48" DIA, R-4342 CB 105 2.50' 27" DIA. R-4342 CBMH 106 6.06' 48" DIA. R-3067V ` 5 Sti 5 L� �U U C CB 105 0 L 64'-15" RCP 0 14.13% 1 INV 984.39 - RE 986.60 ; s` INV 12" 984.10 �y °-; o---c----°--�-� f I. „,„1', ": - EX CH 2A ` RE 987.84(PEA ROCK) �/ INV 12 983.78 o INV 4" 984.28 / T--r 76 LF-12" PVC;' ✓ „ / `" k , ; \ \ SDR 26 ® 0.42% V h..,.. .J 'j/ /( e a .a: + "5, ,.- .,I S ,'g, \'I o 5 �\ .^,•d 5 ral i� r 4" PVC SCH40 RISER Ie .I'- `� ' ='�- a>--'= > ROOF DRAIN W OPEN - y., 77'-12" PVC / ti GRATE & 900 BEND �ti X / U RIM 989.20 € "9 ©0 42% 2 I -. 6" PVC PLUG NV 986.00X / \ i f NV. 983.4f <,z .i< M, 1 s, �`-IS r x- h5 j I V i 39 LF-4" PVC SCH40 �r " x , � , I � o - ® 4.87% 3 �< EX CB 2H 2 � RIM 987.84(TURF) INV 12" 983A6 j /42 LE-12 PVC NV 4" 98396 a r _ r 5 4" PVC SCH40 RISER SDR 26 ® 0,76% 4 V ROOF DRAIN W/OPEN CBMH 104 GRATE & 90° BEND �. RE 987.60 EXISTING BUILDING l I 4 s FFE 989.� , RIM 989.20 INV 12' 983.78 , I I r , , 10 INV 986.00 �� yV NV 6" 984.v T 22 LF-4 PVC SCH40 INV 4" 984.10 � J OUT INTO EX CB 28 &CONNECT 8.64% EX STMH 2C �� . u' 1�" PVC << r r : WITH 12" PVC �., u I ---�.� ®Q. 71 % I DOGHOUSE) � INV E -57 I INV W 983.48(EX �- - 4" PVC SCH40 RISER �S 983.02 > > �, �/ INV S 983.46{CUB; NEW DOGHOUSE) cr I` RE 991 ,ram �� /f IPLUG EXISTING r / n ROOF DRAIN W/OPEN 6"x4 WYE it 0% 6" TEE CROSSING S �f J GRATE & 90° BEND FIFE 989.2 x I' I' 1 NV 984.93 n ,-.�,; � e' 01� ,�;-� /�� (SEE DETAIL) f/ - RIM 989.20 4" PVC SCH40 RISER i I':6'-221/20 r � , j Pt RIM 989.20 � ROOF DRAIN W/OPEN 1/2° REMOVE EXISTING 6' PLUG & / // \\ 19 LF-4" PVC SCH40 GRATE & 90° BEND %i END CONNECT TO EXISTING 6" DIP WITH "v( l/ l s RIM 989.20 ,7x,� l?777" 6'"-22 1/2° BEND(MAY REQUIRE / INV 986.00 ;i;6"x4 WYE \ SLEEVE). CONTRACTOR TO VERIFY )` 11 LF-4" PVC SCH40 '%i l' INV 9$T5a6g %i w ' EXISTING LOCATION &ELEVATION. / I �� j 0 9.73% i•il �,il-�.J1 �I �� 6" PVC SCH40 RISER 4" PVC SCH40 RISER U , 63'-12" PVC' ROOF DRAIN W OPEN ` / ROOF DRAIN W/OPEN �� / t- I _ L _J_ o GRATE & so° BEND 1.22 a , GRATE & 90BEND '� Iy NOTE : CONTRACTOR TO COORDINATE PROPOSED "I - I _ - STORM SEWER AND WATERMAIN INSTALLATION AND j �� NV 986.00 EX CBMH :2 �V 984 OPVC SCH40 - -- - F? I' V �_ -� _ 57 LF 6 PVC SCH40 RIM 988.9ffi ° CONNECTION, AND ABANDONMENT/REMOVAL OF ('I 3.33% INV 9az.78(E) 15.71q._ s, +- i EXISTING UTILITIES ERVICE OWNER EXI TO MINIMIZE ill 65 LF-6' PVC SOR26 1.00%, INV 982.48 © I E '(INSULATE ENTIRE LENGTH-4" s,a NV. 9822'ST�� OFF $9"9!I 100 , N ._ - __ -- I DISRUPTION OF /ST�H �� G MIN. THICKNESS) k 4" PVC SCH40 RISER ENE p V ,� ri l ROOF DRAIN W/OPEN NV, 98..J� `� c �ti f r GRATE & 909 BEND 6"- 45° BEND & _ e�I {aV{', .v RIM 989.20 6r,_ 22 °BEND Q ✓ . I. �o>: J, EX 6° PVC PLUG r u n � INV 986.00 s.o' � I I � , - �'- ut � ' I , / INV. 983.20-ESTIMATE 15'-6" CL52 6„� °BERM %f✓ J . / ,, l f / }, 26 LF-4' PVC SCH40- 8"x 6" WYE INTO EXISTING 8" ® 6.62% „ b 4 / _ ,E V SANITARY SEWER & CONNECT. a DIP S& 6" PTEE F1�%C SDR 26� 9 - L r.. i �G X /, �O / s �t r I, .,, „,STA 1+00, INV 981,50 ; , I INSTALL 6"x 5" TEE .CONTRACTOR TO VERIFY EXISTING FIRE HYDRANT o � �, � _ k 1 LOCATION..& ELEVATION. & 6" GV. 6 -45, BE, ,5`,, GND ELEV 986.00 ,; - _ ., CC- �. 5, ROS � DETAIL) SEE 1 ` ✓ '� �I- �� 1 r PLUG EXISTING ST lid 102 6" DIP ^ / I • c> 52 LF-15 P,VC RE 987.78 REM988 21 EX C OXII i + V l L 9 RIM986.6) Ili,= p b\ SDR 20 �i0.84% r" I p�P INV 1a80.81; A \INV 15' 981.Q8 !p'I�� 9'.`�.J_4 / / y �F 'r1-1 CONNECT TO EX CBMH 1 INV 4" 984.28 INV 12" 98,3S _ -- - _ f ' 24��5 M\N q7 WITH 15° PVC - = - INV 980.37. - - - - EVk VVET TAIL &CONNECT 0 XISTING 5° \ III - _ _ _ - - )F. . _ _ > 1` 6" DIP W 6"x 6" TAPPING - _ - - -- -_ V0 s.b 1 -11 �3'SLEEVE & 6" GV. CONTRACTOR T 6"-450 BEND / 'VERIFY EXISTING LOCATION & Q - - 1 iI ELEVATION. 0 6'-22 BEND > __ --EX CBMH 1 `n , �_ a > > 401'-24" RC (SIZE 254% NM 979.17( (S DIP PLUG ti 3H CUT INTO EXISTING T STORM STING OPENING SIZE NOT VERIFIED) 36'-24" RCS ` I' Q ' SEWER &CONSTRUCT CBMH 106 i ti INV 980.37 N CX DOGHOUSE),I R,:. ,r,---- VER EXISTING PIPE r p MIP - NOTES r 1. ALL STORM SEWER INSTALLATION PER CITY OF CHANHASSEN SPECIFICATIONS. CONTACT GORDY STAUFF(952-227-1166) 48 HOURS PRIOR TO CONNECTING TO THE STORM SEWER. -EX. STMH RE 994,192. ALL SANITARY SEWER AND WATER INSTALLATION & INV 984.3.34(N) : TESTING REQUIREMENTS PER CITY OF CHASKA INV 984.24(5) SPECIFICATIONS. 48 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CONNECTION PERMITS MUST BE FILED WITH THE CITY OF CHASKA. HYDROSTATIC TESTING FOR THE WATER LINES WILL BE A 200 PSI TEST. FLUSHING WILL BE ACCOMPLISHED WITH 3" MINIMUM DIAMETER r_ HOSE. 3. ALL REAR YARD CATCH BASINS MUST HAVE INLET PROTECTION INSTALLED ON THEM IMMEDIATELY AFTER INSTALLATION. F 1 III. 4. INLET PROTECTION (WIMCO) MUST BE INSTALLED IN ALL PARKING LOT CATCH BASINS UPON COMPLETION OF PARKING LOT. 5. ALL HYDRANTS TO BE WATEROUS PACER WB-67-250 PER CITY OF CHASKA SPECIFICATIONS. HYDRANT THREADS TO MATCH CITY OF CHANHASSEN SPECIFICATIONS. _ -303'-15" Rcl 6. ALL EXISTING SANITARY SEWER & STORM SEWER RIM s.10 o & INVERT ELEVATIONS NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. / 7. ALL STORM SEWER TO BE PRESSURE TESTED PER SEX CBMH 4 l^I- CITY OF CHANHASSEN REQUIREMENTS. RIM 987,41 i INV 4" 983.5 INV 1s" 978. 2 < 8, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL n \ II ; � L , , PERMITS PERTAINING TO WATERMAIN AND SANITARY _ SEWER INSTALLATION. r 1 9. ALL DIP PIPING TO BE POLYWRAPPED. I 1 i I I II , I CROSSING #1 r Y 4" PVC SCH40 ROOF DRAIN C-{MJ INVERT 984.94 I V , , J ( y > NSULATE AS TOP OF PIPE 981.03 NECESSARY (4" THICKNESS) 6" DIP CL52 WATERMAIN L J r I ' I C�, < CROSSING2 .EX. STMH RE 983.36 NV 972.78(W) INV 96&7B(s,N) 12" PVC SDR 26 STORM SEWER INSULATE AS NECESSARY F (4" THICKNESS) EX. CBMH 98 RE 1.17 NV 976.19(SW) INV 967.09(NW,E) l `VZ r ----, E 986.06 TO ACCOMODATE - �T �r _ 7 ,t.-� --, ;`F. - r , �� ,T ,�.� ..,, _; - 'sr.T-..__... aT• - 1 -_. T _..__ 'i_, T .- r __7_=- >� -a ti lea n L - NV 980.00 �� -PROPOSED 15" PVC PIPES --= EI_�( u o a., _ _ r�9. .: _ _ Er -CONTRACTOR TO VERIFY EXISTING_ ,� __ o %�f f _, - - - �_ _ Vs, ,. -��VAU I o - v V - -- -6-, i LOCATION &ELEVATION. <, � � '-- -C`-,- .:_ _ �---�>--- �- y`"6ro ,a->-- �,, -rFo uFo -r r UFO vI} II _.---------------- - _ __ 9,� -- - -` 244' 8" PVC @ 1-939 /E - 'Z >. '..�.. uFa F.O uFa E ,yam %.��cr-uFa ur0- - . - �'-- +, Fo a- -- _____ __....___ ___________ - ./., s:..-.7>` - U UFO IJFO U UFO l -U 0 -- ___ --- _-------- ----------------- -- - I,....hl;l�i __ __ __ _______________----_..-.------ ______ _ ' - - - -- - ns'-15K(;P 2.75J A" :..SSMH+ w rs' � ISj oT = F .»f�IFd ; X {::BMH � ' � �, 38 27 RAP L8?/ �- [ X. CBNI ` f , Jc3-25 R. 986 6 ; �'� � rt"� ` �1' ,s,. �,.. 1` , , a>. ,...".. _. �., ' N� 0i:5..'�6 , _ NV/ 979 9:) �1 98.i �>C, � � �) � . � (9d3,21 a � � W 973 J0 2 8 � _ RE 981,0D m a + NV 917.E 3 „,,, .�• :� x 9Y6.13 INV 976,83 r. 18" MIN. CLEARANCE TOP OF PIPE 981.39 EX 6" DIP CL52 WATERMAIN ■ o " � r7 LLJ Z N .INIIIIIIIIIIIIIIIII N o 00 Ln z N m v LJ C,4 a :m Z Z � � W o \ - D cn W c� rn cc z w z un E 0 a o O U 3 N z m Q Y 0+ V 0� O U Y >,oa -1 m m a'o o w m I 1 0 fM �I ; �' z w a o �w z �ya Nj z A� F+ a Hz LLI i--i o Z o U© �� o V) z � AZ wo a U) _e 0 _ESI I i ----- rl�l/f � \ SITE DATA / 1 EXISTING/PROPOSED ZONING PUD SITE AREA 3.08 AC. 134,050 S.F. EXISTING BUILDING COVERAGE KENNEL BUILDING 12.5% 16,711 S.F. _T % v TOTAL OVERALL BUILDING COVERAGE T L _ L VET. CLINIC & KENNEL BUILDING 18.7% 25,121 S.F. EXISTING PARKING COVERAGE 13.0% 17,388 S.F. I C TOTAL OVERALL PARKING COVERAGE 20.4% 27,303 S.F. LJ L _ EXISTING IMPERVIOUS 37.0% 49,549 S.F. A I-) II� /� I-) I- j\ A I I N I /\ I ) �f � I ) � /\ I TOTAL OVERALL IMPERVIOUS 52.8% 70,717 S.F. - v li7 Co s CONNECT TO EXISTING `rc./%/r f' // f,�✓�rjj FENCE I 5.0' RAD ENCLOSURE f ' � Y ,� Ll 27.pr I v 23.6 , 23.4 rc\. I`5 ? .'/t '/' I.- �'.. o. pj-<5.4 KENNEL t v '', V.,. tt e r J f/✓ 5� _I /:k s. C_ I ��. �.. xl 5 _ti' "v�,r,„s. .✓.�;r .'r f// � d' ' , 5�.i 5s ' � �-� 51.3. .8, 7-7 \ J :�(. I � 8.0' ..i" ➢,s-7E�-_s„-k �s._U - r ff i�t f J� .�.?'li � - '. a °�/ C 1 , HANDICAPPED PARKING SIGN I r. } CONSTRUCT CONCRETE PEDESTRIAN RAMP -TYPE 2 I , < � I s. ` � . 3. d 5.3' � + , ,'� ° I / I ..,rS f I V 1 Y s of -. il_ ,j; r 1 y r v r, �-S.D' KENNEL/DOG -..-, ��IT) 4; H" 7.S, '. f X f / x i . DAYCARE VET f D CLINIC 44 DA�r A r V � / I l I a7nr>T�s ,� ,5/ �I � �. � < Cr rf ✓ I I ;. ( 8 410 SF5.3: __ � 4' GALE I Ir ll y, SURMOUNTABLE CONCRETE- { CURB & PUTTER '.5 ' 5.3➢ tom' 12' GATE''. � /�I�/ I J /, - _ shYi 20.5. _�/ \� is .} Tn4 { r 4' GATE 3. U � 4 , N ,, r� �/ I'• , "� Y I 5.0 RAD'` � ti. GARAGE a CONSTVALLERUCT CON40 i t .�..IFI I� k EMPLOYEE ENTRANCE SIGN O3.0' ' �.0` - LF Yk, s$ .?=`,' 1',. .4 D'is ?I V s, Off O. II s/��. f %% rr Ira sll ,,._.&'J 1 5 5 .Y § 4 I I 1 :.I Ii•e . I I SS J ,,I I' U I�� Y i ' / I^_. e O 5 f :< I ,• I iJI �:i i gyp, r �,JIP- IIPI ss �, ,? e.<' s ,�. r✓. ._5 :5 f., .n ..< 45 4 y' O < 4 .:5 4 _ Y'„rvaI 5.''L� _ n.' __ f __3,:1 "'____'______ k. ---- - }, s- s{ ---; �_____ J •<'.y J_.,'t s r { 20� r .: 29.0 � .., ,• t III _. ''' I I I I I III v 18.0 12.0--p r , h ,$ • ' 5.0 RAD {F_ I v ; " ^I P r-.. : : ,.,=A':�i.d. •s , ,,, „ , , ;� :: sy* <, w . I I i i , ,_.fir ,, I.i I I I I ;. I.. I'I r I i I r, �GONSRUT GORS r., RAMP TYP v RAD 1l� RAU r d �,_?.i -I r t,. -- n^ 7 n^•4�r' kS... >?':, r ----- _ '7 -- -. C C yi � v , N T , o obll- onP UHH OHP- OHrUME` 77 PARKING DATA PARKING STALL RATIOS: OFFICE (1 STALL PER 200 SF) VET. CLINIC (1 STALL PER 150 SF) KENNEL (1 STALL PER 1,000 SF - FIRST 10,000 SF) < (1 STALL PER 2,000 SF - REMAINDER) n L ■ O M M W to w� d Z N ID o N 00 z N m W W o x < Z Ca k Z � � WCo o o rn 00 y N Z V v ccZ 3 w J o z 0 N � - - PARKING STALL CALCULATIONS: OFFICE : 711 SF(EXISTING) + 150 SF(PROPOSED) = 4 STALLS VET. CLINIC : 4,050 SF(PROPOSED) = 27 STALLS p / KENNEL 16,000 SF(EXISTING) + 4,210 SF(PROPOSED) = 15 STALLS 1 L p y N j ap o 0 J REQUIRED PARKING STALLS: p a a = o T U O N - 7 TOTAL PARKING STALLS REQUIRED 46 STALLS ° TL v� - HANDICAP PARKING STALLS REQUIRED 2 STALLS Un .O a� J - \ REGULAR PARKING STALLS REQUIRED 44 STALLS ,U N NN N O "u a J r N v'N p,p UK1 PROVIDED PARKING STALLS: r / y TOTAL PARKING STALLS PROVIDED 46 STALLS C- HANDICAP PARKING STALLS PROVIDED 3 STALLS REGULAR PARKING STALLS PROVIDED 43 STALLS Y� I G PARKING LOT ISLAND CALCULATION: 1-10' WIDE ISLAND PER 6000 SF OF IMPERVIOUS PARKING SURFACE ~ 27,235 SF = 5 ISLANDS L-J r_ N i y i <I r � I SCALE IN FEET 0 20 40 60 1 inch = 20 feet BENCHMARK r T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV, 996.62 NOTES 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.5' X 9' 3. ALL HANDICAPPED PARKING STALLS ARE 18.5' X 9' 4. ALL CURB TO BE B612 CONCRETE CURB & GUTTER (TYP.) UNLESS OTHERWISE NOTED. w� M T� a �w woOV z o I�'Q A�5 zEr�w �V) oo�o kN � mz: U � z a� �' 0 0 N T � O 0 V o Z � wq Ao W0 V! DRAWN BY CJK DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT 9/07/12 PER CITY COMMENTS CAD FILE 22502-10PAV PROJECT NO. 22502-10 4.1 ti' I �r NOTE: USE EXTREMEITHERE CAUTION WHEN INTAW BUFFERYARD PLANTS ARE UNDERGROUND UIN THIS REGION. CONT GOPHER STATE ONE AND HAVE EMERGENCY CONTACT INFO FOR I FIELD CRENS IN CASE OF LINE BREN ROCIK MULCH FROM BACIK OF CURB TO FACE OF RET. WALL, _ 0 1. 1 o I� 3 S• A , 11 i a K f2-1 (MNMLM WM ALL PLANTING.LX ROES NOTAPPLY VALUCR ARE AS DIFENRIONS INWRET FLAMING FOLLONS BEM A NE /D aN1E0 !1 BORLIDPEor T u .,.lag •�'• `"•' 1 „•,•„r enrxm .mm AL__ v 'M16 vemmnnuw.ronn.vrm muxnrvmx� ^'orc.omio.rcmx. PLANTINU OETAL5n NTIN. LOCATICN5 CONFEFTOLN TREES DEc:lEwlsa ORWrtiTAL Tf£ES All— 1-11 oEao s SITYlB9 W... x W°r�x w wuwrv. X A waeLvvwwWxsxw RWre°w¢ cox R' ` MY61"[V[Nxnm[ uIN. 3' L OTT IIQ _ VINES 5309 I PLANTING DETAIL 11 a PLAfPINppBTAIL PoR5IEEP SLOPES � wxe.nw,uuc �E v°�Au • MEATET.,ELTL(CARAI B FALL II�Y rMw z, ® 1 11: a °X +wfx x7°v: PLNPINBCETAIL FOR M955 Pl k"M BMS OPIIINJMPLANTING OAFS ZONE IN NNLSOTA ZW z o" Zdl� 3 m 9 '� rlumemx ZoNr GRao,roroxaulmv. MApXYml�rtAMEw.w[ °Wxw w� AGEMPTAELE..(ti 1... LIMT,S OOUPCE: O.e.A.PIANFIWiTRNRRE O . ENGINEERING DEPARTMENT NSTALL TILE DRAINAGE INSTALL WAN�atAR FRIER 0 my INXwIPP'�Yu fslEflH.tl >px sworn. INSTALLRNIIIII 6 r°AmaA °r-ft °ve, "ms uin�eri aId`a'titlrom ALTEfAHTNE PIANPNOOEFAIL9 PoRPI%%RY gNlt£O SOIL MUC*IPl CENEMOE-NL 5310 I PLANTING DETAIL Landscape Notes: 1. Tree saucer mulch for trees outside plant beds, shall be four inches (4") depth natural single -shred hardwood bark. 2. Refer to civil plan sheets for grading & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown unless built conditions vary from plan. 6. Adjustment in location of proposed plant material may be needed infield. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall he held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiences to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that sail and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Fencing: a. Atop Retaining Walls: 6' Blade Vinyl Chain Link, to match existing on -site from Phase I. b. Surrouding Dog Yard & Street / Sideyards: 6' Cedar Privacy, with lattice top 2', to match existing on -site from Phase I. 13. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 14. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 15. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. The landscape contractor is responsible for utility location verification. 16. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process and coordinating their work scope with the general contractor. 17. Plant size & spades substitutions must be approved in writing prior to acceptance in the field. 18. The landscapecontractor shall furnish an Irrigation Layout Plan for head -to -head coverage of all turf and shrub planting areas. Use commercial -grade irrigation 9 Ypl 9 -9 9 equipment and provide product cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinate irrigation connection point, controller, backflow and valving locations with the architect & general contractor. Irrigation is not required within the native seeding areas. Connect to Phase I irrigation system and ensure no gaps in water coverage. 19. Bid as Alternate the relocation of (9) Phase 1 trees in the Phase 2 construction area. Trees shall be moved by a mechanical tree spade and are to be fertilized and mulched with a 3' saucer of single -shred hardwood mulch upon relocation. Insure spaded trees receive water for the first 2 weeks of transplant. Relocate along the north hillside. 20. Native Seed Area Mix: ®MnDOT #350 Urban Prairie Rate: 40 lbs. per acre Application: Drill into compacted seed bed and anchor with MnDOT Type 1 mulch at 2 tons/acre 21. Unless otherwise notedlindicated, plant beds shall receive 4" depth of 3/4"-1" dia. washed river stone mineral mulch over fabric weed barrier (DeWitt Pro 3.2oz. Needlepunch, Nonwoven), per detail. Submit mulch sample for Owner approval. Do not install weed mat under perennial plantings areas. Stone to match existing. Planting Palette: TREES: Qty. Key Scientific Name Common Name Size Root Notes 5 A Acer x freemand Teffemod' Autumn Blaze Maple 2.5" CaL B&B Specimen 3 B Quercus bicolor Swamp WTue Oak 2.5" Cal. B&B Spring Dug 9 C Malus x'Prairie Rose' Prairie Rose Crabapple 1.5"Cal. B&B Specimen 11 D Amelancluer X grandiflora'Auturnn Brilliance' Autumn Brilliance Serviceberry 6' Hgt. B&B 3-Cane Clump 1 E Picea glauca densata 1 Black Hills spruce 6' Hgt B&B Full Form 2 F Populus tremuloides'NEArb' Prairie Gold Aspen 'LY Cal. B&B Specimen S RUBS: QLT Key Scientific Name Common Name Size Root Notes 6 G Taxus x media'Tauntonu' Taunton Spreading Yew #2 POT Healthy/Full 24 H Juniperus sabma Savin Juniper #3 POT Healthy/Full 24 I Aroma melanocarpa'Morton' Iroquois Beauty Chokeberry #5 POT Healthy/FuB 20 J Cornus stolonifera'Farrow' Arctic Fire Dogwood #5 POT Healthy/Full 29 K Spiraeajaponica'NeonRaW Neon FlashSpirea #2 POT Healthy/Full 60 L Catamagrostis x acutiflora'Kal Foerster' Ka L FoersLu Feather Rmd Grass #2 POT Healthy/Full w : M PAD .M`� : s . M Vie ° W s •w ._ "_ � ,R, i••3w% lE s(8, f,uw[e ,o ,I[ air®E a ,I[ [ corn xwx uw`"�ni'wxOti,rcR `� RMFES1x.V0IY NX Nf tWlE tlw MU "¢ ,✓EVI0e1 nn tw"i 11P' _d 9IDlU�wrSx nw1Yj nRRws. cA°uLvwo,/e' x�ndN _ ,-,ar ttt wu s xnw w nr,u srus ARMEN., x ra su wS.oP TS wRro .1ERT,, a Y•N, OISr`ni'Bri.4 M1a' x�d m% s mE ail[e N C 2 ni �av iPNIW TAR RE ,aM I.T. w,wx4�.:nao4'ir` .., Lam"; ro IE m rowxi°a.� r.P 7�' d'm::m. ran.m... El MOW UIONAT RODENT PROTECTION DETAIL (OPTION 1) ® 9S t 'tlDLmxon� IFM � a T .,TRNo mNA r��n FIR-L.,.., ATE �K d Elm. ,�TMP core. RODENT PROTECTION DETAIL (OPTION 2) T4 Al I,dcMw e Tl 3 a uw S b c',•oc 1 F[tw °Gv'�"ETAI-nue uo..°wssi �Dr°AwAYDi T. G.ateM6[5 _ MT r ... Fczi lA RR1 i,w Dx�"n«`� OR Dr R w IT "��I�"�r.ERED�,","N°xE-4wxr�ln'r° SEFOLINo rREE sNUTER oErAIL ITS AFTER meM A xE 19E w./ C�a. w WE= ..'R16}0. ELEVA,vM µdddN nnw[D mA¢ +�4 con p°�`V'•mu[xD°uR RE-WN39 .TRRTT..li 6 JL sT.WDNID TREE LARGE MACANE TING SqL sr` STAKING /GUYING DETAIL TRANWLu.R THEE ENGINEERING ;WWI 5311 DEPARTMENT ENERms N07lxour - 1 R ro� PLANTING DETAIL Landscape Requirements: City required landscape materials are calculated as follows: Total Project Budget: $2.5M = $40,000 Req. Landscaping 1,300 SF Retaining Wall: $20,000 Est. Cost 325 LF Fencing: $10,000 Est. Cost Plant Materials: $25,000 Est. Cost Sufferyard Planting Requirements: North Property Line: Bufferyard'B' CTI'Y REQUIRMENTS: PROVIDED ON PLAN: (1) Ovcrstory Tree (1) Overstory Tree (2) Understory Trees (2) Understory Trees 2 Shrubs 3 Shrubs West Property Line: Bufferyard 'B' CITY REQUIRMENTS: PROVIDED ON PLAN: (3) Overstory Trees (3) Overstory Trees (7) Understory Trees (7) Understory Trees (11)Shrubs (12)Shrubs South Property Line: Bufferyard'C' CITY REQUIRMENTS: PROVIDED ON PLAN: (2) Overstory Trees (2) Overstory Trees (4) Understory Trees (4) Understory Trees ('7) Shrubs (7) Shrubs SCALE IN FEET 0 30 50 1 inch = 30 feet 90 OI C xE C tQ (� L o JAT TLO r J w oZ g E E Q.0 A C Q C a O CL 0 0 L to C C C rn V N � N in C 0M -0-0 N Ln T T .+ Ch L)@ W V Q tj 0 0 Q `aN %V N 0 � N '0M m t 41 Z M C 00 aE N N E V _JJ r 5 4 E m c a ro d Z ` TIT a M _ m o EaT ^. w c E p a a s c c u my oQ- E f m n� �Q o mc � G EX m m rIT, zc:y 3 n.9 E ZT o w It ITS m Q C c o a (L C N o ^L0 rh Ln Ln H w �� LLl (} o pj >4 a OZZ 44N �s E a AE U �Z W GIN A L zLd � (--N w LLF Oo U Q ��D/ V1 OZ w 1�10 w� a Vl DRAWN BY BH DATE 5/4/12 REVISIONS 7 8 U DATE SI PLAN 9 7 U DATED I LAN AN CITY RE UIREMENTS CAD FILE 22502-10L PROJECT NO. 22502-10 5.1 GENERAL GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA U E ESO A DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUC7ION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION PHONE-4 4- 51 6 5 0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800- -1T 5 2 2 66 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION, 4. ALL CONSTRUCTION AS A R N CALLED FOR 0 THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE A HA D CE WITH ALL OS REQUIREMENTS. S. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION F A CONTROLLED 0 0 ALL CO TOLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AN UPONCOMPLETION F D U O 0 THE PROJECT. 7. DENSITY TESTS HA ES S SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREET V S TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET TRAVELR WAYS 0 PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR D DOPTIMUM UM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS TRAVE L WAYS OR PARKING RKING LOTS THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 957 OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0,1't, 8- LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.3't. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 790 "LAND, DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE CFO TECHNICAL ENGINEER. 9.IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT SHOWN ON PLAN, IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS, 11. THE 517E GRADING TOLERANCE FOR THE SITE SHOULD BE OX FOR STREETS/PARKING LOTS AND 0.3' FOR LANDSCAPED/OPEN AREAS. SPECIFIC GRADING NOTES: 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLAN WERE PROVIDED BY JAMES R. HILL, INC, ON OR ABOUT 03/17/08 &10/5/09, THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHONE ON THE PLAN IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL. GENERAL UTILITY CONSTRUCTION NOTES: 1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITIES OF CHANHASSEN & CHASKA, MINNESOTA. 