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0 Imi x7. 4646 Dakota Street Southeast V ITS Prior Lake.MN 55372 April 6, 2015 Kathy Anderson Architectural Consortium L.L.C. 901 North Third Street Suite 220 Minneapolis, Minnesota 55401 RE: Plan review for Prior Lake Shore Club Dear Ms. Anderson, Following are the results of the building permit review for Prior Lake Shore Club. The review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). 1. Certificate of Survey Sht. 2: a. Include proposed ramps and stairs, b. Setback from 904.0 to closest deck edge, c. provide square footage of modified existing deck. 2. Complete the Structural Engineers requirements for Special Inspections IBC 1701.5. See attached. 3. Sht. C3.0: Indicate location of water service and fire hydrants adjacent to the site. A fire hydrant must be located within 400 feet of all exterior portions of the building as measured around the exterior of the building. MSFC 7511.0508.5.1 Exception 2. 4. Sht. C3.0: The Fire Department Connection (FDC) must be located within 150 feet of a fire hydrant. Locate FDC at grid E-4; facing east. MSFC 7511.508.5.1. 5. Sht. C3.0: Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Locate on each side of parking lot. IFC 1001.7.1. 6. Sht. C3.0: Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a minimum distance away the height of the building. 7. Sht. C3.0: Provide two additional (for a total of four) accessible parking spaces and access aisles. For even distribution in the parking lot, locate the two additional spaces adjacent to E.O.F. /accessible route to lower level. MSEC 1341 Table 1108.2.2.1. www.cityofpriorlake.com �. �� � Phone 952.447.4230 / Fax 952.447.4263 8. Sht. C3.0: Provide detail of exterior wood stairs located on the southeast corner of the property. 9'. Sht. C3.0: Where is the pedestrian traffic directed to at the bottom of the wood stairs located on the southeast corner of the property? 10. Sht. 4.0: Provide retaining wall plans for walls that are over 4' in height. The plans must be designed and signed by a State of Minnesota licensed structural engineer. A State of Minnesota licensed soils engineer must supply soil testing to the structural engineer for the design of the retaining walls. The City will retain a structural engineer licensed in the State of Minnesota to review the retaining wall plans and to conduct site inspections during construction. An escrow is required to be submitted equal to the fee in which the cities consulting structural engineer charges for their review and site inspections. 11. Sht. C3.0: Provide proposed spot elevations of the accessible route from accessible parking spaces to the bottom of the ramp. 12. Provide address numbers on building. IFC 505. 13. Submit signed plans of HVAC, fire suppression, kitchen hood, plumbing, and emergency lighting/exit signs. May be submitted at a later date. Separate permits are required for each. 14. Provide a soils report. 15. Before the foundation inspection passes, submit a letter drafted by the surveyor to state the proposed lowest floor elevation. Before a certificate of occupancy is granted, the surveyor must fill out the Federal Emergency Management Agency (FEMA) form 086-0-33 Elevation Certificate. 16. Provide a kitchen layout plan. 17. Submit kitchen plans to the Minnesota Department of Health; Food, Beverage and Lodging Program, go to: http://www.health.state.mn.us/divs/eh/food/license/procedure.html for their review, approval and licensure. 18. Submit signed drawings of roof and floor trusses at framing inspection. 19. Where does the roof water from the flat roofs and pitched roofs terminate? 20. Sht. A2.2 (G): Provide attic ventilation clear vent specifications and calculation for the attic area. IBC 1203.2. 21. If a freestanding sign over seven feet in height is proposed, provide signed structural plans. 22. A demolition permit for each parcel is required to be obtained. A $5000.00 escrow deposit in the form of cash or cashier's check is required to ensure demolition completion and constant erosion control for each of the projects. See enclosed applications. 