2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION, THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION, THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITIES, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY HIM, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR RESPONSIBILITIES: ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK, CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER BIRD, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511). 4. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET/PARKING LOT CROSS SECTION AND THE BUILDING PAD AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION. WITHIN THE UPPER 3 FEET OF STREET/PARKING LOT SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100 % OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED, WTHIN UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET/PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95 % OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF t0,3' IN OPEN SPACE AREAS AND i Ell WITHIN STREET/PARKING LOT AREAS, THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS, 1 THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. n V V D) T I nl iP FPN% 1F 3llITfl�,. I:gJ.'I:;n4. rre: I,LI IM3�xN Ilid t 'r ''fl'L�UW° F y' P39C NJD16 UFBP] INH. 2E Ell ol 11 .M+ IT Ii."IN- 11-1 I1NN L'. I 0'-0' Y] IP �'.L 6 2 4 TENTES-' T 4 :.M1 / 1 I.I r 20 �L 1 3L [I' T Ai"E4 MF2'I EL 3' 9 1FCRIVTtPrai 'V IIN 4�' 1; mi. ItiFIKI 0. ITAL AIA NI-L LFUL Na LJ IlI NLBE\L3AIDP" .'SEHHLB fly, WNEJ JITFLEF E4RY .lCTC141PCi0 Ll\'N 1D -RI;$T B_ L N\ , 1 a �rc n uNc.:•uulus aAv w"EBJ[•9 JS' tl \ TIA,, T n N yw1 'I W I TFusCUAcgpl.- VN A "N-. r A'1 i t � LA Ie1.SYll G1Y:t1 �•-- -'��lJ .w:: 11. 1:1 v vJ Fn- I-PLE1e NCREr-TH3U57 r H -1 Qr. BL(1(1(N. #Bonestroo a Iq.1Cq MINNEC-0rA NIAT 4 r IR -I y F r r r ELn LI ,reB � mm. b r. r L ^m _,OLL. Fill i� II I n I r.. } T,,, E1.L,I IVP..ills -i I -Ir I r-r r1 nt rr :N. r 1 T. a. r 3I I'li Dc'F JJI��.i;. PEEq.IIp: I„I-I.. ] :I LIP ._I �V�uyi1�LRrrp� MHOL= AI CASTING AVD 4NeMImORn AD,.USTNG DETAIL n ELGIAEEl DEEBT-11-I x n 2110 '3 G= rcl! vi vn_.. T- T - __ I I q.. N.l.., 1 _ , I slti' QIi4r TYPICAL CURB Sim AND GUTTER LNGINEEHING Jtl'AH%tlNl ➢UK,a. 5203. PROPOSED BUILDING SITE EXISTING --�STRUCTURALL BACNF0.L 11.11 YPKFB 'Index ALLFI I LGo LIII ..NI 1 • LIT"ITT f(:INUr sw[L 6f 4EsrrJ. uEc\nII nE .11Wv'f!Y wm!!r-. E,OLIY AmrFC.Iry OF, 9CNEII ��Ili ['CLNCR C%Tu4 N, ASK' II:'RS] tYDNIV-SN44 E}4ATFRVUF MfiEh ..4].J51.A-,, :'TP4T(PRrlE(Irr F.nn\TUFT FFn LIT", l"T: n \ 1111 11 rcn i nEl. T "Il Vr M1 Sit Y%NtP. M L IE..F E4 t YMOIL2 NCVSI£ CORE Ell V. FIQ41K. POP, IN. wciT,LNiAl rTT ELB r CORRYTI r fnmYF QL Pry 11 J tiv] .11 E ANT P-.fH%I6 ITT VRLlIE N N UA-ICN BEE r r Till Pr ThC 0; i Rr AIA IYPA,Wi 1111 .l= lBOFr Nrc lnr IIP . EII-O l- nP i(T i PIN'NIRNJW P G Iun lnl ICg1UIlU 9tNj � AI. UI IHF rYLtfiPN IEWU1v I'IA%jx r ' M.FParoneoeenKPrrruNue, 6 LIPAID 7 n ti dY S M1NL41 N. ,LA Nl „ In AR. F::NfP �.'ucFRrn'r. CP,£R'A'RE 2 UYEFS VE WLYE,HYIEI,E. al VALVE AND HYCRANT 11Aam'ILT,1 .Bonestroo INPAEl ION CHASKA MINNESOTA ' WpT-2 ar_z-ce.RrvP l myV[ PI1F 9FDCINC N POOR £+31LS _NGYNEEKINC U -'ARTIPEHT ru'c Na. 2201 I i+ L4: 7-1 I , r A E ari�r ST2CCi INTCFSCCTIC`J U VALLEY ` I l'Ip�p�pp� N4RET LL 4. TTEk Hl"IE, k'o � aLNG N`CR NG OCP,V?IVCN gym' i1z w:ls:a' xcvr-rs -:or. 52B'P VARIES - BUILDING SETBACK LINE r6" TOPSOIL rrFINISHED GRADING GRADE UNSUITABLE MATERIAL 11 -NON-STRUCTURAL BACKFILL SUITABLE ____` MATERIAL 1 BOTTOM OF UNSUITABLE MATERIAL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF STRUCTURAL MATERIAL) B/C �STRUCTURAL-�1 SACKFUL II n i rtAnlr ID' ...BE- it vouP IF cc t nu run u.l _ L..El ST11.1111 'w-usl w r BE " " tnl.'n aA.nit' 4}N 4Nw5Y l' :5 'tt1RMRni'Ci R'IP \ K LIYY'Lll D IYNiBI t CIGIR ]-II'V131 / I])F V rt}'dll It u , unuun Lac. 1At1 N OE rLE SC ILI IAKENT lVN1 A TAW NL S f1r'G Rr, Pr rlll t, 1'II H 4'lik 11l ) ^VV IVNI.1 r nlm wlvLx lrJ,IV iNl lwsiaP. (oe E,g;11i) CORPORATIONSPOTCU T4 LRB K. R6 lL rI ll, Lv P i n 1n kL 1.NFl JAti i, TLEBL ! ill E. V'0 h1]R I'll 111 `LLt WN4LL1.bIV Y. 4lLV1NAL O:L(:el.w z ,u x s nm, cu 2 CLB6 BOX HALL fYrE C rRCI1 ]fl' R19[ 1 AU PIPE UAUP[P a PI1 W3V LUR BORRCI mr2P [TOUT, E T 1Y111[Pr IAR4r n rP L,IB ir[T. ti 114' RHi I F41f R5TCP- [J AItTE/fY-CIT,TNttOR FUE RTALLFrOBPP1 rAm r n r n Tr3 m , PF flf% 1N.SY Pro fl r `P4TJSrVF1.-V- WATER SERVICE CONNECTION .Pail aryl F estroo CHASKA, MINNESOTA SER4 ez�1-ecmlc r 1 1 1 - t e=rl P rI . , -n1 IcnxL �r PIPE BEDC NG IA GOO SOILS RCP & 01^ NCINEEFING DEPARTMENT- BillPwclm., owwr��1 .Inez i7D7 I T\ r 7 Ali WII W 'CDESTRIAN QI.RR RAM' Ms.-E-ls ENGIA=ERILG DEPA4TMENL �A 4n`5G75 U Pyne@IlG\=rFCsj6jls. __ O r O To No es unt eLL¢ eumRew.I:pmoKul Ir 1[OlN:CnLfr[iG'. WJiI{ORi0III LIP" E MIT T, B,Q ,6rE nn^,, ill T .: V;TT ItER m1.tL1E11 10 65"1 1.1LOIlLIS \n 9{ elbe`E CCVJ.% \':1r 111 :,,. VL LL1IW NiVVIP IL '11 ITITAN ^LS IIV[1149 WE0. AC'JAhC:lO TGP IT 'l II N .,TNO.r Tr11\o / ill, 1 1 P h [] i .Arl I. l ! nrzoP uw mP F IUL}. I:'d IRr '1 iC: T, R -e nPCIUEI:'wx1,-_ n1. r rN fit nrap,i ollBEC108 `fi' NL:9J£ .U;1 \0. 596BFUCllLPNO. 6 p•CA E-�AMEPCY. IRCiY 9S 'PC, 1" EKENS-0IJ Ex Ln1Esx m "4 rut. IE n iB• 0 GP F EI 1r rwr rfi s tr=FHL !Nc a: P STAKEIW T 11 A\u I� nr1NR\IIITIIIIav C[:riFtgl Ck H111.. "Ell IElll l2' 3VCv2; ,,n _a• zs, N1 IIA1 1l'PPTC11f1" r rr mrc. sr bu eu gvAw', y,q PueeeR PI, IL" _ k L nLt\ TUB NI nfNl tx ITECb.TL VouE ANo GATE ueue: c. w:.wn! a° nc 1.111.111, . BYRYYE w1 _ I '1�1'�R�ig1III{11 Y+9 _ ]' Uu n WAIY.YA W.eU C IIPIEILILB RI'd I. � J e (vf nCGLU1G5 I@Y ALJUf P : I( iPr2 eLwx GATE VALVE AND BOX Bonestroo INSIgLLAIIN U I, POP CHASKA, MINNE50TA YJATQ Iv'-u1:0Vq _Hl , + I.1 - r RI r 1 1 W11Dr PIP' BEDDING FCR ".V.C. PIPE Iu. a@ctw+msPsccwoT_ EIGNEEHINGbLPARTMENI FUR Iro. 22.03 VARIES (SEE PLANS) 2% MAX L 61" CONCRETE 4"' CLASS 5 BASE CONCRETE SECTION 12%18%1/8" ALUMINUM SIGN WITH WHITE LETTERS ON BLUE BACKGROUND REFLECTIVE (R7-8m) O K5 SIDED POST OR 1 1/2" DIA. GALVANIZED POST. DRIVE 5 SIDED POST INTO GROUND OR SET PIPE POST IN CONC. BASE HANDICAPPED PARKING SIGN DETAIL ALE C 11 IT 11u66da. 1 LAII ZS TO 6E APP OV E' EY CAPER Ct .1 OF Lvl: Pl IBEFLI r 1 it M 1 1 r Jan'r------- -T l ___ 4 xl1rvL14r.Cn Rnc1 PULYfh[LF\OCILSEP u C[LOm9Jihnaw �Rr(iP RIC JR'LFN uTlI NCIE: PIPE EHALL BE CEN ERED. JNPEr 11=NPTIOI PALES)' 011,10 ILE FIT, . mulRPvm NP[L. ^arms Pr [vs lu +P rcura:-B 1 ; Nsuf:Sno DETAILIARrI IN 1.1 Bonestroo CHASKAf41NNE50TA We n z-mRRe I Ij ICJ{`TI 1 I. T .11 -. 4 1 1 f�� 1 •1 . 1 1 I,l I J 'JI I, ^ 11L J r. 1 /-� l e"1 11 l;' I TYPICAL 4' DIAMETER CA -CH BASIN 61ANHOLE T11sm19_:o. rv� MTi ZC ,NI[O.\¢,a\TCC3411C; ENCINEERIR� ➢EPARTNENT ,",1 Oe l PP[RTFdE\E EL4Vl / APF.+4T "PC J n,.rnlr xrn Fnr 1 �g TYFSCJiL 4Wlanlrrrn WAI LR NJAIi4lV51 Al1A I IGN I# Bonestroo CHASKA, MINNESELTA ti A BL2-1'.FEE IF TYPICP,L 27' DIAMETER CATCH BASIN ufflwwc-nsN :Pcs:1Px ENGIN'ER N=OEp>.RTMErIi PIS In- T1p3 1.5•-2360 BITUMINOUS WEARING COURSE (LVWE4503DB) 2357 TACK COAT 2'•-2360 BITUMINOUS BASE COURSE LVNW 5030B ( 3 ) 6" CLASS 5 BASE APPROVED PARKING LOTPAVEMENT SECTION PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION L IL nnuwem Im 11 tA1.L.eLR �" iIIIFP 6RIL 1j e TE a IIA' F�lIvv<alie, i. a` f N,`JR SrY. .SEF NY. W TFr vr. CCT rnPv ,w RNPr 2 EICFC 1 PER rVCi NININ ,9 Y LOCME LALLPPEEFILLBEBEPPED NCrv41JLURBIMBI 1E412P� IXCEPTI IC IG -iN R[All EPC CCFAs[ LIER AGERECT2 1i Y)I S. NtN )419Y nlFill ':n111 BE I ILF )Vi rINIIII ILil ` DrIESCRICCTTICL.LFIICr TIILSLAVCL IWIS'. rrr V e.4[I,rR\'[S III'iM1llti rti.: r6H tr41 VHNI nl P-Al I rl:. SEVVEP. SERVICE CONNECT [ON a- ran .#Bonestroo CHASKA, MINNESOTA " SER 1 'TENT SITE ACCESS TO HDCP. RAMP SHALL MEET 1:20 SLOPE HDCP, CURB RAMP SHALL MEET 1:12 SLOPE DIMENSIONS SHOWN ARE BASED ON A 6' CURB HIT, ADJUST AS REO D IS w� BEGIN DROP SLOPE UP SLOPE UP END DROP r � y 3 z z CONC. WALK LANDING TO BE SAME ELEVATION AS ACCESIBLE AISLE PEDESTRIAN RAMP DETAIL -TYPE 2 HANDICAPPED PARKING SIGN BACK OF OF CURB P9 i LIP OF GUTTER n^ souD LLD Wr1ITE o'1 9 D w. 9.0, LU TYPICAL PARKING SPACE STRIPING ■ to M W UP) d- Z N S N 00 N C-4 fY] v ■ W W O x Z W o N EO \ d I rn EC 00 ED y N W c~i m Z OED z d E d O - aw Ill 0 ED p 0 u 3 Q 2 Q p o a L o v a N O O d Y 0 TL_ O 00 N � N O EN N ._ U) PPEI N C O U . a U Y o u U 0 N TN O m w s N N � V CPO DRAWN BY CJK DATE 5/4/12 REVISIONS 7/20/12 REV. PER CLIENT 9/07/12 PER CITY COMMENTS CAD FILE 22502-10D PROJECT NO. 22502-10 6.1 C I_1 �5 DESK SECTION A92 11 = 11-01 CAULK J-BEAD ' SHIM SPACE SET BACKSPLI AFTER SETTING PASS-THRU^ 11 A1� -OCKING WHERE ?EDED :)JUSTABLE PLAM t'ELVES 2LAMINE INTERIOR 3HT RAIL IDERCABINET LIGHT :)UNTERTOP WITH 3 ?OMMETS EACH CATION, SEE FINISH :HEDULE FOR TYPE 2'-0" PLAM SKIRT BOARD TH PENCIL DRAWER 'EEL TUBE SUPPORT II/2, TOP W/ ROLLED FRONT EDGE -SEE FINISH SCHEDULE FOR TYPE PROVIDE DRAWER WHERE INDICATED ON ELEVATION cr 1 1/2' P-LAM SUPPORT LEG DESK SECTION 1' = 1'-00 P-LAM COVERED TRIM I}' WIDE NOTES 'J' PLAM COVERED FLUSH OVERLAY WOOD DOOR FRAME CONSTRUCTION MAGNETIC CATCH ALL CABINET SEE PLAN FOR HORIZ. INTERIOR SU%FACES DIM. CABINET LINER GRADE P-LAM MAX WIDTH OF PASS i' TEMP. PL. GLASS THRU BOX, 6'-0'. ANY DOOR PASS THRU GREATER RECESSED SHELF THAN 4'-0' TO HAVE SUPPORTS INTERMED. is PARTICLE i' PART. BD. SHELF W. BOARD PARTITION, P-LAM ALL SIDES. 3 CENTERED. SHELVES THUS FIELD VERIFY DIM. OF i' PART. BD. BOX ROUGH, OPENING PRIOR PLAM ALL EXPOSED TO FABRICATION. FACES AND EDGES GYP. BD P:455 TI4RU UET,41L A92 1' = v-0' BII A92 It 9 A. JAMB STAINLESS STEEL CHANNEL JAMB W/ CLOSED TOP TEMPERED GLASS STONE CAP BEYOND U-CHANNEL TOP RAIL WITH SILICONE INSET FOR Xi' GLASS SATIN FINISH STAINLESS STEEL N 1 m I m Xe' TEMPERED GLASS SHOE MOLDING 2 Xt' WIDE X 4' HIGH, SURFACE MTD. SATIN FINISH STAINLESS STEEL A>; GL/455 WALL DETAIL A92 0 A. JAMB 1 STAINLESS ,STEEL W/ CLOSED TOP, PT. CONTINUOUS SPRING HINGE ALUMINUM TUBE FRAME, I'X2'XJ' PERFORATED ALUMINUM STEEL PANEL GRAVITY CATCH LOCATE AS DIRECTED BY THE OWNER 00 000000000 00 0000000000000 000000000000 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0000000000000 0000000000000 0000000000000 Oo0o0o0000000 0000000000000 000 000000000000- 0000000000000 0000000000000 B. ELEVATION 4 Ca,4TE DET,41L A43 1" = I -ra" 4 BI A92 PWD BLOCKING AT BEDS v MIRROR (SEE ELEV.) SEALANT SOLID SURFACE OR QUARTZ TOP WITH INTEGRAL SINKTYP Ix4Q5LOCKING CONTINUOUS UNDER COUNTER SEAL UNDERSIDE OF EXPOSED EDGE W/ 2 COATS OF VARNISH f WOOD APRON - 2X4 TRTD BLOCKING CONTINUOUS A FRONT EDGE O IQ ry SINK BEYOND PLAM REMOVABLE COVER IX2 WD BLOCKING 1 1/2' X 1 1/2' X 1/4' RECTANGULAR STEEL TUBE FRAME ® EACH END in 611 a OR SIMM METAL BRACKET 3' X 6' X 1/4' STEEL PLATE t BLOCK SOLID a WOOD WALLS WOOD PANEL AT END: MATCHES PROFILE BLOCKING BASE: SEE SCHED �3 LAV4TOR�- COUNTER SECTION Aa2 11I 11_00 PLASTIC \ LAMINATE BACK TYPICAL STON STAINLESS VENEER WALL STEEL SHELF W/ BULLNOSE EDGE A. SECTION B3 HANGING DOG QED A92 11, = I1-0 TONE VENEER is CHERRY WALL VENEER FLUSH PANEL 6'STEEL STUD W/'i' PWD. BOTH SIDES SEGMENTED METAL BASE L IGHT B GRAPHITE - ALUMINUM 0.040', LINEN PATTERN MOZ METALS 13RECEPTION COUNTER A92 in , iI—mn 3 I}' QUARTZ TOP W/ BULLNOSE EDGE C C PENCIL DRAWER C W/ PLAM FACE IUPLEX, NUTLET/ :ABLE BOX i i' 1, VERIFY RECESS DIM W/ OWNER'S TV SCREENS 'WD GYP BD ' GYP BD GYP BD. SOFFIT TO EDGE FINISHED ADJ. MELAMINE SHELF MELAMINE INTERIOR m LU U1 J W 4 � Q y ft PLAM DOOR - SEE ELEVATIONS FOR LOCATIONS WITH GLASS DOORS LIGHT RAIL UNDER CABINET LT WHERE INDICATED ON PLAN COUNTER TOP WITH `fl BACKSPLASH, SEE FINISH SCHEDULE FOR TYPE SPLASH AT ENDS WHERE INDICATED ON ELEVATIONS BULLNOSE EDGE DOOR OR DRAWER UNIT, LAM EXTERIOR MELAMINE INTERIOR. Q ADJUSTABLE PULL OUT m ha�llr�a� BASE AS SPECIFIED 7`'PIC,4L CA51NET SECTION ILESS STEEL U/ EASED EDGES TO BLOCKING ' STAINLESS I.NGLE BOTH L.L EXPOSED !DGES TO BE D TELEVISION SCREEN RECESS I" = 1 -011 2 1'-!a' NOS1INAL WALL PRECAST STONE CAP WITH RADIUSED CORNERS ST2 CULTURE STONE EACH SIDE, 3 %' NOMINAL CONFIRM SUBSTRATE W/ STONE SUPPLIER V CEMENT BACKER BD EA. SIDE FASTEN WITH MASTIC AND SC 4REWS ® 12' O.C. 3 V METAL STUD ® ib' O.G. �A;=Al Me AFTER AL STONE WITH CLEAR TALATION TNT'P I C,4L STONE PARTIAL 1-IT WALL N N 1 Ih A� r = V_v 1/4' <— -- SOLID SURFACE SILL W/ VENT OPENING EACH WINDOW 31, METAL STUD }' GLASS CEMENT BACKER SPANDREL BOARD PANEL - TILE CONTROL JT. TILE PANEL AT STORE FRONT Revisions Now Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adsi{ Signed: rNq Date: 09/21 /12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title INTERIOR DETAILS Sheet Number IS:If►a � 5 1 0 C 0 GENERAL ff 5UPPLEMENTARY GONDITION5 AMENDMENTS TO AIA A201 GENERAL GONDITION5 The following ssuhupppplements modifq the "General Conditions of the Contract for Gdrfstruction," AIA Document A201 2007 Edition, which shall applyuf to all work under the Gontil Awe a portion of the General Mitions Is modified or deleted bbu� these 55��pppplemerht��ry Gondltiors, the unaltered portions or the, 6eneral Gdridltions shall remain In effect. ARTICLE I: 6ENERAL PROV151M 12 Gorrelatlan and Intent of the Gontract Documents Add new paragraph 12.4 as follows: 'In the case of an IncorslstenW between Drawirnlq and 5peciflcdlons or within either Doa rnent not cia led by addendun, the better qquadIN or greater qqu�antity of work shall be provided In accordarnce with the Archltec"s Interpretation' ►��[I]f�r7!<i7:;i: �fT.*Q�%i •ter ARTICLE 3: CONTRACTOR Add the following paragraphs: '3.1.4 Independent Contractor: It Is a!gqrreed and understood that the Contractor is erforming this Gorext as an Independent Contractor. He has no auth� ority to hire any personai the Owrhers behalf and each person emplaced or used by GonGactor shall be the Contractor's and not the k employee servant or at. The Contractor Is fullyy responsible for all aces and omIsMons by himselfAierself and 1h15Aher empplloyees. work using hIs�besat sskklll andgbtttedbn�anHe shall�lc reefullyy Stud arnd compare all drawl ngS speclfratbns and other Ir115&tion2 and shna11 at report �o Archltect/E near any III not Inconslster or omission which he may dI er, but he be liable to Charier for da acIe resulting from errors or deficiencies In CorntractVrowm nfe s or other Instruct bu Architect/ Engirneer. The Contractor shall not proceed Atli such work until dhre€ccted In writing by Architect/Engineer. ARTICLE 4: ARCHITECTS ADMIN15TRATION OF THE COVRACT No modifications ARTICLE b: TIME Delete Paragraph &3.1 In Its entirety aid substitute the following: b3.1 'If the Contractor Is delaued at any time In progress of the Work an act or neglect of ft Owner or ArchitecE, or of an empI of either, or of a separate contractor emplaced by the or by the vc0Iia=�e1s ordered In the Work, or by IcfSor disputes, fire, ulavold9ble casualties, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine.' ARTICLE q: PAYMENTS AND COMPLETION g3 Applications for Payment: Add the following sentence to Snbp&bgra>ph g3alp:p�� or paunernt form 'andlGerttifkate fnt or Paymmenllntbe lSuppoortted by Al 6102, Ilcatian ited df;h7 All Doc 6103, Go ntinnuation Sheet subml In Ikate.' q3 Applications for Payment: Add the following clause to Subparagraph 43.1: 94:13.13 Applications for p shall show the cost of the work actuIli incurred theUactor the end of the period covered �u thegglicatlon for P and for which the Contractor has mode Mends prior or n to make tual nt for to the next Application for To ensue or � perfo mange of the Ag , the Owner shall etaln five percent (5%) of the amount of each certlfkate of payment. in be made until such lien all Ilers arising out of this Contract for the of all previous payments (subcontractor Iles waivers . qb Substantial Gonpletlon: Revise Subparagraph 48.4 to read: "...and shall fix the time within which the Contractor shall complete all Items on the list submitted by the Architect and In the Certificate to s tu (60J calendar ddaau�sThe Goritr shall submit a push list Completlon scheduldwithIn ten 00) days of recelpt of certificate of Substantlal Completion. Any cost Incurred by the Architect or consultants (after b0 calendar days of substantial completion) to close out the 5mlrcommence on the certiriea bate oe to"=toi c�ompoton of the Work regardless of my queen mauufacturers waraity unless otherwise provided In tree Gdrtifl tcate of Sub Qlal Completion.' Add the following sentence to Subparagraph q.BS: "The payment shall be sufficient to increase the total paymnenks to one h r&ed (Cr) of the Contract Sun, �leessss such amounts 05 the wrher and Architect shall determine for Incomplete work and unsettled claims.' ARTICLE II11u0:: PROTECTION OF PERSONS AND PROPERTY or Parr to Person Pro to the a of an Suf Inusr!y or lama to orro prparty; If � because of an act or orMs! of the other F for whose acts such ulSryleogral) resrasisle orr It either partti oco rlrg in aidmade d around thej iostructlon site writ n notlie of such inpp�ryy or dammge, whether or not inured, shall be given to the otfier within a reasonable time not exceeding five (5) days ofter�observance of or krowledge of the InGldent. ARTICLE 11: INSURANGE AND BON05 11.1 Contractor's Liability Insurance: Add the following to Subparagraph 11.12: 'The Insurance required by Subpar aph II.I.I shall be written for not less than the followiig limits, or othferwise If required by law: Workers Compensation: State Statutory Comprehensive or Carmercial 6eneral Licblli (Includingq Prerh[see pperatlas; I Gontrac Protective; Products aid Gompleted�kms;Broad Form Property Damage): $iOXp00 for Injuries, Including accidental death, to any one person In any single accident ors occurrence. $2,000,000 for Injuries, Including accidental death to multiple persons In any single accident o� occurrence. $500,000 for damage to property In any single accident or occurrence. Business Auto Liability (Including owned, non -owned and hired vehlcles): $500000 for In urles, Including accidental death, to any one person In any s le accident br occurrence. sI p0op00 for Injuries, IncludYq accidental death to multiple persons In any single accident 6r occurrence. $1,000,000 for damage to property In any single accident or occurrence. " 11.1 Contractors Liability Insurance: Add the following to Subparagraph 11.12: 'A General Liability or Umbrella Llablllty Policy on a claims -made basis will riot be accepted, unless allowed by law.' 11.12 Add "Owner and Architect shall be named as an additional Insured as respects the general Iloblllty and auto liability coverages. 113 Property Insurance: Make the following modifications: 11.32 Delete this par aph In Its entire . 1135 Delete this par cph pIn Its entire . 113h Delete this ar aph In Its entire . ARTICLE 12: UNCOVERING AND CORRECTION OF WORK - No modifications ARTICLE 13: M15GBJANEOU5 PROVI510N5 - No modifications ARTICLE 14: TERMINATION OR 5115PENSION OF THE CONTRACT - No modification ARTICLE 15: CLAIMS AND 015R1TE5 - No modifications END OUTLINE 5PEGIFIGATION5 OUTLINE SPECIFICATION - FINAL PRODUGT AND COLOR SELEGno% To BE APPROVED BY THE OWNER THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL THE COMPONENTS TO PROPERLY GOMPLETE WORK UNLE55 NOTED TO BE PROVIDED BY THE OWNER. THE OWNER MAY OPT TO PROVIDE ADDITIONAL MATERIALS, VERIFY EXTENT WIT14 THE OWNER. INFORMATION AVAILABLE TO BIDDERS Subsurface Exploration For DOH Enterprises site, Chanhassen, MN Prepared by Allied Engineering, Dated March 24, 200& - Availcble from Owner. 5PEGIFIGATION5 DIVISION I - GENERAL REOUIREMENT5 I. she term Owner refers to: GANINE GLOB AND SPA 2g10 52W 5T Attn; KAR�EN .hL K50N (612) 23q 1024 2. All work Identified as by Owner' shall be performed by the Owner under separate contracts with others. 3. The Contractor shall obtain all necessarl permits licenses and certificates and yy all fees connected therewltb, the Contractor Is r5 an isle to verNv with authorities having Jurisdiction whother drawing submit is will be required. 4. The Contractor shall verify locations of all existing building utilities and services. 5. The Contractor and all subcontractors shall assure themselves that no hidden conditions exist which micilit affect the 5uality or durabllity of their work and shall Immedl ly advise the hi t In wrltingquo�ff any such unsatisfactory condltlon. 6. ilnq and/or ins Ilaatlon shall ff stea material. Owwrfor approvappral pram to required In addition to thperearpechhitect. Ov 1p Thet ��ac� shall) pre to one d gfurnish whop drawings and reproducible and four addltloml copies. Some of the shop drawings/submittals required (lxut art limited to) are: Mist. Metal Fabrications d 5truct. 51:1. Toilet Accessories Architectural Woodwork Firefighting Devices Caulkin9/5eaIa is Finishes Doors, Windows, Frames t Hardware Mechanical 61ass/blazing Plumbing Rooflmh Electrical pBpeerFa and Contracafll Idcut�engwoprInk of aqu drInrade dglsclpltorines, gqwnad the Ilke nece5s to compleh5 the work aid to resretore M d or affected uri'mes resulting from the work of this rdt to their original condition and to the satisfaction of the Architect. 9. she Contractor shall minimize damage to exlstinq construction and areas on site outside of construction limits. 64tractor to construct�ary walls and barters as required to contain dust and Is. 10. The Contractor shall provide pedestrian protection and barricade all wrstructlori areas from public access. Accommodate building occupants and maintain safe egress routes. II. The Contractor shall coordinate work performed hlsAner subcontractors and IOU other Contractors contracted Owner. All overlcc��55 and/or loos In the work if any, should be ought to the Imrneedlate ottoman of the Architect for resolution prl to commencement of the work Idocwnernts, Contractor ie d conditions, ark lbdi forchecking forte aac accuracy nand on confi minq that work Is buildable as shown before boding with construction. If there are my ctuestions regard) these or other coordination questions, the Contractor Is resporoll for obtaining clarification from the Architect before proceeding with work In question or any other related work 13. Should, there be Iscrepar n trhe call uI for eater qdq� lntygs tin k specffmater also ishhaalll5bbe priced unles otherwwise ordereddndor In writing, shall be furnlJQ and Installed. 14. If all error and/or omission is evident In Contract Documents, the Contractor shall ratify the Architect at once via telephone call and In writing of such error or omission before proceeding with the work. 15. Provide all work and materials as required Wbu the drawings, and In full accordance with all codes and ordknantes. 16. The Gontractor shall furnish and Install all Items necessary to ensure goodl workmanship and a complete Installation. 11. sand notes appear on drawings to which the relate, but ay are not limited to that drawing and mmaay� be pticable to other LonSbwtlan documents. Details are usudl� oilq once on the plans or elevations when t� fist and cFe typical for 51mllar conditions throughout unless otherwise noted. 16. Dimensions noted on drawings as 'clear' and 'hold' dimensions are critical for funit'ure clearances and other reasons. 5VIlct tolerance to the dimensions noted as Such Is expected. Iq. Provide stiffeners, bracing back-up plates, etc. as required at stud walls for support of ffktu^es or 8quipment. 20. The Coaccesso fromntractor ; otelephone tempoll Aleidre;fatties may be The Contractor will be. ensure for no additional cost to the Owner, to led items so as not to del mion of time to the Contrdct will s hablllty to secure specified 22. Materials,� pprroducts, or methods specified shall be furnished under the Can act unless written approval for substitution Is allowed by the Architect. 23. All Items are to be delivered to the site In original, uapened containers. Items stall be delivered and stored In such a nfaner as to prevent damage to the Items from occurring during construction. 24. All materials shall be Installed, lied, secured, protected, and cleared In strict accordance withacturer's written specifications or recommendations. 25. All work stall be done b�uu skilled mechanics in accordance with the best standards of Artie and methods of construction. 26. Existing surfaces faces (asub-surfaces) to receive new ffill shall be prepared as required to eliminate defects. 27 The Contractor shall closely coordinate his work, protection and clean uupp with the Owner, whenever facilities will remain In use by the Owner Bring construction. 2L3 substantial ccoommppletion of the Pro act, Contractor will provde first a °construGtlan clean)nq" using his own forces and secondly a 'final cleaning° t prior to occ Schedule "Final cleanh�q' using a professsloml cleaning c�ortn�ahy that Is acceptable info Owner. 2q. The Architect and Owner shall have access to observe construction progress Bring normal working hours. 30. Obtain permission for all modifications or dhanges to the drawinngqss In case of depute, bringto the Immed attention of Architect for resolution before paeeding with the work In question. 31 The Contractor shall provide all work and maintain all facilities In compliance wfth Dqx rhnent of Labor, pccupatonal MSaFety aid WAIth Administration standards, State Irndu�trial codes, applicable local codes and ordinates, National Electrical Code, and State Plumbing Code. 32. The owner will effect and maintain Builders Risk Insurance as an endorsement on the rreegquular pprroopperrtpy� Insurance. The Gantractor, all subcontractars, architect s and engineers shall be Included In each capac�u 05 Insured jolnt�q with the owner In the pol�u A certificate oFlnsurahce shall b€ filed bbu� the Owner with thine Contractor and the Architect prior to comrnericement of work DIV15ION 2 - SITE NORK See cNli drawings for site and landscape work DIV15ION 3 - GONGRETE 5EG 3301 - GAST IN PLACE CONCRETE Work under this section Involves cast In lace concrete, Incl Inq form -work, reinforcement, vapor retarder, ��oolnt dowels, concrete materials, mixture des I howl nt procedures finishes and kkalllql55related accessorind ppe��seefar fflor-eoon rwlr�q� m15�celTaneousf conccrrette Items ad placelhr� ofconcrete,etopping, provided by other trades. �Itteertrt�� see stnnrqquchral drawings four additional Information. products to for all hclludl sf bonding Provide ge act ss, concrete add mixtures, mixtures scoring n9 , mix designs aid reinforcement. 51ab on Grade: See structural notes for reinforcing. Place concrete In accordance with AGI 302.I1R. Provide 10 rill cross laminated polyethylene vapor retarder below Interior slabs, lap joints 6 inch minimum and seal watertight. Separate slabs from vertical surfaces with joint filler. See structural drawings for location of control joints, saw cut joints within 24 hours after placing. Use 3A6' blade aid cut Irmo '/.depth of slab thickness. Install joint filler to top Of Slab. Finish Exterior slab finish: Broom texture Interior slab to receive carpet: Steel trowel finish Interior slab to receive ceramic tile: Steel trowel flnl5W light broom finish Curing compounds for Interior slab to receive acid wash. Areas with floor drains : Provide 4' minlmun concrete slab and depress slab. Maintain floor elevations at walls, pitch surfaces uniformly to drams Indicated on the draw". Footings: See structural notes for reinforcing. Concrete Mix: See structural rotes. DIVISION 4 - MA50NRY See structural drawings for additional requirements. Face Brick: Provide 41x4' sample panel for owner review. Standard Modular 2' x 4' x 8' , as selected by the owner, laid In running bond. Hebron Brick Gompony 'Brandywine' to match existing kennel. Veneer Exterior and Interior Cultured Store:Arrisaraft International Cumberland Building 5tons-Weatherwood. Color ad pattern to match existing kennel. Veneer Interior Stone: Norstone 'Ivory' b" x 24' panels. See Room Finish 5pedflc4tlon on Aq.1 for supplier. Mortar: Portland cement, Natural color mortar with tooled concave joints. Type 5 In exterior non load bearing masonry, Type M below grade. Precast 5111: Gast stone, smooth finish, sloped with Integral dip edge by Artstone from Anchor Block Company. Color and texture to match existing. See below for other architectural precast units GMU: Normal weight, hollow and solid units as shown on the draw" conform with A5TM CAO Masonry Veneer Anchors: 2 piece anchors that permit differential movement between masonry veneer aid structural backup, hot dipped galvanized. Install at maximum 16 Inch on center vertically and 24 Inches horizontally. Place additional anchors at perimeter of openings aid ends of panels so maxmun spacing Is 5 Inches on center. Flashig: Self adhering polymer - modified asphalt sheet complying with ASTM DRIO, OD40 Inch total thickness. Whether or not specifically indicated, Install masonry flashng to divert water to exterior at all locations where downward flow of water will be Interrupted. Extend flash" full width of Interruptlon and at least 4' into adjacent masonry or turn up at least 4' to form watertight pan at non -masonry construction. Cavity Mortar Control: 5eml rigid polyethylene or polyester mesh panels, sized to thickness of wall cavity Weeps: Polyester mesh Architectural Precast AVWork of this section Involves supply and lay-up of rltectural Precast Concrete trim. Submittals: I. Product Data: Manufacturers standard 2. Samples: 6" x 6' min. to show color and texture. Quality: I. Installer ulrements: Minimum 3 years experience In work of similar lmludinnqq hands-on prior work with Specified manufacturer products Tor which references can to furnished. Submit Information In Installer Experience Summary memo to Architect. 2. Environmental Reaulrements: Minimum arblent air temperature of 40 ceases Fahrenheit shall be maintained prldr to, dying, and f 45 hours following Installation. Materials: I. Precast Architectural Concrete. Color, flush and texture to match existing kennel s1115. a. Manuf&tu•er: ,,n�uu manufacture holdlnnqq a PGI Group A plant certificatlarfor the product spSclfled. DIV15ION 5 - METALS SEC 05W - STRUCTURAL STEEL, JOISTS, METAL DEGKIN5 See structural for additional Infor idlon and requirements. Products: With each type of metal framing required, provide manufacturer's standard steel runners (tracks), lintels, cllp angles, shoes, reinforcements, fasteners and accessories as recommended by manufacturer for the applIcations Indloated or as needed to provide a complete metal framing system. SEC 0540 - L16HT6AU6E PETAL fRAMIN6 Work under this section Includes all Ilghtgauge metal framing as shown on the draw". Manufacturers: Provide I lit9l metal framing components of the type(s) indicated, producedby one of the following: Dietrich Industries Clark Steel Fromhiiaa 5u�,,tems Alabama Metal Industries U.5. imast Whoell Corrugating Company Submittals: Provide shop drawl, Indkattq locations of cold formed framing asserril Indic I fal ill methods between framinngq members and to adjacent pFoducts/materials. Submit cola is for loading an stresses, bearing seal and signature of a Professlonal Englnser registered In the State of Minnesota. SEC 0550 - MI5GELLANEOUS METAL Scope• Work under this section Includes all miscellaneous metal work such as loose lintels, pplater, angles, bracing, etc. not specifically lick ifled as ptrt of work of another section of these specifications. Submittals: Provide shop drawings for all stock and fabricated miscellaneous metal Items requlr€d for the project. 6L 14: qn ErecGn bf ffructtual fStearel forr Build" katlon, ad 2. AW5 Structural Welding Code. DIV15ION (b - WOOD AND PLA5TIG5 5EG 0610 - CARPENTRY Work under issectionIncludes all rough and flush field Lumber shall bear and trade mark of the oouparhknte gran:12 lotion.kLumber shall be new, sound, aid of Iristals L. Moisture shall be dresssedl 545 unless IgAi at time otherwise specified. Grades andl species of lumber shall be as follows: I. Miscellaneous Framinngq Lumber: No. 2 Common or better for beans and headers, Stud Grade for wall frominqq; Doouugqlas Fir -Larch, Hem -Fir, Spruce-Plne-Pir and Mountain fCemlock for beams and headers. Ponderosa Pine, Southern Yellow Pine, or Lodgepole Pine for wall framing. 2. Miscellaneous Boards Blocking and Nallers: Stud Grade, Ponderosa Dine, alga" Pine, Southern Yellow Pine or Lodgepole All 3. Finish Boards aid Trill (Transparent Finish): Redwood; Glean All Heart or Western Red Cedar; Glear, Grade A or better. 4. Finish Boards and Trim (Paint Flnlsh): Redwood; Heart B (tight knot) or Western Red Cedar; Select (tight knot). Miscellaneous Materials: tie r cecoommendr�d per applicable standards orbuilding� for nails, 5tople:s, Screws, bolts, nuts, washers, and cncrioring devices. Shoatfning: I*bll - Dens 61ass Cold Building Paper: No 15 felt, Grade D Sill Seal: I/4' thick, Styrofoorn 5111 Seal gasketing by Dow Lumber used for block)nq In canjunotlon wl0n openlnigs In exterior walls shall tore preservative-treated,obruq either the vacuum or gpaesmv llos pear � Minimum shhalnot l fabricated aninsdar ess amble before treatment. Where lumber is cut after treatihqq� l�the surface with two coats of preservative. Lumbeer;;Z be cried to a moisture content of not more than Iq% after treatment. Furnish and Install wood blockinngq, bucks, milers, and similar Items indicated on the drawings or otfierwlso necessary for the attachment of work of dil trades. Install securely and accurately to receive the Intended work. (Ike fire -retardant treated blocking where noted on drawings) Door Hardware: Apply all hardware specified under Door Hardware. All hair are shall be fitted before final coat of Int, stain, etc. Is lied, and shall be re Iled after Inttlo IS cwmrkmiahllarhkemamer er epsleryftAnedarhd act Juste�dat6 work properly. !•. I•ri1 •� TS liCi ♦III♦/u.. Scope: Wank under this section Includes all architectural woodwork Quality: The Auality Standards of the Architectural Woodwork Inclul (IGlWlWfefaeshloon a of this specification. aadworkrrhlpolconf the folloWN requirements of the AWI Quality Standards: I. Standing and Running Trim: Premium Grade 2. Wood Gosework/Mlllwork: Premlun Grade 3. Plastic Laminate Casework/Millwork: Custom Grade 4. Plastic Laminate Countertops: Premium Grade 6. 6ral Solid Surface Countertops: Premium 6rade. alllffeatures lof cconstructionshop n,, a mefislonnsof anotew species of woShow od, and and all other pert[red data. Provide finished wood, plastic and Specifications on A4.1 form granite (or so 11 d surfacing) samples. See Room Finish Aacturers and selectlos. 5tanding and Running Trim and Millwork I. This includes at -to -length and lineal hie wood trim of all kinds for Interior use, all Interior cd5iwtq and similar millwork fabrications with transparent finish. 2. Solid (Wood: Plain sawn cherry. ul grade clear. 3. Veneer Wood: Grade 'A' plain sliced Gerry over medium density fberboard or plywood as Indicated on drawings. 4. Hardboard: Tempered, hi density millwork panels composed of fine wood fated phenolic resins with a smooth dark tan surface finish and approximate density of b0 Ibs/cu. ft. Hire 5helving: Provide fixed coated wire shelving, 12' deep In closets and as noted on the drawings. Window 51119. 1/2' altured marble with radiused outside edge. Owner provilded equipment: Install d11 Owner provided loose equipment. Verify extent with the owner. DIV15ION -I - THERMAL AND M015TURE PROTEGTION 5EG 0120 - B111DIN6 IN5ULATION Scope: Work under this section Includes all building insulation. ��pt rco star s � oull� prerF hr eanddetign f� e . �Ilstn itce aeaq6du�ivatlaebt pr bdlIur k f h fold winq mbu ufacAco minor devidtions fr�ofithe specified standala cis. Owers-Cornincl Corporation Gertall CC.orporatlon Knauf Insulation Submittals: Provide manufacturers product data for all Insulation products to be used In project. Products: I. Acoustic Inwlatlon: Unlaced fiberglass bait Insulation for walls full depth of stud. 2. Perimeter Insulation: Extruded polystyrene, Styrofoam Square Edge - adhesively apply on top of damproofing to exterior walls 3. Batt Insulation: Unlaced fiberglass bait, zero formaldehyde content. Fit Insulation tightly Into cavities, Insulate miscellaneous 9ap5 and voids, Install In exterior wall and roof spaces without gaps or voids. 4. Vapor retarder: Install at the Inside face of exterior stud walls and Inside surface of telling trusses ad rafters. Install on warm side of studs by stapling at 6 Inches on center. Lap and seal sheet retarder over member face. Tape seal tears or cuts In vapor retarder. Extend vapor retarder tightly to the perimeter of adjacent window and door frames and other Items Interrupting the plain of the membrane. Tape seal In place. Seal all penetrations In the membrane. 5. Vapor Retarder: Polyethylene film reinforced with glass fiber mesh, 10 mil In conformance with ASTM 043M. 6. Tape: 3M self adhering type, 2 Inches wide, compatible with sheet material. OT 4646 FIBER CEMENT 5101% Scope: Trim work at exterior kennels. Products: Fiber cement pawls and trim boards as shown on the drawings lay James Hardy or Certainteed. Fascla and trim: 3/4' thick, Smooth primed finish Soffit: 5Ab' stucco panel, primed finish 01530 ELASTOMERIG MEMBRANE ROOFING Elastomerlc roofing membrane, adhered application: Roofing System: Carlisle 5yntec Systems Sure Seal Design A Fully Achered Roofing System, 45 mil our equal 4 other manufacturer. Membrarl mill reinforced, white on black EDi M, Glass A Insulation: Tapered extruded polystyrene board, R 15 minimum thermal value, R 23 average Flexible Flashing: Same material as membrane, 60 mil thickne5 Stack Boots:Prefabrlcated flexible boot and collar sane material as the membrane Prefabricated Gant and Edge Strips: Perllte board, cants formed to 45 degree angle Warranty: Manufacturer's 10 year warranty to cover failure to prevent penetration of water and gust wind speed to 80 MPH. Installation: As per manufacturer's Instructions using single manufacturers for all roofing components and Installation accessories. Verify compaEibllity of all roofing components prior to installation. Si llghts: "Ill. with self flashing Insulated metal cub, Inner panel white, outer panel clear. 4' x 4' nominal. Metal Flashing: 24 6A Steel Preflnished Unclad 'Brandywine" SEC 0760 - FLASHIN6 t SHEET METAL Scope: Work under this section requires fabrication and Installation of preflnishhoepd metal llawlgtsrim and flashing. trim Submittals: ab Islcagqtlas�anI atlnss §ptlslklpated ssfhpe�ectemetar required Inqcconditio s. Show fastening mconstrlethods. Cololor aid substrates Unaciad�'Brandyth ' Materials: I. Prefinished 6olvanlzed Metal: 24 9% steel, with Kumar 5500�0yehh osed J pperrformance paint finish (top" side) and neutral IneCal f�learsflih ointornfabrl%atasy�Provihdeensanplusedesfor� approval. a. Gopper Sales Inc. Ill Goldr: To match existing and brick b. Petersen Alu h n Caution PAG-GLAD Golan: To match exist and brick c. I Is Metals Inc. COLORKIAD Gol To match existing and brick 2. 5&flt Panels: Linaclad UG - 500 Flush Panel. 12' width, Kynar coated steel, provide vents to meet code. Execution: Work shall conform to best Industry practices and SMAGNA Architectural Sheet Metal Manual. U66 concealed fasteners and anchors to maximum extent possible. Use stainless steel fasteners with neoprene washers or rNets oily If no other alternative exists. Allow for thermal esWIon anti contraction In fabricated assemblies, Revisions Now Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Milled Adsjt Signed: ,k4 Date: 09/21/12 License No.: 18710 Protect Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWING5 5EPTEM5ER 21, 2012 Sheet Title SPECIFICATION INFORMATION Sheet Number K Glazing In cabinetry: 1/4' clear gllass 2 1 SEC O1g0 - GAULKIN6 AND 5EALANT5 Work under this section Includes all Interior and exterior Sealant work. Submittals: I. Product Data: Manufacturer's product literature and data Shoots for each sealant product to be used anpro lect as well as for all Sealant backer' material to be Alllzed of eachlsseealmtllplir toprrchertes�faf selection Architect, provide actual cured 9r1a;t ".1as Illusirating full range of available colors for selection.. Products: I. Dow Cominq 156 osrpe6cE Silicones 5G5g000NB: One part Silicone waldnt for D as JF5 pal fl�h s, bto s.lmasonryized ,mmetaior l cupawM, lkinci aid eexip� 2. Dow Cornsnq 186 or 6E 5111con ce 5C51100: One part silicone sealait for Interior sanitary caulking conditions and wall/floor We movement Joints. 3. Tremco 834 or 5orreborn Sonolac: One ppagrrtt slllconlwal acrylic latex Sealant for general Interior caulking conditions. (non-moving Joint) 4. Tremco Dymank or 5onnaborn NPI: One part, fast curing polyurethane 5ealaht for general Interior Sealant conditions. (moving Joint) 5. Tram o Dpwic or 5omeborn NP21 Two part, fast-curgnrtoq polyurethane sealant for general exterior Sealant condit6re. 6. Tremco THG-g01 or 5omebonn SL2: One part semi-5elf-Ievellg polyurethane sealant for orb and sidewalk Joint conditions. 1. Nomaco, Inc. Green Rod or np�xoved equal: Closed cell Jpolyethylaw foan plastic backer rod material for exterior 8. rrf oNoSmaco Inc. Sof Rod or aappproved eeqqual: Bkellular poiyoiefin foam plastic. backer, rod mate�lal for Interior Joints. Exertion: All surfaces to be thorouahlyy clean and dr(. Where Joints ore deeper then 1/2' use back6r nod ad positlwithin V2% of the Surface. cpp p �q of Sarin Sealants akmeter 5oaltha�t tine full' Ube don s€alant Is igeurrhrd Ihio the joints. Tool bead Immediately after application to ensure firm full Contact. DIVISION 8 - DOORS, WINDOWS AND 6LA55 SEC 0605 - ACCE55 PANELS Materials: Scope: Work under this section Includes furnishing and Installing C wall d coiling access panels. I. Non -Rated Flush Access Panels (concealed locations): JL. Industrle5 Model WB, Lar5mis Mfg. Model L-DWG, Nystrom Model NW, or equal. 22'x22' oponinci unless otherwise Specified, verify size and quantity required. 2. Non -Rated Recessed Access Panels (exposed to view Orations): ModellRRK oorr Model ry;91. 221x22Ldr'soenp'esnk4 unless l tLhe Nise�trom 5pecifled; verify size and quarhtlty required. 3. Latch Mechanllsm: 5crewd hoer -operated cam latch (concealed locations); Key -operated cylinder lock (exposed to view locations). Execution: Install In accordance with the manufacturer's Installation Instructions. Access ppaannels to be furnished with primer paint; finish painting by Sec. Ogg00. SEC 0&110 - HOLLOW METAL DOORS S FRANE5 Work under this section requires funl5hinng and Installation of II new hollow metal doors 6 frames. owl[ ��ty: of aolpollu�t�uctspnamed er1 � e specified on e . he ecgcueNpale6,Zoa t4 dF the followkq manvl`c jtwaro concept. of minor deg vldtO fror6the speclflct to the ea stand bun Architect Amweld Bulldlnq Products e� Coco Door Products Curries Gomparq 51eelcraFt Manufacturing Go. Submittals: Provide shop drawings of all required hollow metal doors d frames. Show all fealurSs of constriction, dimensions, and anchorage conditions. Products: Standard hollow l frames shall with uNalent to Steeloraft f Series. 14 I gal=16 steel with eq Ste B paint finishforexterior I ad I6 qss Ld do�orgSclhEduilee,, rfi�e raked frames ssholl:E!&r the Where noted In Underwriters Laboratorles NU or Warnock -Hersey (Wi) label of the proper classification. Standard Interior hollow metal doors shall be equivalent to 5teeicraft L Series ( resin -Impregnated kraFt paper constructbn);18 gauge Stadard steel with primer palrht finish. Where notadl Tn door schedule, fir? doors Shall bacr either the Underwriters Laboratories NU or Warnock -Hersey (Wp label of the proper classification. Standard du exterior hollow metal doors shall be equivalent to 5teelcraft L *xries (resin -Impregnated kraFt paper ho-npeycomb consp to yurke tthnan�e I�e, nn Ileh�oF steel dmbcore.,ncan&dd ngtey primer paint finish. Heavy data exterior hollow metal doors shall be uivalent to SteercraFE B Series (steel Stiffened constructlon)� gcuge galvanized steel with full thickness rock wool or Huang" IaSs batt Insulation and gey primer paint finish. 61asS: Glean 1/4', tempered where required by code, Insulating at exterior doss. Execution: Erect hollow metal frames plumb and level, ser relyy anchored to adjacent wall constructions In accord with approled �Igs and best Ihdustf practice. Fxout Franey set In cur concrete walls solid after anchoring. Touch-up primer paint w required due to Installation conditian5. Hag hollow metal doors with uninfoorm marginathead and anibs Uq freely bW not rattle cloosed elustt for,�!'loper.doors ll�le�o "talladtiorf coperation. primer Inn when r 08 1416 FLUSH WOOD DOOR5 Scope: Work under this section requires furnishing and Installation of all new wood doors. Quality: The products named herein are (fled to establish standards of quglltu, pe concept The equivalent pro5uctSdF the forol�lowe bmuauFatturers dre A acceptable shblecthe s�pthe op ecIFlpr ovtard cTSthe Architect of minor dev Ions fro Eqrm Industries Hoey Brothers McrShF[old Door Systems Submittals: Ma cxturer' oduct data and 4' x 4' veneer lain, sarplle Ilustrating wood Stain color and Sheen Products: Doors: All wood veneer faced doors to be solid core, 1 3/4' thick, 5 ply construction, premium grade. Veneer: Red Oak, quarter sliced, factory finished with Stain ad vanish. Stain color Selected from manlfactuer'sstandard colors. &lazing Stops: Wood blazing: Clear,1/4' glass, tempered. 5 OS 3600 PANEL DOOR5 Scope: Overhead Insulated garage doors with automatic openers. Products: Flush Steel Door, Insulated standard lift operating style with track and hardware. Door Nominal Thickness: 1 3/4' Door Skin: Hot dipped galvanized Sheet steel, pebble finish. Exterior Finish: Prefinl5hed with baked enamel. Color as selected, not white, Interior Finish: Prefinished with baked enamel, white. blazed Lltes: Full panel width, one row. Operation: Electric, 113 horsepower, side mounted. Provide safety edge or Infared eye safety system. Provide wall mounted actuator at Interior of garage aid hand held transmitters, two per door. 08 315 DOUBLE AGTIN6 TRAFFIC DOOR Scope: Double acting traffic doors with hardwar-e. Products: Hollow core thermoplastic door with the Icistk or alumirnum wbfrane. Factory fabricate all edges, cutouts and hardware reinforcing. See door types for glazing locations. Review product options with the Owner. 6askets: Replaceable rubber gaskets in key on edge of door. Impact Plates: Provide base plates on both sides of door. Hardware: Provide all hardware Color: As selected from Manufacturer's standard colors Manufacturers: Chase Doors Eloson Corporation Rabbair Door. 08 4126 ALL 6LA55 ENTRANCES As specified by the owner. 08300 - ALUMINUM STOREFRONT AND WINDOWS Scope: Work under this section Involves fun 5h�inhpp and Installation Of dlumhum entrance doors, with all related doorrhardware, ad aluminum storefront entrance framing. Submittals: Furnish shop drawl of doors and frames showing plans, elevations dmierlslons t kcal sections and profiles and anchorage coditions to add constrution. List all door hardware to be furnished. Guality: The products named herein ore specified to establish standards of quanta. performance and deSigh concept. The equivalent produc the followlq manufacturers are aacccceepptable subject to the aapppprroval b�uny the Architect of minor deviations from the speclfteb standards. 1. Entrance Doors a. Kawheer Compaq, Inc. r350 Medum 5tlle Aluminum C0150ration a4400 Medlum Stile c. Vintowall Architectural t3T5 Medlun Stile d. GMI Architectural 11351 indium Stile 2.5torefront Entrance Framing a. Kawneer , Inc. re Framinnciq b. US. Alunhum�oratbnn Thermo-5et'Mraming c. Vlstawall Architectural VTS Franl9 d. GMI Architectural GT5 pro ming oors: Extrvdad inum alloy 6063-T5 1. Hall ckness no ess than 0.12c5a A5TM�or Iming trhnlno 1659 t rani .050" thick forbe glazing an ptrolmpcsry frcrnl and ra less than OA5ghot" thick for glazing drawings, but not less than 10' If not slwwn. a. Fabrication: Mortised f reinforced canner construction. Fasteners to be stainless steel or cadmium -plated steel. Provide reinforcing for hardware. b. Hardware: All Items listed on drowings to be famished and Installed under this section, except Tock cylinders by Door Hardware. 2. Framireg• Extruded aluminum alloy 6063-T5 c fflging with A5TM B22i. Wall thlcknow no less then 0.125' thlLkior prirt�ry franing. Framing members Shall have a 1 3/4' face dimension and a depth df 4 1/2. a. Fabrication: Two part franc constructlon with cutter ad face sections. Provide resilient pocket settin95 for single pane lass units provided 61dss and 61azinci section with IP astir azing ahci no pprolIact 'tops Furnish and Install all requ eat matching kxak& mctra trInI, fiashlnq, etc. per draw". and approved shop draw" Fasteners, where requlrad, Shall be stainless steel or cadniunplated steel. b. Door Mulllon: Furnish removable center mullion at paired entrance doors where Indicated. Finish to match adjacent framing and doors. G. Finish: Kyncr finish to match exl5tlnnclq Kernel aiumimun doors and frows. Door hardware flnI6hn to match axis tI except door closers may have to be painted finish to match other hardware. Execution: Erect framing members plumb, level and In proper allot with exist l�qq work. Oversee glazing operations ad en a that both gqlating tectmiqques perimeter sealant work will assure a waWtlght Installatlorh. Check doors for uniform clearances to frames ad for Smooth function end proper alkrphent of all door hardware; make adustments If r2quled. GI all Installed franing and doors up6n completion. Aluminum Windows: GMI 200 T 2' deep window system, fixed units ad awing units as shown. Provide 5creem on operating units. Flntsh:Kyna Resin Based Coding from manufacturer's standard colors to match existing kennel building 61azN: Insulated glass with Low E coating at exterior locations, I' overall thickness, single glazed d Interior location, tempered where required by code. Provide tinted glass at south and west elevations. See window types for windows that require Insulated 5pand•el gIaS5 panels. Installation: As per manufacturer's Instructions, See drawings for flashing diagram 06510 TUBULAR PLASTIC WINDOWS Madocturer:To match existing kernel building. Operation: Fixed and casement as shown on the drawings. Installation: As per manufacturer's Instructions, see drawings for flashing diagram. 61azN: Insulated with Low E coding Accessories: Provide aluminum sill, sloped to drain, fit under sash to 1/21nch beyond wall Aluminum Insect screens at operable sash Color: AS Selected by Owner, not white. C! 5EGpO&TO - DOOR HARDWARE flssh hcrdHare ee Molar � Section par Includes lee on drawly nq of all ce lock cylinders Fir all aluminum erdronce doors. The hardware subcontractor shall a pI a certified Architectural Hardware Gonsultant (AHG All work pertaining to schedulingq and other professional aspects of this Mork as specIfeed-herein shall be done by the AHG or under hlskar direct servlslon. q The hardware subcontractor shall pry all won required to forr best ration no Igor ,�= ry a ftI br fully check all Items and Conditio aid advise the Architect of rny'Items that will not operate properI , or are unsuitable fore aed conditions before the hardline Is furnished or Instal. Submittals: Before maN hardware Is delivered to the pro. the the Contractor shall submlito the Architect for coval, a Sample hardware schedule In six (b) coples, listh ea�fi of the different Items of builders hardware. Thb manuFactlii er's catalog or cut sheet aid =" Iptlan of such Items shall be Submitted with the Sample list. The hardware subcontractor shall guarantee all material Inst defective manufacture ad he/she shall replace all such per aiducts evident within a prerioaj of one year. Finish: All door hardware shall be furnished in brushed chrome finish N526D). exxct,eeppt door closers may be painted Finish to match other dwdre. HARDWARE TYPES - Butts (ves SPECIFIED: AAPPReO�VEicD: fla�er Push Pull BUa715 Fall rorfHawl5a5gentalE G ve I1 qe Flat Goods 611 JoMson Viie, R)X ant B1Folshold Z�efo 0, ReesePemko 9 HARDWARE 6ROI1P5 (see door schedule on drawings) SEC, 0885 - 6LA55 AND 6LAZIN6 Work under this section Includes all lose and glazing for fr a exterior d Interior openings a5 shown on drawings. Gluall The manufacturers and fabricators named herein are =peal ad to establish standards of qualltu, perFormahce and des Equlvalent products to base specified are ale lect to the aapppprroval try the Architect of minor dev Ions frordtwe speclfleti'standard5. Maufactuners: Pllkin ft North America PP6 Industries Visteon Gorporation 6uardian Inndustries Corporation AF6 Industries Inc. Fabricators: Oldcastle &lass Inc. Vlracon Inc. d6uuar�gntels The Gontpraecrtor Shh�alss aid glazlllc��geufaran or a epeera11 lod workmeneh and materials For the ma 1 ttha f ethe IGo�rhtrdctor Shall, wornotit: r faulty ho Architect, proceed) at the Gontractor's a uponto replace or reeppaair the faultu nwaterrlal or workman5hb Cher with any ddrhage to add nlmg material at no cost to Owner. Products: 51nqle Pane Float Blass of thickness noted. Provide tempered 21agqq t n all locations required by code. Furnish clear glans for 11 South ad West Elevations: Double Pane Insulatlnnclq Blass to be I" thick with color tinted outer lite and low emissivity coating on Irrer lite, 05 gass Surface). Provide tempered glass In all locations regoolred by code. Color tint to be selected. Omit tinting at north ad east elevations. Spandrel 61ass: Insulated with opaque tint. Mirror (Sloss to be 1/4' thick with polished ad ad top and bottom mounting channels with polished chrahh� flush. DIV15ION q - FINISHE5 5EG Og25 - 61`P5UM DRYWALL 5c,ope: Work under this Section also hcIddInLludbs Steel gkud fr6mhlIr atrg Includes fhmrlil al' I raided bracing and blocking. Quality The prod�uuccts named herein are specified to establish equivalentqupprOF odue�S of the follow fonce llowing manufacturers d concept. The acceptable sublect to the approval by the Architect of minorde` I&Ionns front the speorl staclor ]a Pacific, Coripordlon u5. oCXJm Surn Gompamhy Products: Metal studs will be screw ttaupped , channel studs formed from 25 a Ivanized steel with K/,oakouts for pipe a conduit. shall be channel shaped with I" mlhWw legs from galvanized Steel, Sane gauge as Studs. GIIppsS, screws and other accessories for the attar ment of metal studs, ruiners addrilwall furinnqq d mels shall be maufacturer'sstanc&d type fd`Intended use. Drrµwall r"vrring Gharhel5 5hhall be 1/8' deep hat�hgped sections wittfifi a 2-3/4' wide back and a 13/8' face formed 1" 25 gauge galvanized steel. Suspended Furinp Channels shall be 3/4" or 1-1/2' cold rolled steel channels. MlrImum waekjd per lineal foot Shall be 0.300 pounds for 3/4' charnels and 0.415 ponds for 1-1/2' chapels. Charnels shall be counted with rust Inhibitive paint after forming. Wallboard Shall be 5/8" thick, 48' wide wallboard with b*ared edges conforming to A5TM G3b-38. Mold Resistant Wallboard: Use mold resistant qupsum board at all kernel walls ad call" that do not receNB ceramic tile. Non combustible, molstwre and mold resistant cppSum c�otree mold moisture and mold resistant face - Sheetroc Tough' or equal. 5/8' ithick, tapered edges. Cementitious Backer Board: For use behind ceramic the ad Interior stone, Portland cement panels with glass fiber mesh reinforcement, 1/2' thick, Dwock by U%. Accessories shall be as follows: Casing Beads US. Gypsum No.101-A or No.101-B Gorman Bead U56 - No. &00 Control Joint U5.6y m No. 00 Provide coshhqq bead attop ec1qa of all QWSUM wallboard an partitions which terminate k& existinefZellings. Fasteners: Screws, nalls allps, ties and other accessories shall be as recommended by tFiegypsum board manufacturer. Adhesive for adhesive Installation of wall board Shall be a non -bituminous base adhesive as re Ginmernded bbunu the g�p�un board manufacturer for three of Installation and material fo receive the grsun wall LZard. Joint treatment tern shall be perforated tope and tWNpq carpoud recorrrffended by the gypsum mand.acturer for tiro teAded use. Finish: Execution: Suspended Ceilings: I. Securely attach g gage hanger wires to structure above. Space hangers along dinectlan of main rrurhens -0 not over 4'' on center ad locate hangers not more than 6' from ends of rumens. 2. Main rumors Shall be 1-1/2' furrinq charnels Spaced not over 4'-0' on center. Locate main Fla &5 with1h b' of parallel walls. Keep ends of main runners at least I' away from walls. Install main runem level, true to plane, at the required elevation with halters saddle tied. Where board call returns to a hk r telling (vertical bulkheap form vertical Maros with metaistuds suspended from structure above. Space Studs not over 24' on center. Brace stud5 with diagonal Bracing spaced not over 4'-0' on center. Miscellaneous Lathlnr�q, Framing and Faring: Where masonry walls ore to be fared, Insiall d ywall furr�anels vertically and s5ppaacced 16' on center. ShIlin cur, n ry. Searelqq anchor charrels to ma with anchors Spaced not over 24' on center and staggered opposite flrnMake splices bun nesting at least 8 secure y anchor winoanc oar In the Flange. Metal Stud Framing: I. Construct metal partitions uslnq 25 gauge studs spaced 16, on center unless omerwise indl 2. Metal stud Partitions constructed In spaces without finished Suspended callIn fire resistive (hour) one or both sides of the portitions and rated) pa tltions shall extend to the structue above. Metal stud partitions constructed In aces with finished s cell) on both Sides of the Itlan may termhate�d"�d mdfcated in the Drawl telling unless otherw se Secure floor runners to concrete floor with concrete stud nails or power driven anchors Spaced not over 24' on center. Anchor celiha runers not over 24" on center. Where partitions terminate at Inkh ceillna, screw telling runner to acoustical mrsion or fuFrlpqq chapels. Where parttans extend tin h finlsffed 0 Mind, sectely attach ceiling rapers to deck and t e studs to telling memlaeFs. Og300 TILE Ceranic Tile: See finish schedule Room Finish Specification for the Selections ad mortar colors. Provide Samples of all the and review all submittals with the Owner. Floor Tile: Installation: Typical -Install using Thin Set Method TGA 515, dry set or latexpor•tland cement bond coat with epoxy grout, Sanded. Movement and expansion joints: Align with Joints In concrete slab control joints, perimeter Isolation joint at walls and as recommended by the manufacturer, Install Grade 5 Urethane Sealant and backup rod Threshold: Provide solid surface threshold at chances In floor level, full width of the transitions. Wall Tlle! Thin Set Method TGA W244, thin set over cementitlous backer unit, dry set or latexportland cement bond coat with epoxy gat unsaded. Movement and expansion Joints: provide at 12' oc max. Install Grade N5 silicone sealant and backup rod Og500 CEILIN65 Scope: Suspended acoustical ad vinyl faced panel callings. Samples: Provide Sample of each panel type. Ceiling Panels: See Room Flnl5h Specification for panel types Ceiling 6rld - by Certainteed, Armstrong or U56: Typical- 15/16' wide face, double web stel tee, white Receptior"Iting - 15Ab' wide face, double web steel tee, color coordinated with telling the Areas with vinyl face the - 15A6' wide face, extruded aluminum, color white Olt b500 RESILIENT FLOORIN6 Scope: Resilient sheet flooring and trim accessories. Products: See Room Finish Specification for product ad color Selections. Commercial Sheet vinyl with Infection control - Tedmdeskgn Sllverknkjht. Samples and submittals: Provide samples of fWring, base and welding Ions. Provide drawing showing seams card flooring el Accessories: 1. 5ubFloor filler: Mite premix latex, type as recommended by adhesive manufacturer. 2. Primers, adhesives ad seamlg materials: Waterproof, low VOC, as recommended by flooring manufacturer. 3. Molding, Transition ad Edge strips: Sane material as flooring. 4. Metal trim for top of self cove base. Examination: I. Verify that Surfaces are flat to tolerances acceptable to flooring manufacturer. 2.Verlfg that concrete sub floor Surfaces ore dry ad ready for flooring Installation by testing moisture emission rate and alkalinity In accordance with ASTH FTIO. Preparation: Prepare subi'loor surfaces as recommended by flooring and adhesive manufacturers. Remove burps and Hall fill minor low spots, joints and hales. Glen Substrate. Installation: Start of Installation constitutes acceptance of the substrate. Install according to mamawFacturers instructions. Weld 5eanns with color coordinated welding rods. See finish schedule for areas to receive self cove base. Base: 4' vinyl cove base - Mannington - Two colors Olt 6813 TILE GARPETIN6 Scope: Carpet tile, fully adhered Products: See Room Finish Specifications for manufacturer and selection of carpet We. Samples: Submit the sample for approval. Installation. Starting of Installation constitutes acceptance of sub m Scope: Surface preparation and installation of wall covering Products: See Room Finish 5pe6iflcatlon for selections. Samples: Provide 12' x 12' sample of each wall covering to be Installed. I is Glean and prime wall with one coat of primer sealer Apply adhesive and wall covering according to manufacturer's directions. Apply smooth without wrinkles, gaps or overlaps. Do not lean within two Inches of Internal corners or 6 Inches of external corners. Cover spaces above and below wlndowS, drove doom In pattern sequence from roll. 5EG Ogg00 - PAINTING Scope: Work under this section Includes finlshlg of all materlals sc led and/or specified for paint, enamel, transparent finish, field priming, etc. Work Included: The followingq is a general outline of work to be done. It Is not Intended to 8e a complete schedule. I. Finishing of all Interior hollow metal doors and frames. 2. Priming, finishing, and/or painting of all millwork, trim, cabinet 3. Finishing of all gypsum board not scheduled to receive vinyl wall covering, Frio panels or the unless otherwise noted. 4. Finishing of all exposed Interior ferrous metal not hav a factory finish. Prime coats do not constitute a factory finis . 5. Finishing of all mechanical baseboard, access panels, electrical equipment, and similar Items not having a factory finish. Prime coats do not constitute a factory finish. b. Finishing of exterior hollow metal frames, doors and miscellaneous metals. Submittals: I. Product Data: Manufacturer's product data sheets for each paint primer and finish paint coating product proposed for use. Organize product data sheets Into an easily understood format for approval and reference by system ad application. 2. Samples: Brush -out finish Sample for each required color Indicated In Finleh Material Schedule in minimum 8" x loll size. Identify on reverse with project name and number; paint manufacturer now, product line ad corresponding reference code number; paint color name and number; painting subcontractor now end address. Products: Pointlnt� ssyysstems ore ssppeeccified us theGorrcopduucts of Sherwin Willians establi5h standards of quailty. lux Devoe�ld syste ns of Benlamin Moore and Co., ICI Palms (Du Fuller-Obrlen) Pratt d Lambert Co., and Pittsburgh Paints ore acceptable subject to review by the Architect. Execution: The subcontractor Shall examine the 5faces to be finished prior to c.ommenci�nq work. If woodwork, metal or other surfaces to be finishod cannot be put In pro condition for flntsthinnqq bbun� customary cleahlg, 5adlg and put Inq operations ndtlfy Ithe actor in wrltinnqq or e %. reeemmspppooyrlenngibl��lffitppy food rectify any ueatisfdctory finish resulting. Workmans p shall be of the ve GOAParrmCncelct wlth the manvFacltur lled mechanibq. motor .prinated Mstructlorr55 Spread the materials on In even, thorough coats without runs, sags or other blemishes. All surfaces to be painted shall be cleaned and free OF loose dirt ad dust before paint htq�uis started. Knots, ssbwks and sea' larwhe a the first be finish calls for palhed unt orth an c I. °Neat primer Interior Wood Tr"llwork One (I) coat Sherwin Williams Wood Classics Interior Oil Stain A4g-200 5erles. Two () coats Sherwin Williams Wood Classics Polyurethane Varnish A61. Interior Wood TrIM Mlllwork/Doors (Paint Finish): One 1) coat Sherwin Williams Wall S Wood Primer 544WZ2. Two 2) coats 5henwin Williams Pro Classic Waterborne Acrylic Semi -£doss 53W61. 69psun Wallboard: One (1) coat Sherwin Williams PrepRlte 200 Interior Latex Primer B28W200. Two (2) coats Sherwin Wlllcros ProMcr 200 Latex Eggshell B20W200 (walls). Two (2) coats Sherwin Wlliams ProMar 400 Latex Flat B30W400 (ceilings). Hollow Metal and Interior Ferrous Metal: One (1) coat Sherwin Wlllans Pro -Cry) Universal Primer B66-310 Series. Two (2) coats Sherwin Williams Pro Classic Waterborne Acrylic Semi -Moss B31 Series. Interior Metal (Medhanlcal Ccbinets, Access Panels): One (1) coat Sherwin Williams Pro-Cryl Universal Primer B66-310 Series. One (I) coat Sherwin Williams Metalatex 5eml-gloss Coating 1342-100. Exterl Ferrous Mliscelleneous Metals (Sand ad spot prime If existing): One (I1 coat 51hemwln Williams Pro-Gryl Alkyd Universal Primer Bibb-310 Series. Two (2) coats SNwwln Williams Super Paint Exterior Alkyd 61oss Door 6 Trlim Paint A85. Exterior Wood and Cementitous Trim (Paint Finish): One 1) coat 5hherwin Williams AI00 Latex Wood Primer 642W41. Two 2) coats Sherwin William Aloo Exterior Latex Satin House # Trim Paint Ab2. 10000 5PEGIALTIE5 contractor to install all specialty Items provided by the owner Including but not limited to: toilet grab bars, mirrors, towel dispensers, toilet paper holders, fire extinguishers clod cabinets. 15000 MECHANICAL Heating air conditioning, ventilation, plumbing and fire suppression systems to be design build by the respective contractors. All work to be coordinated with other disciplines to properly complete the work. Each contractor Is responsible for complying with applicable building and Ire safety codes applicable to their portion of the k. The contractor is responsble for correction of Owner's equipment to water and waste lines as required. Verify corrections required with product Information provided by the owner. Equipment Includes but 15 not limited to gas dyers, washers, pool equipment, dishwasher. At a minimum, the following Information to be provided to the Owner for review end approval: A. WAG: Provide ventilation ductwork and equipment layout on floor and roof plans. Include ductwork sizes, supply and return registers, thermostat locations, air flow quantities, equipment Size, weight aid electrical requirements. B. Plumbing: Provide cut Sheets for plumbing fixtures and fittings. owner to approve floor drain ad under slab plumbing prior to pour of concrete slab. Install connections for Owner 5upplled equipment Including but not limited to therapy pool, dishwashers, clinic tables, sanitizing equipment, water featu e. Add filtration G. Fine Suppression: Provide complete design drawings signed by Incensed engineer for submission to code officials. Review piping locations and sprinkler head types with the owner. 16" ELECTRICAL All electrical work to be design build by the electrical contractor. All work to be coordinated with other disciplines to properly complete the work The contractor Is responsible for comp) ing with applicable building ad life safety codes. At a minimum, the following Information to be provided to the Owner for review ad approval: A. Review the light flxhre selections and lighting plan to determine If final lighting levels will be adequate for spaces served. Make adjustments necessary to correct over lit or under Ilt conditions. B. Provide light switch layout for Owner's approval. G. Provide fighting design for parking lot and site. D. Provide fixture cut sheets for owner's and Architect's review review. E. Provide fire detection system design compatible with fire Suppression system. F. Provide power to Owner supplied equipment - xroy machine, xroy viewer, washer and comer•, refirgerator, dishwasher, autoclave and any other Items provided by the Owner or Tenant. Review power outlet locations with the Owner ad building tenant on site. END OF OUTLINE SPECIFICATION z Ll 111 ffj Revisions Now Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina :Adsit Signed: caq Date: 09/21/12 License No.: 18710 f'roject Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWING5 5EPTEMBER 21, 2012 Sheet Title SPECIFICATION INFORMATION Sheet Number A100 1 E 1 "I?Y RECFIVEDSENT SEP 2 5 7012 CHANHASSEN PLANNING DEPP Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mind ,Adsit Signed: rNA Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title WINDOW TYPES DOOR & FRAME TYPES DOOR SCHEDULE Sheet Number A02n0 138'-0 N ri I I ml i1fi 9 FOUNDATION PLAN NOTES: 1. FIRST FLOOR PLAN HAS BEEN SHOWN ON FOUNDATION PLAN FOR REFERENCE ONLY. REFER TO FIRST FLOOR PLAN FOR ALL PARTITION LOCATIONS. 2. VERIFY WALL TYPES AND OVERALL DIMENSIONS WITH FIRST FLOOR PLAN. 3. SYMBOLS FD FLOOR DRAIN TRENCH DRAIN 4. VERIFY FLOOR DRAIN LAYOUTS IN KENNEL WITH FLOOR PLAN 4 OBTAIN OWNER'S APPROVAL OF FINAL LAYOUT. 5. SEE STRUCTURAL PLANS FOR CONSTRUCTION DETAILS. 6. SEE STRUCTURAL PLAN FOR CENTRAL JOINT LOCATIONS IN THE SLAB. e FOUNDATION KEY PLAN NOTES: LOCATION WITH aCO-ORDINATE MECHANICAL CONTRACTOR POOL - CO-ORDINATE aTHERAPY LOCATION 4 FLUM51NG WITH POOL DESIGNER SLAB TO PROVIDE SLOPE TO aDEPRESS FLOOR DRAINS, TYP aREVIEW LOCATION OF FLAMMABLE WASTE TRAP WITH OWNER CONNECTION TO STORM aDOWNSPOUT SEWER - SEE CIVIL DRAWINGS 0 POLYDRAIN CHANNEL MONOLITHIC — CONC. POUR ACCEPTABLE ,- RIB 0 *GRATE EXPANSION JOINT 11-111— BOTH SIDES CERAMIC TILE e KENNEL CONCRETE THICKNESS AND REINFORCEMENT PER STRUCTURAL ENGINEER'S 11=III=1 SPECIFICATION -1 I I I I_I'—III—I 11-1 I I SOIL SU15GRADE T=FLOOR SLAB THICKNESS, OR 4' MIN. OR SPECIFICATION WHICHEVER IS GREATER TRENCH DR>41N CROSS SECTION z 3 5 2'-8' 21'_4' A is •L�rZ16M3!E01 0 it er I L— I L I J L C4 TRENCH DRAIN ASSEMBLY SLOPED CONCRETE SLAB, TYP KENNEL PARTITION, TYP-BY OWNER DEPRESS SLAB AS REQUIRED TO PROVIDE NOTED SLOPES SEE FOUNDATION PLAN FOR ADDITIONAL INFO. WALL TYPES VARY: SEE PLAN VARIES TYP KENNEL SLA5 DETAIL N IN 20'-8' FOUNDATION PLAN 1/8" = r-0, I Ot.9 e �r I I I I I I I I 4 e W I � I � I I I I I I I I I I 'v r Revisions No. Date Description 0 9 _ _ — � 0 Date: Project No.: 1113 Drawn By. GS 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 A Architect under the laws of the state of Minnesota. Print Name: Mina AdSjt Signed:iuA Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMER 21, 2012 Sheet Title FOUNDATION / SLAB PLAN Sheet Number r= 1'-0° 5 3/5' = 1'-0' 4 3 2 1 3 5/8' METAL STUDS D (1) LAYER 5/5' GYP BD EACH SIDE OR Ys'CEMENT BACKER BD e TILE C 13 v PARTIAL HT. PARTITION WITH CEMENT 3 5/5' METAL STUDS ® 16" O.G. (1) LAYER 1/2' CEMENT BACKER EACH SIDE STONE VENEER BOTH SIDES �rPE S -4' iA n I 0 iv I I I a0 6' METAL STUDS m 16" O.C. (1) LAYER 5/6' GYP BD EACH SIDE OR Ys'CEMENT BACKER BD a TILE RCI CHANNEL SPACED a 24" OC. 3W METAL STUDS g 16' O.C. (1) LAYER 5/S' GYP BD EACH SIDE TO STRUCTURE NEW OR EXISTING WALL: Nz LAZ V GYP BOARD ONE CONSTRUCTION VARIES LAYER EA. SIDE PROVIDE -VERIFY LEAD SCREW CAPS AT ALL SCREWS 3 5/8' METAL STUDS IV 16" O.C. 35/e' METAL STUDS g 24° O.C. [T TYPE "X' GYP BD LINING CK SHEET LEAD FLOOR OA FG TEXTE ' OVERLAP. VALEAD BEHINDAL {II OPENINGS TO PROVIDE CONTINUOUS 360' PROTECTION 5 4 WALL NOTES 1. WALLS TO EXTEND TO CEILING ABOVE UNLESS OTHERWISE. ALL TOILET WALLS TO EXTEND TO 2. INSTALL ACOUSTICAL SEALANT AT PENETRATIONS, D FRAMES,ETC IN WALLS WITH ACOUSTICAL INSULATION 3. WALLS TO BE TYPE Al UNLESS NOTED OTHERWISE A4 PLOOR PLAID AU 1/81 = I -0° 3 2 FLOOR PLAN GENERAL NOTES I. SEE FOUNDATION PLAN FOR FLOOR DRAIN LOCATIONS. 2. SEE SITE LAYOUT PLAN FOR SIDEWALK/ AND EXTERIOR CONCRETE SLAB DIMENSION. 3. DIMENSION- EXTERIOR TO FACE OF MASONRY, INTERIOR TO FACE OF WALL FINISH AT CLEAR DIMENSIONS AND TO CENTERLINE OF PARTITION TYP_ 4. FRAME INTERIOR DOORS TIGHT TO ADJACENT WALL UNLESS NOTED OTHERWISE. MAINTAIN 113' CLR AT PULL SIDE, 12' CLR AT PUSH SIDE OF DOORS WITH LATCH AND CLOSERS. 5. KENNEL DOORS BY OWNER -VERIFY SUPPORT REQUIREMENTS. KEY NOTES: aHOSE BIB STOOP- SLOPE AWAY aFROM BUILDING aCONSTRUCTION POOL- COORDINATE W/ OWNERS CONTRACTOR aTRENCH DRAIN TYP. aGATE - SEE DETAIL A4/A9.2 aDRINKING FOUNTAIN C ROUGH -IN FOR FUTURE EXAM ROOM SINK 8 INSTALL OWNER'S XRAY VIEWER VERIFY SIZE E ELECTRICAL REQUIREMENTS WITH THE OWNER aLOCATE OXYGEN SUPPLY DROP AS DIRECTED BY OWNER 10 RECESSED SCALE VERIFY ELECTRICAL REQUIREMENTS S SIZED SLAB BLOCK OUT WITH THE OWNER 1 Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adsit Signed: LW 1144 Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title FLOOR PLAN Sheet Number Alml 0 L X n PLAN A 1/4" = 1'-0" C5 FRONT ELEVATION A 1/4" = 1'-0" REAR ELEVATION A 1/4" = 1'-0" ASPHALT SHINGLES 5# PELT \ 15/52 APA ROOF 0 z r % /I Z I 6' THICKENED EDGE AT PERIMETER OF SLAB FIBER CEMENT TRIM AND SOFFIT F'RECAST GONG. -GAPS (2) 2xlo TRTD (2) 2x10 TRTV V TRTD bx6 P05T, TYP o ry o x a o JC lV (W (V ry TRTP bx6 F05T, TYF4� N � V (2) 2x10 TRTD� (2) 2x10 TRTD 1/4" = 1'-0" c3 FRONT ELEVATION P 1/4" = 1'-0" REAR ELEV,4TIION B 1/4" = 1'-0" 1' CEMENT FIBER 1'-I 1/2' ROOF ASPHALT SHINGLES TO MATCH EXG KEN "15 FELT APA RATED SHTG METAL DRIP EDGE 3/4' FIBER CEMENT TRIM CUT TO FIT I X 8 SUBPASCIA 3/4' FIBER CEMENT TRIM CUT TO FIT (2) 2 X 10 BM SHEET METAL W/ HURRICANE ik POST CAP AT 24" OC W/MASTIC AND SEALANT 2 PIECE PRECAST CONC.CAP 4" DEEP w l7 ro O n JD Q (o' THICKENI EDGE AT PERIMETER OF SLAB BI COLU1" IN AI2 3/4" = 1'-0" 6' X 6' TRTD. WOOD POST FACEBRICK ANCHOR TIES TO POST WEEPS AT EXPOSED FACES FACEBRICK SOLDIER COURSE 6 x 6 POST ANCHOR 8' CMU PIER GROUT SOLID 24' DIAMETER DRILLED CIF' FOOTING F Ail 1-111 Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adsit Signed: ,.Wq Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title EXTERIOR KENNELS PLANS ELEVATIONS Sheet Number T�rFICAL SIDE ELEVATION A 1/4" = 1'-0" 5 M 7rFICAL SECTION 1/4" = 1'-0" 3 7�FI'C4L SIDE ELEVATION B 1/4" = 1'-0" 2 1 Al.,2 A C 0 0 REFER TC FOR CAP BRICK VE SEALANT 5/S' EXT. (TOP, 50' 24 GA. G.I PERIMETE SEALANT SHEATHIN 5' DOWNS WHERE Nc 24 GA. ST PREFINI& 24 GA. G.I. COPING AND FLASHING 1/2' EXT. GRADE PLYWD. BIT. BASE FLASHING 2ro GA. ALL AROUND 24 GA. G.I. SCUPPER, OPENING 5'x8' EPDM ROOFING INSULATION APA RATED SHEATING OVERFLOW SCUFFER/ SCUFFER SIMILAR 1-1/2" = 1'-0" ROOF PLAN NOTES I. 5KLT = 5KYLI6HT OS = OVERFLOW SCUPPER 05 4 DS = SCUPPER W/DOWNSPOUTS, RD=ROOF DRAIN 2. LOW SLOPE ROOF 1/4"/FT. MIN SLOPE • ROOF SYSTEM : ADHERED • EDPM MEMBRANE 45 MIL, CARL15LE SYNTECH SURE SEAL DESIGN • TAPERED EXTRUDED POLYSTYRENE INSULATION, • DECK PRIMER AS REQUIRED BY MANUFACTURER • TOTAL ROOF ASSEMBLY VALUE R 25 AVERAGE 3. STACK BOOTS- SAME MATERIAL AS ROOF MEMBRANE 4. PREFABRICATED CANT 4 EDGE 5TRIP5 - PERLITE BOARD 5. PLACE 5CUPFER5 BETWEEN WINDOWS BELOW. CONNECT GARAGE DOWNSPOUTS TO STORM 5EAER - SEE CIVIL b. COORDINATE PLACEMENT OF ROOF CURBS, ROOF TOP EQUIPMENT OPENINGS AND ELECTRICAL CONNECTIONS WITH MECHANICAL CONTRACTOR AND 7RU55 DE516NER 6408 Eff:5- t ACRYLIC OUTER DOME, CLEAR ACRYLIC INNER DOME, WHITE — FOAM TAPE THERMAL 1 PIECE ALUM. OUTER CURB ° WITH MOUNTING ROOF LINE INTERNAL CONDENSATE CONTROL GUTTER W/ OPTIONAL WEEP HOLES EXTRUDED ALUMINUM INNER FRAME ALUMINUM INNER CURB SKIN (0.025 MIN.) 12" HIGH INSULATED PREFINISHED CORE _ 3/4" PAINT GRADE WOOD TRIM NEW PERIMETER FRAMING -SEE STRUCTURAL VAPOR RARQI;=R Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina ,L1,dsit Signed: iuA Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title ROOF PLAN Sheet Number A2v0 5 1 4 MORE;WA I 3 • . -.� 3 5'-5 1/2' 5'-5 1/2' 1 n T.O. PARAPET 15'-2" T.O."oSLAB low '-o D5 SOUTH ELEVATION A3.0J I/a' = 11-0' A5 PRE -FIN METAL PARAPET, TYP � T.O. MASONRY C a FACE BRICK TYPE 2 X 6 VERTICAL CEDAR ON TUBE STEEL FRAME DOORS Al I IMIKII IM IIIIAIntnIIIA TYP PRE -FIN METAL PARAPET, TYP T115.O'-2". PARAPET BRICK SOLDIER -- COURSES A WINDOW HEADS e WEST ELEVATION, TYP FACE BRICK AND STONE, TYP ARCHITECTURAL PREC,45T SILLS, a WEST 4 SOUTH ELEVATION, TYP G5 UJEST ELEVATION TR,4S1—I ENGLOSURE A3.0 J 1/8' = 11-0' EAST ELEVATION SAME T.O. PARAPET n 54 A42 H to H CLINIG/WELLNESS CENTER E,45T ELEVATION A2 pl A4.0 A4-1 T.O.q" PARAPET 113-� pool I0001 ior�u 3 r—z4RACzE ELEVATION EAST A3.0 1/5. = 1'-0' � T.O. PARAPET 111'Q 6" O — --—-- -- 1 GARAC;E ELEVATION NORTH 1/811 = 11-0s ELEVATION NOTES L SEE DRAWING: AU FOR KENNEL ELEVATIONS 2. WINDOWS ROUGH OPENING HEIGHTS VARY. SEE WALL SECTIONS EXTERIOR MATERIALS AND COLOR SELECTIONS: BRICK: HEBRON BRICK COMPANY 'BRANDYWINE" MODULAR STONE: ARRISCRAFT INTERNATIONAL "CUMBERLAND BUILDING STONE - WEATHER WOOD'. UTILIZE ADAIR LIMIESTONE MARBLE BASE COURSE AT FOUNDATION. GAP TO BE ARRISCRAFT INTERNATIONAL "ARRIS-CAST', 05L483 OR SL484 (LT OR RT AT QCOR°NER5). STANDARD COLOR AS SELECTED BY ARCHITECT. PRECAST SILLS: COLOR TO MATCH EXISTING KENNEL BUILDING. ARTSTONE BY ANCHOR BLOCK ALUMINUM WINDOWS AND ENTRANCES: CMI ARCHITECTURAL 354M 'BLACK RED" ANODIZED METAL PARAPET DOWNSPOUTS GAP E METAL SILLS: UNACLAD 24 GA STEEL 'BRANDYWINE" NEON SIGN -BY OWNER, PROVIDE ELECTRIC OUTLET A4.1 COORDINATE ELEC REQ'S WITH SIGNAGE FABRICATOR ALUMINUM WINDOW SYSTEM, TYP m WEST ELEVATION _ _ _ _ _ _ 44T- =S�I ORM SEWER, TYP NECT To J` 3'-4• GARAGE ELEVATION EAST T.O. PARAPET C5 A4.0 11 LE INru�M-In �. Revisions No. Date Description T.O. PARAPET 11,71-b" PARAPETPARAPET 2'CULTURED STONE „, FACE BRICK CAP TYP. — — ALUMINUM, FINISH TO CULTURED STONE MATCH STOREFRONT — FRAMING. SPACE Jolts EQUALLY — — ALUM. ENTRANCE SYSTEM Date: Project No.: 1113 CI ENTRY' NORTH ELEV. Drawn By.GS A3.0 1/8' = 1'_(D' SOUTH ELEv. REVERSE 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 Minnesota. pl Print Name: Mina Adelt A4.1 Signed: iaq T.O. PARADE Date: 09/21/12 115'-2" License No.: 18710 ProJeCt Title ----------- CLINIC/UJELLNESS GENTEfR NORTH ELEVATION 1/811 = 11-v 8,?VMABO�NRY _ A2 TRASH NORTH -o 1/$' 1'_(p" SOUTH ELEV. SAME d r 1T PRECAST �NELS W/ is FEVEALS T PRECAST TRIM PRECAST PANEL DETAIL 1/4' = 1'-0' Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEM3ER 21, 2012 Sheet Title EXTERIOR ELEVATIONS Sheet Number 5 4 3 1 A10 12 C A2 A4.1 BUILDING SECTION A -A BUILDING SECTION B=B a PLAY PREFINISHED METAL ROOF EDGE WITH EPDM EXTENDED OVER TOP EPDM ROOFING WITH INSULATION_, FOR SLOPE TO SCUPPER, ON J" EXT. GRADE SHEATHING ON 8" MTL STUDS (SEE STRUCTURAL) FACE BRICK ON 8' CMU, SEE — STRUCTURAL STEEL LINTEL, SEE STRUCTURAL 2 X 6 STEEL ANGLE AT JAMBS, ATTACHED TO CMU ONLY, POSITIONED AT FRONT FACE OF WALL. 2 X 6 TREATED VERTICAL CEDAR ATTACHED TO OUTSIDE FACE OF 2X2 TUBE STEEL FRAME FOR DOORS. TUBE STEEL AT PERIMETER AND MIDPOINT OF DOORS, FULLY WELD, PAINT. 1" MAX GAP AT HEAD AND SILL OF DOOR CMU BEYOND CONCRETE SLAB, SEE STRUCTURAL. WITH is EXPANSION MATERIAL AT JUNCTURE TO WALLS — — ------------- SIDEWALK AT BOTH OPENINGS T.O. FOOTING WALL SECTION DU" IPSTER A40 3/4" = 1'-01, 5 v CORR II BREAK 44 WALL SECTION DU„IPSTER A40 3/4' = 4 m 113' - S "' SEE D5/A4.1 FOR PARAPET DETAIL T.O. BRICK JOIST BEARING 111'-4 1/2° FLASHING W/WEEP HOLES 24' O.C. TYP T.O. WINDOW OPENING 108'-8' HEADER AND LINTEL, — SEE STRUCTURAL ALUMINUM WINDOWS, — PROVIDE BACK ROD AND SEALANT AT JUNCTURE TO ADJOINING ELEMENTS. B2 SIM 442 BRICK RETURN AT JAMBS PRECAST SILL 10l' - 41" i0 FLASHING WITH Al WEEP HOLES 24"gym O.C. TYP Z CULTURED STONE WITH CULTURED LIMESTONE BASE T.O. FOOTING 96'-CD" 43 WALL SECTION AT GARAGE A4D 3/4" = 1'-0" ` 3 IVA SEE AI/A4.0 FOR NOTES REGARDING CLINIC WALL CONSTRUCTION T.O. PARAPET Y 113'-9" SEE D5/A4.1 FOR PARAPET DETAIL fj JOIST BEARING, T/BRICK FLASHING WITH WEEPS\ AT 24" OC TYP \ DOOR HEAD Y 11/2" BEAM W/STEEL PLATE, SEE STRUCTURAL. PROVIDE BACK ROD AND SEALANT AT JUNCTURE WITH CEMENT BOARD C2 _ A4.2 FULL WIDTH STEEL CHANNEL/JAMB GUARD, PAINTED Y lool-o" 5' CONCRETE APRON, SLOPE is PER FOOT. SEE STRUCTURAL rik T.O. FOOTING SIM GARAGE BUILDING SECTION 1/4" = I'-0" TRACK ASSEMBLY FOR GARAGE DOOR WITH BRACING BETWEEN JOISTS AS REQUIRED FOR MOUNTING SEE AI/A4.0 FOR OTHER RELEVANT NOTES A2 WALL SECTION AT GARAGE Aam 3/4" = I' -oil 2 Revlslona No. Date Description T.O. PARAPET 2 113'-9" ROOF -E'DPM MEMBRANE, FULLY ADHERED -3' RIGID INSULATION, MIN. R VALUE 18 -VAPOR RETARDER Date: -PROTECTION BOARD -MIETAL DECK (SEE STRUCTURAL) SEE D5/A4.1 FOR Project No.: 1113 PARAPET DETAIL }<' T.O. BRICK 112-0° Drawn By. GS (Jkk JOIST BEARING Ill'-4 1/2' 1 hereby certify that this plan, specification, or report was prepared y \/ by me or under my direct supervision i" STEEL TUBE AT JOIST BEARING, SEE and that I am a duly Licensed --;N„ STRUCTURAL. Architect under the laws of the state of Minnesota. -' Print Name: MIYId AdS1t 77 >. Signed: 7jyl BHA y Date: 09/21/12 License No.: 18710 r - %'`' TYPICAL EXTERIOR WALL Project Title -FACE BRICK -1 4' AIR SPACE r� -2 LAYERS BUILDING WRAP %t -1/2' EXT. GRADE PLYWOOD SHEATHING -6" METAL STUDS (SEE STRUCT) WITH ;. BATT INSULATION Superdog II -VAPOR RETARDER -' CEMENT BOARD FRP PANEL 4'-®' HIGH 2910 82nd Street / l / \ Chanhassen, MN ;. PERMIT DRAUJING5 <P 5EPTEMBER 21, SLAB 2012 r; ' -5' GIP CONC SLAB, SEE STRUCTURAL -VAPOR RETARDER -2' RIGID INSULATION TO 4'-0' INSIDE PERIMETER Sheet Title i OF EXTERIOR WALL ` -(o' GRANULAR BASE \mil ' EXPANSION MATERIAL T.O. SLAB iG 0" BUILDING 8" BOND BEAM ON } CMU BLOCK, SEE STRUCTURAL SECTIONS Sheet Number T.O. FOOTING 96'-0" l _ REINFORCED CONC FOOTING, SEE i STRUCTURAL i Al WALL SECTION AT GARAGE O 3/4' = 1'-0' A400 1 EXT. GRADE PLYWOOD ON WOOD STUD FRAMING r CONNECTED TO D METAL STUD WALL. WITH SELF <, ADHERING a MEMBRANE a FLASHING, COLOR TO \ MATCH CAP FLASHING C 0 Q 1'-1. SLOPE 1/8' 2' D5 CORNICE DET41L ATAR4CE A4.1 1 1/2" = 1'-01" C5 T-T-f=1C;AL CORNICE DETAIL A4.1 1 1/2" = 1'-0'n BRICK RETURN AT JAMB AND SILL - VINYL WINDOW: VERIFY STYLE 4 OPERATION. PROVIDE BACKER ROD - AND SEALANT AT JUNCTURE TO WALL, TYP. PRE -FIN METAL�— FLASHING AT BRICK SILLS, TYP FLEXIBLE THROUGH — WALL FLASHING W/ WEEP HOLES AT 24' O.C. METAL PARAPET FLASHING WITH CONTINUOUS KEEPER EXTEND VAPOR RETARDER AND MEMBRANE OVER TOP OF PARAPET b' STUDS FASTENED TO TUBE STEEL, SEE STRUCTURAL 2 SOLID SURFACE SILL, PROVIDE 5AICKER ROD AND SEALANT AT NCTURES TO WINDOW AND WALL SEE DETAIL A2/A4.2 FOR WINDOW FLASHING WRAP AIR INFILTRATION 411i.. BARRIER UP WALL AND UNDER SILL, TYP WRAP VAPOR RETARDER OVER 1I SILL BLOCKING. SEE WALL SECTION. e5 DETAIL AT BRICK SILL A4.1 1 1/2" = 1'-0' C5 __ _ A4.1 % APET I T.O. MASONRY v 115'-4" FOISI12'-10'T BEARING FLASHING 4 WEEPS, TYP STEEL LINTEL: SEE STRUCT - B.O. BRICK v 109-4' n DOOR OPENING BRAKE METAL TO — MATCH DOOR FRAME, ON EXT. GRADE PLYWOOD. SPACE JOINTS EVENLY SLIDING DOORS IN ALUMINUM ENTRANCE SYSTEM, WITH BACKER: ROD AND SEALANT ENTIRE PERMITER GYP. BD. CEILING, SEE RCP GYP. BD. ON METAL STUD FRAMING GYP. BD. RETURN AT HEAD AND JAMBS, WITH CONTINUOUS BACK ROD 4 SEALANT -s WDW FRAME TO GYP RETURN 4 SILL, TYP SEE A2/A4.1 FOR OTHER EXTERIOR WALL NOTES SLOPED PREFINISHED PARAPET CAP WITH CONTINUOUS KEEPER T.O. PARAPET 115-2' /-h T.O. MASONRY EXT. GRADE PLYWOOD W/ 24 GA. PREFINISHED STEEL COVER JOIST BEARING v 112'-10' n 10�T.O. '-4' WINDOW g EAST 4 NORTH VINYL AWNING OR FIXED' WINDOW -WITH BACKER ROD AND SEALANT AT PERMITER 82 51M A42 B5 A44.1 THROUGH WALL FLASHING WITH WEEP HOLES s 24" O.C. T.O. SLAB-TYP. 100'-0' = S8S.2 EXTEND MEMBRANE OVER TOP OF PARAPET 1/2' PLYWOOD SHEATHING GYP BD RETURN 4 WDW HEAD 4 JAMBS, TYP FACE BRICK SEE WALL SECTIONS FOR OTHER EXT. WALL NOTES T.O. STONE CAP 110'-0' a1 CULTURED STONE GAP/SILL b CULTURED STONE' WALL SECTION AT STONE C;Afi=/SILL 3/4' = 1'-0. ROOF -EDPM MEMBRANE, FULLY ADHERED -TAPERED RIGID INSULATION, R-23 — AVERAGE \` -VAPOR RETARDER -PROTECTION BOARD -METAL DECK (SEE STRUCTURAL) _ I - STEEL JOISTS STEEL LINTEL: SEE STRUCT--- T.O. WINDOW SOUTH 4 BACKER ROD 4 SEALANT JT 8 BRICK JAMB TO WINDOW FRAME, TYP B2 A42 - `--GYP. BD. RETURN AT HEAD AND JAMBS, WITH CONTINUOUS BACK ROD -1_ 4 SEALANT a WDW FRAME TO GYP RETURN 4 SILL, TYP ALUMINUM - WINDOWS -VERIFY --I INSTALLATION W/ BRICK RETURN AT WINDOW MFR -'[ JAMBS INSTRUCTIONS PRE -FIN METAL - FLASHING OVER STONE SILL, TYP PRECAST SILL W/ INTEGRAL DRIP T.O. SILL v 101'-4" THROUGH WALL FLASHING WITH WEEP HOLES g 24' O.C. n T.O. SLAB 100'-0' S8S.2 SURFACE SILL 7 LIMESTONE STARTER COURSE WITH GROUT 1/2' EXPANSION JOINT 4 FILLER BED MATERIAL, TYP 4' PERFORATED SLAB DRAIN TILE -4" CIP CONIC SLAB, SEE STRUCTURAL CONNECT TO STO 10 MIL. VAPOR RETARDER GROSS SEWER PROTECT (...::. ,.:::' :. LAMINATED, REINFORCED POLY GEOTEXTILE FA R(C -2' RIGID INSULATION TO 4'-0' INSIDE SET IN GRAVE :BED PERIMETER OF EXTERIOR WALL -ro' GRANULAR BASE � nn c 12" CMU AT FOUNDATION, SEE STRUCTURAL, PROVIDE DAMPROOFING, 2 RIGID INSULATION Revisions Now Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mired Adsit Signed: N4 Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWING5 SEPTEMBER 21, 2012 Sheet Title WALL SECTIONS & DETAILS Sheet Number 5 4 WALL SECTION AT M,41N ENTRY 3/4" = 1'-0' K WALL SECTION 3/4" = P-0" K WALL SECTION 3/4" = I'-0" 1 A4m 1 0 0 0 Q ep FLASHING WITH WEEP HOLES 24' O.G. TYP, BOTH SIDES OF BREEZEWAY ALIGN METAL PANEL JOINTS BETWEEN CEILING AND WALL SEE AI/A40 FOR NOTES REGARDING GARAGE CONSTRUCTION SEE NOTES AT CLINIC REGARDING DOOR GARAGE T.O. PARAPET 113'-9" T.Q. BRICK 112'-0" j JOIST BEARING 111' -4 1/2' v 100'-0" n - T11 T. 0 6 rik T.Q. FOOTING C. P, • . ,,, ' n, LJALL SECTION AT BREEZEWAY 3/41 = 1'-0° T.O. PARAPET 115-2" n7.0.4'-BRICK 118' oJOIST BEARING 112'-10' SEE STRUCTURAL FOI HEADER AND LINTEL AT OPENING BREEZEWAY TOWARDS 5OUTH STEP cJ: INSTALL PEEL AND STICK RUBBERIZED MEMBRANE OVER METAL DRIP CAP. BUILDING PAPER TO LAP RUBBER MEMBRANE AT HEAD SWINGLE STYLE STEP 8: INSTALL METAL DRIP CAP OVER WINDOW HEAD- CAP TO EXTEND UP WALL FACE 3' MIN. DRIP CAP TO EXTEND HORIZ. 1Y' PAST WINDOW OPENING AT EA. JAMB. STEP 1: INSTALL 6" MIN. WIDTH RUBBERIZED PEEL AND STICK MEMBRANE OVER NAILING FLANGE AT JAMB AND HEAD ONLY IN THAT ORDER MEMBRANE/TAPE MUST BE 3' UNDER THAN AND WINDOW TRIM OVER IT. STEP 6: ATTACH WINDOW FRAME AND SHIMS TO PERIMETER OF OPENING TO ACCOMODATE CONSTRUCTION TOLERANCES AND OTHER IRREGULARITIES. INSTALL WINDOW PER MANUFACTURER RECOMMENDATIONS STEP 5: ALIGN WINDOW PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. MAINTAIN CLEARANCE OFF SILL. STEP 4: WRAP BUILDING PAPER INTO THE OPENING AT THE JAMBS- FULL DEPTH OF THE OPENING. JUST PRIOR TO INSTALLING WINDOWS, INSTALL TWO CONTINUOUS BEADS OF SEALANT, ONE TO THE BACKSIDE OF NAILING FLANGE AND THE OTHER TO THE EXTERIOR FACE OF BLDG. PAPER OR SHEATHING AGAINST WHICH NAILING FLANGE WILL BE INSTALLED. OMIT ALL SEALANT t TAPE AT BOTTOM NAILING FLANGE. STEP 3. INSTALL PLASTIC MESH 'GUTTER GUARD' AT UNDERSIDE OF WINDOW OPENING AND EXTEND DOWN THE FACE OF THE WALL 6" MIN. THE FULL WIDTH OF THE OPENING. �J:::��STEP 2: INSTALL PRE-MFR'D. INSIDE CORNER FLASHING THEN INSTALL RUBBERIZED PEEL a STICK SILL FLASHING. INSTALL ON HORIZONTAL SUFACE OF ROUGH SILL COVERING FULL DEPTH OF SILL, EXTEND 6" MIN. DOWN FRONT OF SHEATHING. STEP I: INSTALL A 12' WIDE STRIP OF GRADE 'D' PAPER TO UNDERSIDE OF WINDOW OPENING- LEAVE LOOSE AT BOTTOM TO ALLOW FOR FUTURE INSTALLATION OF BUILDING PAPER TO BE INSTALLED SHINGLE STYLE. FLEXIBLE GASKET AT JUNCTURE BETWEEN BREEZEWAY AND BUILDINGS BEAM AND POST BEYOND,SEE STRUCTURAL GYPSUM BOARD RETURN AT HEAD AND JAMBS HOLLOW METAL DOOR FRAME, INSULATED. PROVIDE BACKER ROD AND SEALANT AT BACKBENDS BRICK RETURN AT JAMBS SEE A4/A4.1 FOR NOTES REGARDING CLINIC WALL CONSTRUCTION CLINIC 0-6 OT.O. PARAPET 111' nT/ROOF FRAMING 10 , -1' 108T.O. 'ARCH -0' 0 VAB.O. STL. PLATE RIES 54 A42 METAL PANELS AT CEILING AND WALL INTERIOR, FASTENED TO HAT CHANNELS SPANNING BETWEEN C CHANNELS. SECTION AT BREEZEUJAY 3/4' 1'-0' I' STEEL ANGLE 2 X 12 X 1/4% FULL HEIGHT AT JAMBS. WELD TO POSTS. PROVIDE BACK ROD AND SEALANT AT ENDS. PAINT. INSULATED DOOR AND TRACK JX' IB DETAIL AT GARAGE / 3/4" = 1'-0" TRESHOLD ALUM. WINDOWS, SEE A4/A42 ANCHORED TO SLAB FOR FLASHING. PROVIDE BACK ROD AND SEALANT AT k JUNCTURE TO ADJOINING ELEMENTS — -- ---- --- --c r III--_ TUBE STEEL AT SOME MULLIONS, SEE STRUCTURAL. WRAP IIN J" EXT. GRADE PLYWOOD WITH BLOCKING AS REQUIRED FOR SIZE, FINISHED IN BRAKE METAL - KYNAR FINISH COLOR TO MATCH WINDOW. SOLID SURFACE SILL, CENTER JOINTS ON MULLIONS WALL BELOW GYP. BD. RETURN AT JAMBS BRICK RETURN AT JAMBS. SEE WALL SECTIONS FOR EXT. WALL INFO. PRECAST SILL FACE OF WALL BELOW JX IB DTL. AT ALUM. LJINDOUJS 1 1/2' = 1'-0' 1'-11 1/2' I' 7 3/4' -T 3 4' 1 'TYP I TYP G IG IG G IG AL. NOTE, OPPOSITE SIDE OF VESTIBULE IS REVERSE OF THIS 7 1/4' FU 152 A42 1 I I I I I 0 ROOF -EDPM MEMBRANE, FULLY ADHERED -RIGID INSULATION FOR SLOPE TO SCUPPER ONLY -PROTECTION BOARD -METAL DECK (SEE STRUCTURAL) - C CHANNELS (SEE STRUCT.) PREPINISHED PARAPET CAP. EXTEND MEMBRANE UP OVER BLOCKING FACE BRICK, I J ' AIR SPACE, 4" METAL STUDS WITH J' EXT. GRADE SWEATING BOTH SIDES. BEAM, SEE STRUCTURAL SOLDIER COURSE OF BRICK FLASWING WITH WEEPS 24' O.C., TYP SLOPING STEEL PLATE, PAINTED. SEE STRUCTURAL SLOPING STEEL PLATE BEYOND ALUMINUM BRAKE METAL TO MATCH STOREFRONT FRAMING, ON J' PLYWOOD ON METAL STUDS, BLOCKING AS REQUIRED SLIDING GLASS DOORS WITH INTEGRAL TRANSOM AND SIDELIGHTS 1 3/4' X 4' STOREFRONT FRAMING WINDOW, FULL WIDTH OF OPENING. PROVIDE BACK ROD AND SEALANT AT PERIMETER I" GYPSUM BOARD ON METAL STUDS EXTEND BRICK TO STOREFRONT WINDOW 1 3/4' X 4 J' STOREFRONT FRAMING WINDOW, FULL WI OF OPENING. PROVIDE B ROD AND SEALANT AT PERIMETER SLIDING GLASS DOORS WITH INTEGRAL TRANSOM AND SIDELIGHTS l.. r BRAKE METAL ON J' EXT. GRADE PLYWOOD ON METAL STUD FRAMING WITH BATT INSULATION, A4 PROVIDE BACK ROD A4.1 AND SEALANT AT BASE. FINISH TO BE KYNAR COLOR TO MATCH STOREFRONT FRAMING, ALL EXPOSED SURFACES. SEE STRUCTURAL FOR PLAN AT MAIN ENTRY' 5,�ENLARGED A42 / 3/4' = 1'-0' 4'-J' 1° TYP J OTEMPERED GLAZING IG INSULATED GLAZING i0 IG IG IG IG 0 IG c0 0 O 9 0 0 AL. j AL. AL. FEEF9 F10 ALUMINUM FRAME WANTEGRAL SLIDING DOOR ALUMINUM STOREFRONT G AT FS O AT FJ FRAMING II AL. II FII ALUMINUM STOREFRONT FRAMING Revisions No. Date Description Date Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adsft Signed:�ua% Date: 09/21 /12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN FERMIT DRAUJING5 SEFTEMBER 21, 2012 Sheet Title EXTERIOR DETAILS Sheet Number 5 ::A:4�) UJINDOUJ FLASHING DETAIL A42 NO SGALE 4 3 A, MAIN ENTRY FRAME ELEVATIONS A42 1/4' = 1'-0' 2 A42 RECESS FO D WALL RETAIL COVERING ® SHELVING I A3 A92 E5 RECEPTION — NO1�Ta4 ELEVATION a7.m 1/4" = 1'-loll GYP. BD. SOFFIT ! Al I IMIAII IM l`I AP IlkIf_ C P5 RECEPTION — WEST ELEVATION 1/411 = 1'-0, KENNEL — NORTH ELEVATION WALL J COVERING STI STONE WATER FEATURE ANC FNISHES MIRROR OTHER SIDE OF DOC SEE THOSE NOTES QSI QUARTZ TOP AT RECEPTION DESK STI STONE AT SIDE C WATER FEATURE BAS AINTf E4 RECEPTION — EAST ELEVATION 1/4" = 1'-0ll 1lff// tl- v 42'x42' PLATE GLASS MIRROR QSI QUARTZ COUNTERTOP AND SACKSPLASH D4 TOILET 04 4 O�5 OREV.) ELEVATION sa Iro/ 1/4" = I'-0" FDE El �PAINt� OLID SURFACE TOP ON WALLS Al AU_ TILE A5-- SELECTED Y OWNER d1 B5 KENNEL — WEST ELEVATION 1/411 = 11-011 REF BIB A9 BREAK #31 A,.0 1/4" = 11_011 CI BACK D2 cl A1.0 A92 r�r oO 0 ACCESS PANEL TU CERAMIC TILE A4 CROOMINC #3 .SOFFIT -PLAM CABINETS `PLAM COUNTER AND BACKSPLASH FEATURE E AT WATER E WALL, FULL OF WALL, PATTERN ALLY NE, FULL NE, INE AT FEATURE BASIN 'X24' TILE d 5'X24' LISTONE / METAL REVEAL T SASE AND TOF C. KENNEL — SOUTH ELEVATION 1/4" = P-m" AINTI (At-2 92 RECEPTION — SOUTH ELEVATION 1/4" = 11_011 SURFACE TUB SURROUND 1-2X4 WD SUPPORT FRAME EACH END E CENTER D2 TU5 DETAIL A�.O 1/4" = 1'-0l1 DI EXAM 1 #23 2 OLID S REGE S FORTV ON ol VERIFY SZE W/ OWNER EIGHT WALLS ' 1 SELECTED CL KENNEL C Y OWNER B3 KENNEL — EAST ELEVATION 1/4" = 1'-011 C5 i A92 15' DEEP PLAM CABINETS W/ OPEN SHELVES W3030 W3030 W3030 W3030 � WINDOW ■ LASTIG j WINDOW LAM COUNTER � WINDOW bill rq IM ® _ COMPUTER REF A. STATIONS CORRIDOR C2 B. W3618 CABINETS W/ OPEN SHELVES UC LIGHT FRP BACK SPLASH VERIFY HT OF COMPUTER MONITOR WITH OWNER E_ ENCH W/ CUSHION ,d. PENINSULA A CABINET WITH FINISHED BACK a END PANELS EXAI" I ROOM 5. PENINSULA ETS SURFACE SPLASH ETS Revisions Now Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina ,4,dSit Signed: �jiuA Date: 09/21 /12 License No.: 18710 Project Title Superl II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title INTERIOR ELEVATIONS Sheet Number 5 0 1/4" = 1'_0II 3 1/4" = 11_011 2 1 IC C 0 0' 2'-W 2'-6' COunIti OMPUT R OMPUT R STATION STATION BACK WALL OF LAB 4 PNARr-I'ACY SEE PETAIL B3/A92 W/ METAL EASE ANP TOP PLAY - WEST ELEVATION 11411 = 11"-0" WATER - ,EAST ELEVATION 1/4" = 1'-0" —2" STONE GAP '---,GLAS5 GUARDRAIL "GATE SEE HANGING DOCK 5r= W/ METAL BASE AND TOP DETAIL AWAS2 SEE DETAIL 53/AS2 B5 PLAT'/WATER NOfRT1=4 ELEVATION A7.1 1/4" = 1I_o11 W3618 W2430 W3030 W3330 �1 AB 2' STONE qg2 qg2 CAP STONES GLASS GUARPRAIL W/ METAL 5,45E AND TOP PLAY - EAST ELEVATION 1/411 = 1'-011 UJATEfis- WEST ELEVATION 1/4" = 1'-011 PLAM CABINETS W/ GLASS W3030 W3030 CAB BOX FRP BACK SPLASH CA5IOPEN CABINETS WITH PULL OUT SHELVES B * V-S' 4 534 AND SOLID COMPUTER STATION SURFACE CTOP Pi iAWACY— A.L.45/F)HAWACY LAB FHAR1 IACY i Fit'! BORROWED :7S �� ICJ I CAS INETS LAM UPPER S SS l�lligIIINIII CABINETS LITE WITH GLA56 SGKSPLASH UC LIGH LAM BACK C LIGHT HT OF COMPUI SPLASH �q LAM COUNTERTC ' RP BACK SPLASH RS W/ OWNER 0 _SOLID SURFACE ;ABINETS ----PROVIDE PULL FRP 0 COUNTERTOP OUT SHELVES OUT SHELVES IN WAINSCOT - - OVIDE PULL OUT SHELVES IN .AM EDBASE GABINETS BASE GA NETS RTOP DW B30 REF SCRUB SINK W/ 533 B33 5536 FOOT OPERATED SUPPLY d SOAP FOOD PREP #11 A3 SCRU5 PACK #20 Cl i OPEN i530 2 521 COMPUTER STATION 42x30 PLA GL4 MIRRC C3 -3' A. B. PLAM COUNTER-' TOILET *3E7 2" STONE CAP GABINETS W/ GLA55 -VENT HOOD W/L IGHT FRP BACK ' SPLASH VERIFY HT OF COMPUTER MONITORS W/ OWNER -PLAM CABINETS W/ SOLID SURFACE COUNTERTOP Cl WI230 W3030 WI230 u0-1rir 1111 `,7 III LpI B. LAB Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adelt Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title INTERIOR ELEVATIONS Sheet Number 1/411 = 11-0" 5 Ell 1/411 = 11-0" 1/411 = 11-011 1/4" = 11-00 1 AT1 1 Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina Adsit Signed: iuA Date: 09/21/12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAJING5 SEPTEMBER 21, 2012 Sheet Title INTERIOR ELEVATIONS Sheet Number AT2 REFLECTED CEILING PLAN/LIGHTING NOTES: C 01 0 REFLECTED CEILING:; PLAN p LI2 LI2 LI2 I. ELECTRICAL CONTRACTOR TO VERIFY LIGHT FIXTURE LAYOUT, QUANTITIES 4 FOOTCANDLE REQUIREMENTS FOR EACH SPACE TO INSURE ADEQUATE LIGHT LEVELS THROUGHOUT 2. ELECTRICAL CONTRACTOR TO REVIEW LIGHT FIXTURE SELECTIONS PRIOR TO PURCHASE 4 INDICATE WHERE CHANGES ARE REQUIRED IN WRITING 3. PROVIDE SWITCHING DIAGRAM FOR OWNER'S REVIEW 4 APPROVAL 4. ALL CEILINGS TO BE ACT 1 AT 9'-0' AFF UNLESS OTHERWISE NOTED 5. GYPSUM BOARD CEILINGS IN KENNEL AREAS TO BE SHEETROCK BRAND 'MOLD TOUGH' 6. PROVIDE EMERGENCY LIGHTING AS REQUIRED BY CODE AND IN SURGERY 19 CEILING KEY: Revisions O ACT I - 2X2 ACOUSTIC -WHITE No. Date Description O ACT 2 - 2X4 VINYL FACE O GYP.BOARD-SUSPENDED ® ACT 4 - 2X2 ACOUSTIC BEVEL EDGE, COLOR AS SELECTED — — © GYP BOARD AT UNDERSIDE OF STRUCTURE — — O GYP BOARD SOFFIT — — LIGHTING KEY: — — Lt@4D DECORATIVE CEILING/CLOSE TO CEILING FIXTURE — — L3 ® INDUSTRIAL PENDANT L"w" TRACK LIGHTING _ L5 ® MINI DOWNLIGHT L6� VANITY STRIP LIGHT Date: �� UNDERCA51NET/rASK LIGHTING, 24' L8 ?& RECE55ED DOWNLIGHT/EYEBALL L9 FL=7 2X4 FLUORESCENT WRAP FIXTURE Project No.: 1113 11 L10 ® EXIT SIGNAGE 1-11 �} EXTERIOR SCONCE LIGHT Drawn By. GS L12 O EXTERIOR UTILITY PACK LIGHT I hereby certify that this plan, L13 ® 2X2 INDIRECT FLUORESCENT FIXTURE specification, or report was prepared by direct me or under my supervision L14 ® FLUORESCENT SLOT FIXTURE and that I am a duly Licensed L15 = 2X4 FLUORESCENT, LAY IN PRISMATIC Architect under the laws of the state of Minnesota. L16 IX4 FLUORESCENT WRAP FIXTURE Print Name: Mina ,Ads it L17 00 5UR31CAL LAMP - 2 HEADS Signed: L18 E3 EMERGENCY Date: 09/21/12 L19 -0 DENTAL LIGHT ON ADJUSTABLE ARM License No.: 18710 31' METAL STUD Project Title a 16 ' O.G. GROSS BRACT TO STRUCTURE ABOVE VERIFY LT ACT OR Superdog II SOURCE W/ OWNER GYP BD SEE �t RGP 4 ' 5 2910 82nd Street �' CsYP. BD. Chanhassen, MN 1C L I�NT COVE 3/4' = 1'-0' 31' METAL m 16 ' O.C. 1, GYP, BD. SOFFIT 3/4" = 1'-v 31' METAL g 16 ' O.C. GROSS BRACII TO STRUCTURE ABOVE 1' GYP. BD. SOFFIT Im ACT OR GYP BD SEE RGP PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title REFLECTED CEILING PLAN Sheet Number A8n0 5 Ell. K I 3/41 = 11-0n 1 0 C n 0 Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Minnesota. Print Name: Mina AdBit Signed: �uA�i Date: 09/21 /12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPtEMBER 21, 2012 Sheet Title FINISH PLAN Sheet Number A5 1=IN15H PLAN 5 3 2 A9nO u C n FINISH SCHEDULE ROOM " ROOM NAME FLOOR BASE WALL I CEILING NOTES MATL. MATL. N E S W MATL. HEIGHT 1 VEST FT2 CB WPI WPI WPI WPI GYP 2 WAITING ROOM FT2 CB WC1 STIAIM WCI WC2 ACT4/GB 3 RECEPTION FT2 CB WC1 STI/IUT2 UCl WC2 ACT4/GB SEE RCP 4 TOILET FTI GB UlrIN1Pl WTUUIPI WTINIPI WTI/WPI GYP 9'-0' TILE WAINSCOT SEE ELEV. 5 TOILET FTI CB WTI/WPI WTI/WPI WTI/WPI WTI/WPI GYP g1_0' TILE WAINSCOT SEE ELEV. 6 LAB FVI V152 WPI FRP WPI WPI ACTI g'-0' FRP BACKSPLASH 1 PHARMACY FVI V52 WPI FRP WPI WPI ACTI V-0' FRP BACKSPLASH 8 ISOLATION AC V132 WPI WPI WPI UPI ACTV V-0' FRP WAINSCOT TO 4'-0' g OFFICE CPTI VBl WPI WP1 553 WPI ACTI 10 DOCTORS OFFICE CPTI VBI WPI WPI WP3 WPI ACTI g'-0' 11 FOOD PREP FV2 V52 UPI WPI WPI WPI ACTI 9'-0' PLAM BACKSPLASH 12 DOG WARD AC VB2 WPI WPI WPI WPI ACTV g'_0° FRP WAINSCOT TO 4'-0' 13 CAT WARD AC V52 WPI WP1 WPI WPI ACTV g'_0° FRP WAINSCOT TO 4'-0' 14 OXYGEN SC V1152 WPI WPI WPl WPI EXPOSED 15 UTILITY LAUNDRY FVI V52 WPI WPI WPI WPI ACTV g'_0' FRP WAINSCOT TO 4'-o' 16 ICU FVI VCB WPI WPI WPI WPI ACTI 9V_0' IT CAGES FVI VCB WPI WPI WPI UPI ACTI SI-0. IS TREATMENT VCB WPI WPI WPI WPI ACTI V-0' Ig SURGERY FVI VCB FRP/WP3 FRP/WP3 FRPNIP3 FRP/WP3 ACTV g._0. FRP WAINSCOT TO 4'-0' 20 SCRUB PACK FV2 VCB FRP FRP FRP FRP ACTI g._0' 21 RADIOLOGY FVI V132 WP3 WPI WPI WPI ACTI g,_0' 22 IT ROOM FVI VB2 WPI WPl WPI WPI ACTI g'-0' 23 EXAM I F%A VCB WPI WPI WP2 WPI ACTI gl_0' 24 EXAM 2 FA VCB WP3 WPI WPI WPI ACTI g1_0' 25 EXAM 3 FA VCB WP1 WPI WP2 WPI ACTI 26 FUTURE EXAM FV% VCB WP3 WP1 WPI WPI ACTI 21 OFFICE CPTI VBl WP3 WPl WPI WPI ACTI 28 LAUNDRY FV2 V52 WPI WPI WPI WPI ACTI V-0' W`r4 2S VESTIBULE AC V132 WPI WPI WPI WPI ACTI g _0' WAINSCOT TO 5'-0' 30 MECH SC V132 UPI WP1 WPI WPI 1EXPOSED 31 BREAK FV2 V132 WPI WP1 WP2 WPI ACTI V-0. 33 VESTIBULE AC V52 WPI WPI WPI WPI ACTI g.-0' 34 GROOMING FV2 CBI WT4 FRP/UPI FRP/WPI FRPN)PI EXPOSED VARIES FRP WAINSCOT TO 4'-0' 35 TOILET CTl CBI WPI WPI WCT/WP3 WPI ACTI 8140' WT4 WAINSCOT SEE ELEV. 31 KENNELS FT/AC C52 WT5/111P WT5AUP WT5/WP WT5/WP GYP SEE RCP 31A WATER CT3 - CT3 CT3 CT3 CT3 GYP SEE RCP 31B PLAY AC - ST2 ST2 ST2 ST2 GYP SEE RCP 31C KENNELS FT/AC CB2 WT5N1P WT5AUP WT5/WP WT5/WP GYP SEE RCP CI CORRIDOR FVI/2 VB2 - WC3 WPI WPI ACTI V-0' C2 CORRIDOR FVI V52 WPI WP1 WPI WPI ACTI C3 CORRIDOR AC V52 WPI WPI UPI WPI ACTI g'-0' C4 CORRIDOR FV2 v52 WPI WPl UPI WPI ACTI g'-0' KEY FLOOR BASE WALLS CEILING CPT CARPET FV SHEET VINYL AC ACID ETCHED CONCRETE FT CERAMIC OR STONE TI TILE SC SEALED CONCRETE VB VINYL BASE VCB VINYL SELFCOVE BASE CB CERAMIC BASE PT WALL PANT Wr WALL TILE FRP FIBERGLASS REINF. PANEL ST STONE WC WALL COVERING ACT ACOUSTICAL CLG TILE ACTV VINYL FACED CLG TILE GB GYPSUM BOARD PT PAINT NOTES -WATER FEATURE TO BE ORIGIN FALLS X STONE/TILE FACINGS MODEL, V-g' LONG, OR APPROVED EQUAL. -COORDINATE ALL ELECTRICAL AND PLUMBING REQUIREMENTS AS REQUIRED FOR THIS MODEL. -LOCATE CONTROLS ADJACENT TO STONE WALL, LOCATE OUTLETS NEAR BASE, INSTALLED HORIZONTALLY PROVIDE MINIMAL OPENING 12, AWAY IN STONE FOR CORD ACCESS WATERFALL OUTLET II0'-0' I'-I1XI'-4 Ya' LOWER BASIN WITH GRILLE SM GYP. BD. CEILING, SEE RCP UPPER BASIN OF WATER FEATURE - PROVIDE GALVANIZED METAL STRIP OVER TOP OF WALL EXTENDED OVER BASIN, CAULK A91 \ A9.1 / -WATER FEATURE BASIN OPENING I \ WALL BELOW, ALLIGN FINISHED FACE WITH DOOR OPENING QTI TOP ENLARC-zEU f=LAN, LUATER FEATURE TYPE B WALL WITH )4' CEMENT BOARD AT RECEPTION FACE WITH WATERPROOF MEMBRANE AT FACE OF STUD �- WT2 TILE INSTALLED VERTICALLY E� STI, START ABOVE QTI TOP, QTI TOP WITH 15ULLNOSE EDGE, B4 MATCH STONE K AT BASE IN COLOR t0 L1' ON PLYWOOD A9.1 QTI, SEE ASa.1 STI ON CEMENT BOARD ON 2 X 4 FRAMING ,STI, SEE A5/ABl PLYWOOD ON BLOCKING AS REQUIRED I'-0' X I'-6' ACCESS PANELS AS REQUIRED FOR ACCESS TO WATER FEATURE PUMPS AND PARTS ROOM FINISH 5F'ECIFICATION5 FINISH SPECIFICATION FLOORING CARPET: REP: MARY BECKER S52-231-1061 INSTALLATION FORMAT: QUARTER -TURN CPI: OFFICES LEES CARPET TILE BRAIDED STREAM GTO41 - 301 WATERCOLOR BLUE VINYL: REP: HOLLY THOMPSON 612-66S-0213 HIRSCHFIELD SEE FINISH FLOOR PLAN FOR FLOOR DESIGN FVI: TECHOESIGN SHEET VINYL -INFECTION CONTROL SILVERKNIGWT COLOR 455-869-215 FV2: TECWVESIGN SHEET VINYL -INFECTION CONTROL SILVERKNIGI-IT COLOR 455-866-215 TILE: REP: KRISTEN RADTKE 163-559-5531 RBC TILE FTI: TOILETS RBC FIBRA WENGE 12X24 FT2: RECEPTION AND WAITING ROOM 16' X 16' X V STONE TILE AS SELECTED BY OWNER GROUT: MAPEI - 15 BONE FT3: POOL RBC D-SIGN NEON 30 CM X 30 CM FT4: KENNELS 12 X 12 TILE AS SELECTED BY OWNER GROUT. MAPEI - 41 CHARCOAL BASE: REVEAL: METAL REVEAL (TOILETS) 4 t 5 SCHLUTER SYSTEMS. DILEX-AHK AHK 18 80 AT VCB: SELF COVE VINYL ( SEE FINISH PLAN FOR PATTERN) TECWPESIGN SHEET VINYL - II F£CTION CONTROL SILVERKNIGHT COLOR TO MATCH FLOOR VBI: VINYL MANNINGTON 4' COVED BASE COLOR: WS MIDNIGHT V52: VINYL 4', COVED COLOR TO BE SELECTED CBI: CERAMIC TILE BASE: 6' COVE, RBC IC BRITES CANVAS C52: WALL TILE AS SELECTED BY OWNER WALLS PAINT: GENERAL: WPI: SHERWIN-WILLIAMS EGGSHELL SW6141 PANDA WHITE ACCENTS: WP2: SHERWIN-WILLIAMS EGGSHELL 5W6920 CENTER STAGE (GREEN) WP3: SHERWIN-WILLIAMS EGGSHELL 811161-5g BLUE SHIP (BLUE) VINYL. - REP: ANNE SERIO TRIPP (OL COUCH) 552-240-4863 WC1. RECEPTION SYMPHONY WALLCOVERING: FUGUE AZ52034PG COLOR WAVY NAVY WC2: RECEPTION SYMPHONY WALLCOVERING: OVERTURE 2 AZ4215U COLOR: FOIL WC3: CORRIDOR C1 D.L.COUCH: TABLEAU 1-2-TA-04 COLOR: GULF COAST TILE: REP: KRISTEN RADTKE 163-559-5531 RBC TILE U -z TOILETS RBC TILE FIBRA SNOW 12X24 INSTALLED IN VERTICAL FEATURE STRIP*. TOP: REVEAL SCHLUTER SYSTEMS: QUADEC 0125AT BOTTOM: LISTONE WAVE MIX 2: FIBRA UENGE AND FIBRA SNOW WT2: WATER FEATURE BACK WALL SONOMA TILE MAKERS - VIHARA - ZAFU-SILK - I'X4', INSTALLED VERTICAL ORIENTATION WT3. POOL RBC TILE D-SIGN NEON 30 CM X 30 CM GROUT: MAPEI - 41 CHARCOAL WT4: RBC TILE INTRCERAMIC IC BRITES CANVAS 6' X 6' WT5: KENNELS TILE AS SELECTED BY OWNER GROUT: MAPEI - 14 BISCUIT STONE: KAFKA GRANITE, TOM MARTIN, 115 615 2116 STI: NORSTONE - IVORY QUARTZ, 6' X 24' PANELS 3'4 - 134 THICK ST2: CULTURED STONE, ARRISCRAFT INTEF44ATIONAL 'CUMBERLAND BUILDING STONE - WEATHER WOOD' FRP: FIBERGLASS REINFORCED PANEL NUDO - WHITE SMOOTH - F15ERLITE MILLWORK: HORIZONTAL SURFACES - SEE ELEVATIONS FOR LOCATIONS QUARTZ SURFACE: QS-I ECO BY COSENTINO COLOR RIVERBED SOLID SURFACE: 88-1 LG HI -MACS ARCTIC GRANITE G34 PLASTIC LAMINATE: FORMICA - COLOR TO BE SELECTED VERTICAL SURFACES PLAM: FORMICA COLORCORE2 4I11C-MC LIME MICRODOT FINISH - UPPER CABINETS FORMICA BRAND SOLID METAL 605 BRUSHED ALUMINUM - LOWER CABINETS METAL PANEL MOZ METALS - PF - PERFORATED ALUMINUM 1/4, DIAMETER, 1/2 STAGGERED CENTERS, HOLES P6I:4b2 OPEN AREA 22.1% - ® PLAY AREA GATES LIGHT GRAPHITE - LINEN- POLYCOAT GLOSS • RECEPTION COUNTER CEILING ACT I - 2 X 2 ARMSTRONG FINE FISSURED, BEVELED TEQULAR EDGE, WHITE ACTV - 2 X 4 VINYL FACE, WHITE ACT 4 - 2 X 2, ARMSTRONG FINE FISSURED, BEVELED, TEGULAR EDGE, COLOR TO BE SELECTED, NOT WHITE. Revisions No. Date Description Date: Project No.: 1113 Drawn By. GS 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 Architect under the laws of the state of Minnesota. Print Name: Mina Adgj}, Signed: iHA Date: 09/21 /12 License No.: 18710 Project Title Superdog II 2910 82nd Street Chanhassen, MN PERMIT DRAWINGS SEPTEMBER 21, 2012 Sheet Title FINISH SCHEDULE Sheet Number SECTION AT UUATER FEATURE 1 1/2" = 1'-0" SECTION AT LU,4TER FEATURE 1 1/2' = 1'-0' 3 CHERRY VENEER STAIN AND VARNISH COLOR TO BE SELECTED. 2 1 A9n 1 I71 C 31 15.11111 .GENERAL NOTES 1. All construction shall be done in accordance with the INTERNATIONAL BUILDING CODE, 2006 Edition, as amended by MINNESOTA STATE BUILDING CODE, (2007 edition), unless noted otherwise. 2. Contractor shall verify all dimensions and conditions on site before construction is begun. All observed discrepancies shall be reported immediately to the Architect. 3. Design Loads: Ground snow load = 50 psf Exposure category = B Roof snow load = 38 psf + drift Floor live load = 50 psf Partition live load = 20 psf Stairs & corridors = 100 psf Mechanical areas = 125 psf Basic wind speed = 90 mph (3-second gust) 4. Concrete: All reinforced concrete work shall be done in accordance with the "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318-02 edition, and THE SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 301-99. See concrete mix design table below for additional requirements. 5. Reinforcing steel shall be ASTM A-615 Grade 60. 6. Structural steel beams & columns shall have a minimum Fy of 50ksi, unless noted otherwise. Structural steel tubing shall be ASTM A500B, minimum Fy = 46ksi. 7. Structural members, including joist, slabs, beams, columns, and walls are designed for in place loads. Contractor is responsible for bracing without overstressing, all structural elements as required at any stage of construction until completion of this project. Shoring and formwork shall remain in place until concrete has attained at least 80% of the specified 28-day compressive strength. 8. Provide Hot dipped galvanized DUR-O-WAL or equal at 16"o.c. in all masonry walls. 9. All anchor bolts in concrete shall be A307 or A36 u.n.o. 10. Minimum concrete cover for rebar: A. Concrete cast against and permanently exposed to earth - - - - - - 3" B. Concrete exposed to earth or weather: 6 to #18- - - - - - - - - - 2" 5 & smaller - - - - - - - - 1 1/2" C. Concrete not exposed to weather or in contact w/ground. (i) slab, walls, joist: #14 to #18- - - - - - - - - - - - - - - - - 1 1�2" #11 & smaller - - - - - - - - - - - - - - - 3/4 (ii) beams, columns: Primary reinforcement ties, stirrups , & spirals - - - - - - - 1 1/2" CONCRETE MIX DESIGN TABLE - Component c 28 dayMax Strength 9 (psi)Ratio Size Aggregate Max W/C Min Cementitious Material Max Slump Air -content Fly Ash y % of Cementitious Footings 4000 1 1/2" Gravel 0.5 564 4" 4 1/2f1.5 20 Slab on grade - unheated space 4500 3/4" Dolo 0.44 620 4" 6t1.5 20 Slab on grade - heated space 4000 3/4" Dolo 0.44 564 4" 0 20 Piers 4000 3/4" Gravel 0.45 555 4" 4 1/2f1.5 20 Masonry core fill coarse grout 3000 3/8" Gravel 0.56 570 8" 6t1.5 25 1. The 4" slump indicated here may be increased to 6" with the aid of high range water reducer. SPECIAL INSPECTION NOTES: 1. Items requiring special inspection per IBC chapter 17 are: A. (IBC 1704.3) Steel: 1. Visual inspection of all field welding. 2. Visual inspection of structural steel details. 3. Periodic inspection of high -strength bolting. B. (IBC 1704.4) Concrete: 1. Reinforcing steel placement inspection of all footings prior to pour. 2. Sampling and testing of fresh concrete in accordance w/ specifications. 3. Verification of concrete strength in accordance w/ specifications. C. (IBC 1704.5) Structural masonry: 1. Provide Level 1 Special Inspection per Table 1704.5.1. D. (IBC 1704.7) Soils: 1. Verify footing excavation for suitability for planned footing per Table 1704.7. 2. Verify excavations are extended to proper depth per Table 1704.7. 3. Verify material used for compacted backfill per Table 1704.7. 4. Test compacted backfill for specified compaction per Table 1704.7, E. (IBC 1704.13) Special Cases: 1. Verify proper installation of all post -installed anchors. a. Verify drilled hole diameter & depth. b. Verify proper hole cleanout. c. Verify proper adhesive injection and rod installation. .COLD WEATHER CONCRETE NOTES: The following requirements shall govern cold weather concrete construction: 1. Cold weather is defined as a period when for more than 3 successive days the mean daily temperature drops below 40'F. 2. The subgrade, as well as all concrete below the new pour, shall be protected from freezing prior to concreting. 3. All forms and reinforcing shall be kept free from frost. 4. The minimum temperature of fresh concrete when delivered at the site shall conform to the following: Air Tern erature Minimum Concrete Temperature (' F� (' F) ------------------------------------- For sections with least For sections with least Dimension less than 12" I Dimension 12" or greater 30 to 40 60 50 0 to 30 65 55 Below 0 70 60 5. If water or aggregate is heated above 100'F, combine water with aggregate in mixer before cement is added. Do not mix cement with or with mixtures of water and aggregate having a temperature greater than 1007. 6. The minimum temperature of fresh concrete, as placed during below normal temperatures (below 40'F) shall be 507. 7. When mean daily outdoor temperature is less than 40'F, all poured concrete shall be maintained in a moist condition at a temperature not less than 50'F for at least seven days (three days for high early strength concrete using Type III Portland Cement). When necessary, arrangements for heating, covering, insulating, or housing the concrete work shall be made in advance of placement. The arrangements shall be adequate to maintain the required temperature without injury due to concentration of heat. Combustion heaters shall not be used during the first 24 hours, unless precautions are taken to prevent exposure of concrete to exhaust gases which contain carbon dioxide. 8. Sufficient protection shall be provided to the concrete after removal of forms such that changes in temperature of the air immediately adjacent to the concrete during and immediately following the curing period are kept as uniform as possible. The rate of temperature change shall not exceed 5'F in any one hour or 40'F in any 24-hour period. 9. When concrete is poured during below normal temperatures (below 40 F), at least one extra test cylinder shall be made and kept adjacent to the related structure and cured and protected by the same methods used for the concrete in the structure. The cylinder shall be tested at 7 days and the results reported to the Engineer. 10. Calcium chloride shall not be used as an additive in concrete. FOUNDATION NOTES: 1. All footing elevations are to top of footings, unless noted otherwise 2. All footings to be centered under walls or columns above, unless otherwise noted. 3. Provide 3' clear cover for all footing reinforcement. 4. Provide wall footing reinforcing in stock lengths and bend in field as required. Lap bars minimum 42 bar diameters and stagger splices. 5. Shore all walls adequately before backfilling and compacting. 6. No part of the structure shall be placed on frozen soil or foundation. 7. Safe soil bearing = 2500 psf (service loads) per geotechnical report #08008 by: ITCO ALLIED ENGINEERING CO. 8. All excavation, compaction, backfilling under the building area, parking and drive area and the entire site preparation shall be as recommended in the geotechnical report. 9. Follow recommendations in geotechnical report for excavation, fill, and compaction to attain 3000 psf soil bearing capacity. MASONRY NOTES: 1. Code for Masonry Construction: INTERNATIONAL BUILDING CODE (IBC), 2006 edition. 2. Concrete Masonry Units: The quality standards for the units shall conform to the AMERICAN STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM C90-94). Minimum f'm shall be 1750 psi based on face shell mortar bedding. 3. Mortar: The mortar used for masonry construction shall be Type M below grade and Type S above grade and shall conform to all the requirements of the MSJC. Calcium chloride shall not be used in mortar. Use type "N" mortar for exterior brick/block wythe or composite walls. 4. Construction: The first course of all hollow masonry shall be laid in a full bed of mortar. All units shall be laid with full face shell mortar beds. All head and end joints shall be filled solidly with mortar for a distance in from the face of the unit or wall not less than the thickness of the longitudinal face shells. Mortar joints shall be maintained at 3/8" thickness of the horizontal and vertical joints, unless otherwise noted. 5. Provide DUR-O-WAL Horizontal reinforcing or equal at 16" o.c. in all masonry walls. Walls laid up in stack bond shall have 'truss" type reinforcing at 16" o.c., except, the top three courses shall be 8" o.c. Walls laid up in running bond may have "ladur' type reinforcing. Provide a minimum 6" lap at splices. Provide special prefabricated tees and corner units at intersecting walls for walls laid up in stack bond. See plans for variations. 6. Contact lap splices for vertical reinforcing (unless noted otherwise): Compression/Tension splices: 3 = 18 4 = 24"; 5 = 30" 6=36"; 7=42; 8=48" Lap length shall be increased by 50% for epoxy coated bars or at mid -height of walls. Reinforcing bars shall be accurately positioned according to the drawings and shall be secured to prevent displacement during grouting. 7. Grout for bond beams, pilasters and core fill shall have a minimum f'c = 3000 psi at 28 days and shall be in accordance with ASTM C476 and a maximum size of aggregate of 3/8". Calcium chloride shall not be used in grout. 8. Grouting of walls shall be as follows: Low lift grouting (less than 5' per day) a) no cleanouts required. Hi h lift grouting (more than 5' per day). a Cleanouts to be provide for each pour. b Vertical cells have unobstructed vertical ale nment not less than 3"x4", including maximum mortar projection of 1%2". c) Install and secure reinforcement before grouting. d) Cure masonry minimum 24 hours before grouting. e))))) Maximum 6'-0" lifts. f) Vibrate maximum 10 minutes after placing grout lift. g) Wait 30-60 minutes, but while grout is still plastic, before placing next lift. h)) Consolidate by placing vibrator thru the new lift and into the preceding lift 12" to 18". i) For top lift, reconsolidate after waiting period and fill any open space left by settlement shrinkage with grout. 9. Provide horizontal construction joint between grout pours by stopping grout 1 1/2" below top mortar joint. 10. All masonry shall be laid up in running bond, unless stipulated otherwise by the Engineer and Architect. 11. Provide control joints at maximum 20'-0"o.c. in all masonry walls above grade. 12. Provide 8" of bearing each end for block lintels, typical unless noted otherwise. Fill block cores solid for three courses below bearing, unless noted otherwise. 13. Lintel angles for brick veneer shiall be galvanized and shall have min. 6" bearing. 14. Place (2) #5 bars at each side of door and window openings, dowel to footing, grout solid. Provide DUR-O-WALL horiz. joint reinf, 0 8" o.c. 3-courses above and below opening. 15. Block walls shall be braced at 12'-0" max. intervals during construction until the roof or floor structure is in placie and all connections are installed. 16. All corefills at roof and floor bearing shall have attained a minimum of 2500 psi prior to installation of roof/floor structure. .COLD WEATHER MASONRY NOTES: The following requirements shall govern cold weather masonry construction: 1. Construction material shall be received, stored and protected in ways that prevent water from entering the materials. 2. Preparation: if ice or snow has Inadvertently formed on a masonry bed, it shall be thawed by application of heat carefully applied until top surface of masonry is dry to the touch. A section of masonry deemed frozen and damaged shall be removed before continuing. 3. The mixing water and sand shall be heated during freezing weather to produce mortar temperatures between 407 and 120'F. 4. The mortar temperature shall be maintained above freezing, until used. 5. Construction: masonry units shall be dry at time of placement . Wet or frozen masonry shall not be laid. Special requirements for various temperature ranges are as follows: a. Air temperature 40'F. to 327. Sand and mixing water shall be heated to produce mortar temperature between 407. and 120'F. b. Air temperatures between 327. to 257. Sand and mixing water shall be heated to produce mortar temperatures between 40'F and 120'F. Maintain temperature of mortar on boards above freezing. c. Air temperature 257. to 20'F. Sand and mixing water shall be heated to produce mortar temperatures between 40'F. and 120'F. Maintain mortar temperature on boards above freezing. Salamanders or other sources of heat shall be used on both sides of walls under construction. Windbreaks shall be employed when wind is in excess of 15 miles per hour. d. Air temperature 20'F. and below: Sand and mixing water shall be heated to provide mortar temperatures between 40'F. and 120'F. Masonry units shall also be heated so they are above 40'F. before use. Enclosure and auxiliary heat shall be provided to maintain air temperature above 327. Temperature of units when laid shall not be less than 20'F. 6. Masonry shall be placed only on sound unfrozen foundations free of ice and snow. 7. Protection: when the mean daily air temperature is 407. to 32'F. masonry shall be protected from rain or snow for 48 hours by covering with a weather -resistive membrane. When the mean daily air temperature is 32'F. to 25'F. masonry shall be completely covered with weather -resistive membrane for 48 hours. When the mean daily temperature is 25'F to 20'F., masonry shall be completely covered with insulation blankets or equally protected for 48 hours. When the mean daily air temperature is 20'F. and below, masonry temperature shall be maintained above 327 for 48 hours by enclosure and supplementary heat, by electric heating blankets, infrared heat lamps or other approved methods. 8. Placing grout and protection of grouted masonry. When air temperature falls below 40'F. grout mixing water and aggregate shall be heated to produce grout temperatures between 40F. and 120'F. Masonry to be grouted shall be (maintained above freezing during grout placement and for at least 24 hours after placement. When atmospheric temperature falls below 20'F., enclosures shall be provided around the masonry during placement and for at least 24 hours after placement. 9. Calcium chloride shall not be used as an additive in mortar or grout. STRUCTURAL STEEL NOTES: 1. All structural steel work shall be done in accordance with the specifications and detailing practices outlined in the AISC MANUAL OF STEEL CONSTRUCTION, 13th edition LRFD/ASD or ASD 9th edition & AISC 360 specification. 2. Structural Steel Fabricator is responsible for design of member connections, except for those detailed on plans. Except when member end reactions are indicated on plans, connections shall be designed to support the maximum uniform load of the member of the specified span. Shop drawings shall be reviewed and certified by a professional engineer registered in the state where the project is located. 3. All bolted connections shall be made with ASTM A325 bolts (unless noted otherwise on plans), according to the AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 or A490 BOLTS. Minimum bolt diameter shall be 3/4". Bolted connections shall be bearing type with threads included in the shear plane. 4. All welding shall be done by qualified welders in accordance with the AISC specifications and A.W.S. Codes, latest editions. Use E70XX electrodes. 5. Steel beams and lintels supported on masonry shall have a minimum 8" of bearing with cores grouted full for three courses below bearing point unless noted otherwise. 6. Steel beams supporting masonry walls over openings shall have a 3/8" plate (the length of the opening minus 1/2" each end by the width of the wall) shop welded to the bottom flange, unless noted otherwise, and 12"o x 6" headed studs at 4'-0" o.c. welded to top flange, with minimum 7' bearing. 7. Contractor is responsible for design and installation of bracing during erection and until construction is complete. 8. Field cutting and field modifications of the structural steel shall not be made without specific prior approval of the Engineer. 9. Structural steel to receive sprayed on fireproofing, or composite beams shall not be painted. See Architectural Drawings and Specifications. 10. Wide flange beams and columns shall be ASTM A992, Fy=50 ksi. 11. Tube steel columns and beams shall be ASTM A500 grade B, Fy=46 ksi. 12. Miscellaneous shapes, channels, and angles, including stiffener plates, column base & cap plates, and beam bearing plates (unless noted) may be ASTM A36, Fy=36 ksi. .STEEL JOIST NOTES: 1. Steel joist shall be designed, fabricated, and erected in accordance with the specifications and codes of the STEEL JOIST INSTITUTE (latest edition). See plans and details for variations. 2. All steel joists bearing on structural steel members shall be welded thereto in accordance with the SJI, unless shown otherwise. 3. Bridging, either horizontal or diagonal, shall be designed by the joist supplier and shown on the shop drawings. Uplift bridging during construction, if required, to be designed by supplier and shown on the shop drawings. 4. Joist shall be supplied with standard camber, as per SJI recommendations, unless noted otherwise. 5. During steel joist erection, bolted X-bracing is required at locations shown on the drawings and/or the approved shop drawings. After the roof deck is in place the bolted X-bracing can be removed and replaced with horizontal bracing to allow passage of piping or mech. ductwork, etc. New bridging material shall match size of members being replaced. STEEL DECKING NOTES: 1. Steel roof and floor deck shall be of size, thickness and finish as shown in the plans and specifications and anchored to the structural steel supports in accordance with the manufacturer's suggested specifications and the recommendations of the Steel Deck Institute, unless noted otherwise. 2. All composite or metal form decking shall be painted. WOOD CONSTRUCTION NOTES: 1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 edition, shall govern the design and installation of all dimension lumber. Fastening of lumber shall conform to the fastening schedule in Table 2304.9.1 of the International Building Code, 2000 edition, unless noted otherwise. 2. All lumber shall meet the minimum design values in the latest edition of the NDS, as outlined below: Minimum Desian Values for Dimension Lumber, #2 Lumber: E=1,600,000 psi Studs: E=1,200,000 psi Fb=1200 psi Fb=675 psi Fc=1450 psi Fc=625 psi Fc-L=405 psi Fc-L=335 psi Fv=145 psi Timber E=1,600,000 psi Posts: Fb=1200 psi Fc=1000 psi 3. All member sizes given in the drawings are nominal dimensions. 4. All lumber in contact with concrete or masonry, or exposed to the elements shall be pressure treated. Fasteners in contact with treated lumber shall be hot -dipped galvanized, meeting ASTM A153; or shall be composed of type 304 or 316 stainless steel. 5. All structural composite lumber shall meet the following minimum criteria, unless noted otherwise: Beams &: E=1,900,000 psi Columns: E=1,800,000 psi Headers Fb=2600 psi Fb=2400 psi Fc=2510 psi Fc=2500 psi Fc-L=750 psi Fv=285 psi 6. Roof Sheathina: Unless noted otherwise, roof sheathing shall consist of 4'x8', 1/2" thick (nominal), Exposure 1 panel grade sheaathing, applied perpendicular to supports with 8d common nails ® 6" o.c. at all edgers, and 12" o.c. at intermediate supports. Nails shall be placed no closer than 3/8" from edge of panel or framing. Panel edge clips shall be installed midway between supports. 7. All framing nails shall ,be common nails, unless noted otherwise. Minimum nail sizes shall be as follows: 6d. 0.113"0 x 2" 8d: 0.131 "0 x 2-1/2" 10d: 0.148" x 3" 12d: 0.148"0 x 3-1/4" 16d: 0.162"0 x 3-1/2" 20d: 0.192"0 x 4" 30d: 0.207"0 x 4-1/2" 40d: 0.225"0 x 5" 50d: 0,244"0 x 5-1/2" 60d: 0,263"0 x 6" STRU d At ti and ^ .. Number, Pound A- ALT Alternate AB Anchor&nit L Angle ARCH Architect: Architectural A Architect or Engineer ASAP As Soon As Possible B BSMT Basement BM Beane BBE Beam Bearing Elevation BRG Bearing BRG PL Bearing Plate B'FWN Between BLK Black BC Bolt Center BB Bond Beam BOT Bottom C CAM Qnnber CIP Cast -in -place CLG Ceiling CTR Center CC Center to Center CL Center Lune CTRD Centered CLR Clear C Channel COL Column COMP Composite CONC Concrete CMU Concrete Masonry Und CONN Connection CONE Continuous C(7NSTR Construction CD Construction Document CON'FR Contractor Ci Control Joint! Consnuction Jount CT Cubic Feet CY Cubic Yard D DL Death Load DBE Deck Bearing Elevation DEFL Deflection DEMO Demolition DET Domil DLAG Diagonal DIA Diameter DIM Dimension DR Door DWL(S) Dowel(,) TT Double Tee (Precast) DwG(S) Ihawing(s) E EA Each EF Each Face EW Each Way ESM'r Easement E East E-\& Em( - West DOS Edge of Slab E.F. Effective Force (PT) ELEC Electrical EL Elevation ELFV Elevator ENGR Engineer FQ Equ EQUIP Equipment EXIST Existing EXP Eypansion El Expansion .Joint ENT Exlerior F POC FaceofConcretei Face of Curb FF Face to Face TOM Free of Masonry FOS FaceofStud F'OW Face ofWall FF Far Face FS Far Side FRC Fiber Reinforced Concrete FV Field VeriA FFE Finish Floor Elevation FLG Flange PLR Floor FD Floor Drain FT Foot FTC, Footings FDN Foundamon F'UT Future T T CTLRAL AB BREti IA -GALA Gahanized G.9 CJ tinge GEN Ciencral GEN COND General Condition, Ge General Contractor GR BM Cttade Bzam F1 HDR Reader LISS Hollon-Snuourral Sections HT Height HDO Hot Dipped Galvanized IN Itch INFO hnformamon I.D. Inside Diameter 1, F. Inside Face INST Install INSUL In4rdatian INT Interior INV Invert INV EL Invert Elevation I.T. Inverted Tee Bemn IT Joint JST(S) Joisus) TBE Joist Bearing Elevation JR Turner K K KIPS KIT Kips per Linear Foot K8F Kips per Square Foot KSI hips per Square Inch KO Ivnockout L LVL Laminated Veneer Lumber LH Lett Hand LT VT Lightweight LF Linear Foot LNTL Lintel LL Live Load LD BRG Load Berri ng LLH Lou- Leg Horizontal LLV Long Leg Fertical LONG Longitudinal LPT Lcw Point M MAS Miscarry MO Masonry Opening MATL Material MAX ydaximum MTL Metal MECH Mechanical MD Metal Deck MEZZ Mezzammie ML. Micro Larni noted Wood MIN Minimum 1MISC Vliscellcneous M Moment MC Moment Connections Misecn:neous Charnel N- NF Near Face INS Necu Side N North N-S North -South NOM Nominal NLB Nan Load Bamin, NIC Not nt Contract NTS Not. to Scale NO or Number 0-Cc On Center OPNG Opening OPP -.... Opposite, O.D. Outside Dimension O.F. Outside Face 0; O chit to Out P- PR Pair PSL Parallel Shand Lrmaber PLK Plink PL Plate PT Post Tension, Pointe Pressure Treated 13 or Pound Pn1F Pounds per Cubic Foot PLF Pounds per Linear' Feet PST Pound perSaluareFoot PSI Pounds. par Square Inch PC Precast PREV Previous PROJ Project HONS e- QTY Quantity R R Radius REF Refer' Reference REMF Reinforcing) Reinforcement REBAR. Reinforcing Bar PEQ'D Required REV Revised: Reverse RH Right Hand RD .Roof Drain SCHED Schedule SECT Section v Shear SHT Sheet SLNI Similar S South SPA Spaces SPEC Specification SO Square SF Square Foot STAG Stagger STD Standard SIT. Steel STLJST Steel joist S Ef. LNTL Steel Lintel SIT PL Steel Plate STL TRS Steal Truss STPF Step Footing STIF Stiffener SIR. Stringer. Straight STRUCT Structure SCL 9hucaual Ctanvvme Lumber SUPP Support SYM Symbol T- T Tee Section TT Double Tee (Precast) TEMP Tenyxrrmp, THRU Through TO Top Of TOB Top of Bean TBE Top of Boain Elevation T,B Top and Bottom TOC Top of Concrete TEE Top of Finish Floor TEE Top of Footing Elevation TO.J Top of Joist TLE Top o£Ledge Elevation THE Top of iahsonry Elevation TPE Top of Pier Elevation TOP Top of Plate TSE Top of Stab Elevation TOS Top of steel TOW' Top of Wall TAT Top of Will Elevation is 'tube Steel TYP Typical tJ - I'IV Unless Noted LtO Unless Noted Otherwise V - V shear \ AR Varies V'ER Verify \ LRT Vertical GOL Volume WT Weight WWF Welded Wire Fabric W West' Wide Flange Beam V§ND Window it'- With sir 0 Without WD Wood W'P W'orking Point X- l'BRA. Cross Bracing Y- ID yard z ZRC Cold Cmlvanizing Compound STRUCTURAL SHEET INDEX SO.1 STRUCTURAL NOTES, ABBREVATIONS, AND SHEET INDEX S1.0 FOUNDATION PLAN S1.1 ROOF FRAMING PLAN S1.2 STANDARD DETAILS & HEADER AND POST SCHEDULE S2.0 WALL SECTIONS S2.1 WALL SECTIONS S2.2 WALL SECTIONS S2.3 WALL SECTIONS S2.4 WALL SECTIONS S2.5 WALL SECTIONS S2.6 WALL SECTIONS .STEEL STUD MEMBER DESIGNATION: Member Depth in Inches Member Thickness in Mils (I.E. - 600 = 6") (I.E. - 362 = 3 5/8") Grade of Steel (I.E. - 250 = 2 1/2") (Only shown when member is 50 KSI) 60OS162-54 (50 KSI) Member Type L Flange Width of Member in Inches S = Stud (I.E. - 162 = 1 5/8") T = Track (I.E. - 200 = 2") RETURN LIP WEB PUNCHOUT MILS TO GAGE CONVERSION 33 MILS 20 GAGE 43 MILS 18 GAGE 54 MILS 16 GAGE 68 MILS 14 GAGE 97 MILS 12 GAGE FLANGE WEB PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 Internatlonal Parkway Minneapolis, MN 55429 (763) 533-9403/f(763) 533-9586 email eng@palanisaml.com Rwhilons 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota, Print Name: P. Palanisami Signed: Date: 9/21/12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN CITY OF CHANHASSEN RECEIVED SEP 2,) 2012 CHANHASSEN PLANNING DEPT Sheet Tills STRUCTURAL NOTES, ABBRE V IAT IONS, AND SHEET INDEX ( S 3 2 FLANGE 1 ADSIT I C A E F G 138'-0" 24'-0" 16'-8" 20'-8" 16'-8" 20'-0" 40'-0" 2'-7 5/8" T 9'-4" 2'-8" 18'-B 3/8" 8" 8'-0" 10'-0" 10'-0" 4" SLAB ON GRADE W/ 8" ft 8" #3 EPDXY COATED 14" O.C. EACH WAY ^" THICKEN SLAB TO 8" AROUND PERIMETER TSE 100'-0" I � (D2 N - 1 S2.5 24"0 DRILLED PIER o W/ SONATUBE LINING TPE 99'-4" (TYP.) M I i� 16" SO 8" DEEP M 4" SLAB ON GRADE W/ #3 EPDXY COATED 14" O.C. EACH WAY THICKEN SLAB TO 8" AROUND PERIMETER TSE 100'-0" 3 1 S2. 0 I I (2) #4 x 4'-0" 2 SLAB CORNERS (TYP.) S2.0 4" FROM WALL, 4" O.C. rn .x CONC. PIER OVER - 7'-0" 12'-0" 4'-9" 48'-7" DRILLED PIER ❑ ❑ (POURED MONOLITHIC) I I TFE 9T-4" 2 -0 (1) COURSE 4" CMU DOWELED TPE 100'-0" (TYP.) I TO FOOTING W/ #5 0 48" O.C. r S — — — — 2 3 S2. S2. N I o ° - - - ° I S TFE 99'-4" —M — - — N p m (1) COURSE 8" CMU OVER _1 7 i N � M i M CV I SEE DETAIL 1/S2.1 FOR TYP. STOOP FOUNDATION ❑ o ❑ ❑ ❑ EMBEDDED ❑ ❑ 14 1 ° d POST BASE (SEE SECTION) 60'-0" r- - - - - - - - - - - - - - - - - 3 OMIT 6" CMU COURSE AT SEE CIVIL FOR SLAB APRON DOOR OPENING LOCATIONS SEE DETAIL 1/S2.1 FOR S2. TWE 99'-4" (TYP.) P. STOOP FOUNDATION (SEE ARCH. FOR DIMENSIONS) M�—=---=---=-� - 1 TRENCH DRAIN o TOP OF SLAB A 1 5" CONC. S.O.G. W/ #4 EPDXY COATED (AROUND TRENCH DRAIN) (SEE 1/S2.3) 15" O.C. EACH WAY OVER VAPOR RETARDER, EL. 99'-9" 6" GRANULAR BASE AND COMPACTED FILL (1.5) COURSES 8" CMU OVER 12" CMU FOUNDATION WALL TO PROVIDE BRICK LEDGE REINF. WALL WITH #5 VERT. d 0 48" O.C. I SLAB CONTROL JOINT I N TWE 100'-4" (TYP.) (SEE DETAIL 2/S1.2) 2'-0" x 12" WALL FOOTING -I W/ (2) #5 x CONT. ® BOT. OMIT 8" CMU COURSE AT CENTERED UNDER CMU WALL I DOOR OPENING LOCATIONS 6'-0" TFE 96'-0" (TYP.) 2 TWE 99'-4" (TYP.) (SEE ARCH. FOR DIMENSI SL ONS) 2.3 - — cr - 4 ¢ 4 8" TFE 96'-0" 20'-0" S2. S2. g S S S 1 , 52.6 0 � tN TFE 97'-4" %yiisio'iiiiiiioiiiiioiiii� SiiioiiiiioiiJiisiiiioii. ►iioiiii�i�ioiiiiioyiiiii�//. I O 2 FD O S . FD 44'-0" 8'-2" N O (1) COURSE 6" CMU TWE 100'-0" DOWELED TO FOOTING W/ #5 ® 48" O.C. 1 ROUND FORMED ISOLATION JOINT FD AT COLUMN LOCATIONS (TYP.) S2. — — — — S2 TRENCH DRAIN (TYP.) S (SEE ARCH.) 1 12" CMU FOUNDATION WALL 2 -0 x 12 WALL FOOTING 14"C. S.O.G. W/ 6X6-W1.4XW1.4 WWFTFE 99-4 BRICK LEDGE 52.0 TO PROVIDE BRICK LEDGE. W/ (2) #5 x CONT. ®BOT. - POR RETARDER, 6" GRANULAR BASE,EL-4" (TYP.) REINF. WALL WITH #5 VERT. CENTERED ON GRID LINE AND COMPACTED FILL L_® 48" O.C. TFE 99'-4" (TYP.) -O" (SLOPE TO DRAINS. SEE ARCH.) 4'-6" x 4'-6" x 14" FOOTING THERAPY POOL TFE 97'-4" SEE DETAIL 1/S2.1 FOR TWE 100'-0' (TYP., U.N.O.) TYP. STOOP FOUNDATION I I Fp OFD W/ (5) #5 EACH WAY, BOT. (TYP.) (SEE ARCH.) III TWE 100'-4" 5" CONC. S.O.G. W/ #4 EPDXY COATED 4'-0"I 2-0" x 12" WALL FOOTING W/ (2) #5 x COWT. ® BOT. ® 15" O.C. EACH WAY OVER 6" CENTERED UNDER CMU WALL GRANULAR BASE AND COMPACTED FILL I I FD TFE 97'-4" (TYP.) TSE 100'-0" OMIT 8" CMU COURSE AT •— DOOR OPENING LOCATIONS TSE 99'-4" ( . (SEE ARCH. FOR DIMENSIONS) 52.4 I I O O FD FD L— 777 � 12" CMU FOUNDATION WALL °p \ W/ #5 VERT. ® 48" O.C. M S2.4 TWE 100'-0" (TYP., U.N.O.) TWE = 99'-4" ® DOOR OPENING LOCATIONS 2'-0" x 12" WALL FOOTING (SEE ARCH. FOR DIMENSIONS) W/ (2) #5 x CONT. ® BOT. CENTERED UNDER CMU WALL 30'-8" 5'-0" TFE 96'-0" 10'-8" 5'-0" 53'-0" A B FOUNDATION PLAN SCALE: 1/8" = 1'-0" ADJUSTEDASNEEDED FORFINISHMFLOOR INSTALLATION (MAX SPACING 15'-0" O.C.) (SEOEO ARCH.I) (TYP.) SLAB CONTROL JOINT O (SEE DETAIL 2/S1.2) FD FD O FD (1.5) COURSES 8" CMU OVER 12" CMU FOUNDATION (FROM GRID EA TO GRID G TWE 100'-0" TWE 100'-4" & FROM GRID 5 TO GRID 4) � I i N -- —_ I TSE 100'-0" (SLOPE TO TRENCH DRAIN) 3 444444444 � L • _ � °° N 2 3 �� S2. S2. PROVIDE (2) #5 x 30" x 30" SEE DETAIL 1/52.1 FOR 1 BENT BARS AT FOOTING CORNERS TYP. STOOP FOUNDATION S2 (11P) 17'-4" 1'-0" 11'-4" 9'-4" 13'-4" 9'-4" 53'-0" C OC, D.1 D.9 E.1 F OG ME PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 Interna-tlonaL Parkway Minneapolis, MN 55429 (763) 533-9403/f(763) 533-9586 email eng@palanisami.com Revisions = 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Polanisam Signed: (0 . Date: 9/21 /12 License No.: 11381 Project The Superdog II 2910 82nd Street Chanhassen, MN Sheet Title FOUNDATION PLAN Sheet Number 5 3 2 1 L C X TPE 106'-0" (TYP.) - 2X8 @ 24" O.C. I 24'-0" 13'-11 5/8" 18'-0 3/8" 8'-0" 4'-0" 8'-0 3/8" 10'-0" 1'-11 5/8" 138'-0" 16'-8" 20'-B" 16'-8" I I I 5'-11 5/8" E 0 20'-0" 40'-0" 60'-0" JOISTS S-6 3/8" (6) SPACES @ 5'-0" = 30'-0" 1'-5 S2.3 0.78 KLF VERT. LOAD (TYP.) 'oB o6, QR 10& A& 60OS162-54 STUDS @ 16" O.C. (TYP.) TPE ® � TPE 106'-8" (TYP.) z (�•) 108'-0" 3 (TYP.) SIM. X N � O_ �a 1 ao i Qa Q° 41 Qq 09 M 2 — — — — - - o m L 3'-6 3/8" 1'-5 5/8" IH18 H18 1.5B 20 GAGE GAGE I H18 JOIST BEARING EL. 112'-0" PAINTED R0 F / DECK IR Im iI �I �I gal gal �I 2 S2. JOIST BEARING BL1 EL. 111'-4 1/2" H2O (2) 2X10 (2) 2X10 (2) 2X10 10 PLF WIND LOAD S2.3 JI N I QA N I Q° _ °q I N - - - - Q° C8X 11.5 r (2 2X10 N- 2 2X10 TYP. 3 4 4 C8X11.5 d�2)) )— N 0.78 KLF VERT. N I I — — — — — — S2.0 S2. r LOAD (TYP.) o L—_ — J I 0.70 KLF VERT. L X ;< 1 S711. N N LOAD (TYP.) 3 C8X11.5 3 52.6 Q� BL1 BL1 BL1 BL1 TPE 108'-0" (TYP.) oR Qh N (2) 2X10 BL1 H2 - H3 BL1 BL1 BL1 _ H3 _ H3 BL1 BL1 C8X11.5 M H4 H4 H4 H4 H4 H5 o o " 17 1 "Ii: I i I I BL1 I, 1'-5 5/8" IJ 80DS162-43 1'-5 5/8" ..LN::::.NI NI NI NI NI NI Y l ( OI N OI N OI N al N OI N m Y m Y m m STUDS / oI Y NI Y i I � of al N I I Y N I Y I Y N I Y of of of of of £1 NI NI N N N N� N ® 16 ( f j __ (2) #4 VERT. EACH / 1.5B 20 GAGE 1 5 578 " SIDE OF OPENING (TYP.) m `�� PAINTED ROOF << K ...:. .... ..... ..... .. . :::..... .., ... BL10 ML3 W to 1 52.4 ML3 JOIST BEARING EL. 108'-0" JOIST BEARING EL. 112'-10" (TYP.) Qo Q� Aj Q� AJ H9 Q A s Q1 H9 Q� Qy Q� Q� BL10 I H6 H6 H6 IH7 H8 H8 BL2 m = H10 = m BL2 H8 HB H8 , H12 H12 H12 s 1L1 BL1 BL1 BLit BL6 A6 BL6 A6 BL6 BL1 BL1 BL1 1.22 KLF VERT. 60OS162-54 STUDS JOIST BEARING 8" CMU WALL W/ 0D 1 2 3 JOIST BEARING N EL. 107'-B" S2.4 #5 VERT. @ 48" O.C. LOAD (TYP.) @ 16" O.C. EL. 112'-10" (TYP.) (TYP. @ EXTERIOR WALLS) S2. S2. S2. TWE 108'-B" (TYP.) I NOTE: ADJUST SPACING OF THESE TWO JOISTS TO 19 PLF WIND LOAD 4'-3 3/4" ACCOMMODATE SKYLIGHT INSTALLATION. COORDINATE 4 1.13 KLF VERT. LOAD (TYP.) 1'-5 5/8" 3'-2" 5'-0" 3'-1" 4'-6" W/ SKYLIGHT PROVIDER (MAX. SPACING = 5'-0" O.C.) (23) SPACES @ 5'-0" = 115'-0" 10'-8" 5'-0" 53'-0" 9'-4" 13'-4" 9'-4" 53'-0" A B C ROOF FRAMING PLAN SCALE: 1/8" = 1'-01, PLAN NORTH D.9 E.1 �F TYPICAL SHEER WALL FRAMING: (AT ALL EXTERNAL WALLS AND ALL INTERNAL BEARING WALLS) 5/8" GYP. BOARD OR 1/2" CEMENT BOARD W/ MIN. #8 BUGLE -HEAD SELF TAPPING SCREWS @ 6" O.C. AT EDGES AND 12" O.C. IN -FIELD, ALONG ONE FACE OF WALL. ATTACH TRACK TO FOUNDATION WALL W/ MIN. HILTI X-U 0.157"0 PAF W/ MIN. 1 1/4" CONC. EMBED @ 16" O.C. DESIGN LOADS TYPICAL DESIGN MWFRS - HORIZ. WIND LOAD = 15.0 PSF UNFACTORED DESIGN LOADS - ROL = 20 PSF RSL = 38 PSF LOADS PROVIDED ON PLANS ARE UNFACTORED TOTAL LOADS, UNLESS NOTED OTHERWISE. R L5 5/8" I G 2 3 L� 5 PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 InternatlonaL Parkway MlnneapoUs, MN 55429 (763) 533-9403/f(763) 533-9586 emall eng@palanisaml,com Revisions - 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Palanisami Signed: Date: 9/21/12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN ROOF FS2 4M ING PLAN A Ell 3 1 ADSIT PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 International Parkway Minneapolis, MN 55429 (763) 533-9403/f(763) 533-9586 email eng@palanlsaml.com — 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Palanisami Signed: ( . C911- Date: 9/21/12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN sheet rie STANDARD DETAILS E HEADER AND POST SCHEDULE Sheet Number 51.2 ADSIT C A) (A 11 111" I I I TOP OF MASONRY EL. 114'-8" METAL ROOF DECK VERT. SLIP CONNECTION - BY STUD SUPPLIER (SEE PLAN FOR LONGIT. WIND LOAD) METAL ROOF JOIST 18 GAGE GALV. ADJUSTABLE BRICK TIES 0 16" O.C. EACH WAY (TYP.) 600Si62-54 METAL STUDS ® 16" O.C. (TYP.) 1/2" BOND BREAKER (TYP.) 4" CONC. SLAB TOP OF SLAB V EL. 100'-0"—x—x=■—xx— L-II 1 8" BOND BEAM W/ EXTEND 2" RIGID INSULATION (2) #4 x CONT. (TYP.) UNDER SLAB SM I EXTERIOR WALL (TYP.) III1 I I -III -i � STOP OF FOOTING -III EL. 97'-4"- ° a d WALL SECTION SCALE: 3/4" = 1'-0" DOWEL TO FOOTING W/ #5 BENT BARS ® 48" O.C. (TYP.) /1TOP OF MASONRY EL. 114'-8" TYP. TRACK TO HSS 1/8" 1"@1 TOP OF MASONRY EL. 113'-4" JOISTING EL. 112B' EAR-10" TYP. TRACK TO HSS 1/8" 2"012° METAL BOX HEADER 600S162-54 STUDS ®16" O.C. - BY STUD SUPPLIER AND AT EACH JOIST LOCATION (SEE HEADER SCHEDULE FOR LOAD REQUIREMENTS) GALV. BRICK ANGLE ATTACHED GALV. LOOSE BRICK ANGLE TO HEADER I(SEE SCHEDULE) (SEE SCHEDULE) WINDOW OPENING NOTE: PROVIDE VERT. BRICK (SEE ARCH. FOR JOINT EACH SIDE OF OPENING DIMENSIONS) (TYP. AT ATTACHED BRICK ANGLE LOCATIONS) TOP OF SLAB III_IIIIIIIIIIIIIIIIIIII- IIIIII ll1i STOP OF FOOTING EL. 97'-4" a d ° WALL SECTION SCALE: 3/4" = 1'-0" nP OF SLAB . 100'-0 "EL" 2'-0" 4TBRG. 08. ., Bill 3 60OS162-54 METAL STUDS 0 16" O.C. AND EACH SIDE OF JOIST (TYP.) NOTCH TRACK WHERE JOIST BEARING OCCURS (TYP.) TYP. JOIST 1 1/2" TO HSS HSS6X2X1/4 x CONT. (LLH) (TYP.) WINDOW OPENING (SEE ARCH. FOR DIMENSIONS) III III —III= I I III —III STOP OF FOOTING EL. 97'-4" d. 'a d WALL SECTION SCALE: 3/4" = 1'-0"' STOP OF MASONRY EL. 114'-8" JOIST BEARING EL. 112'-10" STOP OF SLAB EL. 100'-0" TOP OF FOOTING WALL SECTION SCALE: 3/4" = 1'-0" 60OS162-54 METAL STUDS 0 16" O.C. AND EACH SIDE OF JOIST (TYP.) NOTCH TRACK WHERE JOIST BEARING OCCURS (TYP.) 60OS162-54 STUDS 0 16" O.C. AND AT EACH JOIST LOCATION WINDOW OPENING (SEE ARCH. FOR DIMENSIONS) O FA PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 InternatlonaL Parkway MinneapoLls, MN 55429 (763) 533-9403/f(763) 533-9586 emalt eng@patanisaml.com Revisions - 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Polonisami Signed: Date: 9/21 /12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN Sheet Title WALL SECTIONS 5 4 3 2 1 ADSIT PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 Internatlonal Parkway Minneapolis, MN 55429 (763) 533-9403/f(763) 533-9586 emoll eng@palanisaml,com - 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the lows of the state of Minnesota. Print Name: P. Palanisami Signed: "4� Date: 9/21/12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN sheet Title WALL SECTIONS Shoot Nunber 2 .1 I i I litki rA I PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 Internatlona� Parkway Minneapolis, MN 55429 (763) 533-9403/f(763) 533-9586 emall eng@palanisaml,com — 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Palanisami Signed: . Date: 9/21 /12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN WALL SECTIONS Sheet Number 52._2 ADSIT C C: �J01ST BEARING EL. 112'-10" TYP. TRACK TO WF 1/8" 1'®12" TOP OF SLAB WIDE FLANGE BEAM ATTACH TRACK TO WIDE FLANGE BEAM W/ 60OS162-54 STUDS ® 16" O.C. HUNG FROM HSS BEAM ABOVE M TRENCH DRAIN ANUFACTURED / 4" CONC. SLAB V EL. 100'-0' X�* x— -x x— r-x�sx=z— P—x- IIIII I1 I I I x a' � I Ii I I —III I_I _I- i11 III ---III NOTE: PROVIDE 5" CLEAR AROUND _I III_III-III 4' i III _. III —III III TRENCH DRAIN AT 5 SLABS —I I I� I � fIIIIIIIIIIIII__I_I! I I I I I— I i ,1 I IIII1 I I . I II I ��,IIIIIIIIII Ili�_lilllflll�;� il' _IIII1�1 � 1111111111_ TOP OF MASONRY EL. 112'-0" 8" BOND BEAM W/ (2) #4 x CONT. OVER (1) COURSE 6" HALF -HIGH 8" CMU TWE 100'-4" STOP OF SLAB V EL. 100"-0" STOP OF FOOTING �IIIEL. 96'-0" F 11 5/8" METAL ROOF DECK VERT. SLIP CONNECTION - BY STUD SUPPLIER (SEE PLAN FOR LONGIT. WIND LOAD) METAL ROOF JOIST 18 GAGE GALV. ADJUSTABLE BRICK TIES ® 16" O.C. EACH WAY (TYP.) 60OS162-54 METAL STUDS ® 16" O.C. (TYP.) 1/2" BOND BREAKER (TYP.) 5" CONC. SLAB I- - EXTEND 2" RIGID INSULATION III —III UNDER SLAB 48" FROM EXTERIOR WALL (TYP.) —11'lllll IIII11111' 111 �—I 111l i — DOWEL TO FOOTING A W/ #__ BENT BARS ® _ O.C. (TYP.) WALL SECTION SCALE: 3/4" = 1'-0" WALL SECTION SCALE: 3/4" TYP. TRACK TO HSS 1 JOIST BEARING NOTE: PROVIDE VERT. BRICK JOINT EACH SIDE OF OPENING 0 COL. VERIFY W/ ARCH. #4 EPDXY COATED 24" x 24" BENT BAR 0 24" O.C. TOPOF SLAB _ EL. iV 00 -0 5" CONC. APRON W/ #4 EPDXY J COATED ® 15" O.C. EACH WAY (SEE ARCH. FOR APRON DIMENSIONS) TOP OF FOOTING 1 4" BRG. I F T(P. 60OS162-54 METAL STUDS 0 16" O.C. AND EACH SIDE OF JOIST (TYP.) NOTCH TRACK WHERE JOIST BEARING OCCURS (TYP.) TIP. JOIST l/8" i 1/2" TO HSS WALL SECTION. SCALE: 3/4" = 1'-0" W8X18 R3/8" x 12" x CONT. (GALV.) DOOR OPENING 1/2" EXPANSION MATERIAL #4 24" x 24" BENT BAR 0 24" O.C. 14, 1 I a l l I I i lIII1 I I1 IIIIII —III II STOP OF MASONRY EL. 112'-0" OUJOIST BEARING EL. 111'-4 1/2" 60OSlE ® 16" STOP OF SLAB EL. 100'-0" STOP OF FOOTING EL. 96'-0" WALL SECTION SCALE: 3/4" = 1'-0" I FA PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 InternatlonaL Parkway Minneapolis, MN 55429 (763) 533-9403/f(763) 533-9586 enalt eng@palanlsaMl.coM R@VI9101►4 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Palanisam Signed: Date: 9/21 /12 License No.: 11381 ftjed Title Superdog II 2910 82nd Street Chanhassen, MN Sheet Title WALL SECTIONS Sheet Number 523 5 4 3 2 1 ADSIT OA rl F04 PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 InternatlonaL Parkway Minneapolls, MN 55429 (763) 533-9403/f(763) 533-9586 emalL eng@palanlsaml.com — 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Palanisami Signed: Date: 9/21 /12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN Sheet Title WALL SECTIONS Sheet Nuttber 52,4 ADSIT PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 International Parkway Minneapolis, MN 55429 (763) 533-9403/P(763) 533-9586 emall eng@palanisami.com — 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Palanisami Signed: L � Date: 9/21/12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN Sheet Title WALL SECTIONS e_2.5 IC EL. 1 IN t 0 2" 9 5/8" 600S162-54 METAL STUDS ® 16" O.C. (TYP.) W8X15 1 6'-4 3/4" 1.5B 20 GAGE PAINTED METAL ROOF DECK C8X11.5 BREEZEWAY SECTION SCALE: 3/4" = 1'-0" 9 5/8" TOOP SLAB W/ #4 ED ® 12" O.C. EACH WAY ZM OVER 6" GRANULAR ;OMPACTED FILL #4 EPDXY COATED 18" x 18" BENT BAR ® 2'-0" O.C. ALL AROUND (TYP.) 8" CMU W/ #4 VERT. ® 48" O.C. (TYP.) STOP OF MASONRY EL. OF MP JOIST BEARING EL. 111'-4 1 /2" STOP OF STEEL EL. 109'-1" �ZTOP OF SLAB EL. 100'-0" STOP OF FOOTING V EL. 96'-0" HSS (STUL FOR 1 10'-0" r uuiii.0 ni iiLF (BEYOND) BREEZEWAY SECTION SCALE: 3/4" = 1'-0" PALANISAMI & ASSOCIATES CONSULTING ENGINEERS 5661 International Parkway MinneopoLls, MN 55429 (763) 533-9403/f(763) 533-9586 ermalL eng@palanisami.com RevWxis 9-21-12 For Permit Date: 9-21-12 Project No.: PAI Drawn By. JCC 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 Engineer under the laws of the state of Minnesota. Print Name: P. Polanisami Signed: Date: 9/21 /12 License No.: 11381 Project Title Superdog II 2910 82nd Street Chanhassen, MN Shed We WALL. SECTIONS 5 111 3 2 1