23. Provide Energy Envelope calculations. 24. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry. 25. A city supplied water meter and pressure reducing valve must be sized and purchased by the plumber. 26. If provided, indicate a means of lawn irrigation with back flow prevention device. A separate service and metering for billing purposes may be used. Water shutoff valves shall be located in the City right of way. 27. Provide fire department lock box at the front door. An application for purchase of the box will be received with the approved building permit. 28. Ventilation for the building must meet IBC chapter 12. 29. Sht. A2.1: Provide stairway details, rise, run, handrails and headroom etc. 30. Sht. A2.1: provide handrail extensions at top and bottom of stairs. MSBC 1341 ANSI A117.1 505.10.2 and 505.10.3. 31. Sht. A2.1: Change length of accessible ramps to 60". MSBC 1341 ANSI A117.1 405.7.3. 32. Sht. A2.1: Provide table and seating layout for dining room and outside seating areas. 33. Sht. S3: Provide wall sheathing nailing pattern. 34. Sht. 4.5: Correct discrepancy: cross section of lower level deck does not match Sht. A2.1 floor plan or Certificate of Survey. 35. Sht. S2; grid line B-2: Correct: Bottom of footing appears to have 1.5' of frost protect from bottom of retaining wall. Frost protection requirement is 3.5'. MSBC 1303.1600. 36. A Liquor license is required to sell liquor. City Code 301.401. 37. Access to and from the outdoor areas in on-sale licensed liquor establishments shall be through the remainder of the premises or through the property controlled by the license holder. Indicate method of control such as 5' high fences and egress only gates. City Code 301.1500(7). This review is based on the Certificate of Survey, building and civil plans dated April 3, March 25, 2015 and March 18, 2015 respectively. Other code items may be addressed when the above items are submitted and reviewed. Plan reviews by the cities Engineering, Community and Economic Development, Public Works and Natural Resources departments are forthcoming. Questions, please call me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official cc. Waterstreet Restaurant Group Enc. CITY OF PRIOR LAKE 4646 DAKOTA STREET S.E. PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Project Name Location SPECIAL STRUCTURAL TESTING AND INSPECTION Specification Description Type of Inspector(3) Report Frequency Assigned Section Article Firm(4) Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time, to be filled out when applying for a building permit. (1) Use descriptions per UBC Section 1701,as adopted by Minnesota State Building Code. (2) Special Inspector-Technical, Special Inspector-Structural. (3) Firm contracted to perform services. ACKNOWLEDGMENTS Each appropriate representative shall sign below: Owner: Firm: Date: Contractor: Firm: Date: Architect: Firm: Date: SER: Firm: Date: SI-S: Firm: Date: TA: Firm: Date: SI-T: Firm: Date: TA: Firm: Date: SI-T: Firm: Date: F: Firm: Date: F: Finn: Date: *The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side of form if necessary.) Legend: SER=Structural Engineer of Record SI-T=Special Inspector-Technical SI-S=Special Inspector-Structural TA=Testing Agency F=Fabricator Accepted for the Building Department by Date , ----............----- , I. , I .. < ig. 3/3//5-- 1 p 0 uto 41 I I•‘tir G 3. a Fir-o ,f- Fp-0.4dr <0.45— .-. -P6.42. .; c:. c.c.**. ProldvIs ____________I •-e ft c-.14‘.14 41,c- - ' ImAS-4 4 4 4 r, II P.Alkftlig...6 alk.a... c.- IOtte +1 , C. 4, .- 3Z— I '1 - %..-a‘..'" 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V'v E���.c�s• S-.3 iS.-6, �. ,�1L,G7,i&� Fig.. ;. 1111 t I} 4 tai:A.► Li: Lam. rte., 4 1 A-5r Qct niit i 1 , • (I �� i,S 7t- 9 . u _._ 41r����i A ._ - C.. V “., Tl 4 L ...Ai N0 , ' r.,c1 76, or'%'� "22t4 s 4,7/c s /F S/�i2✓ cc32vV - p ,rT G Z A'q..5! kibiet pos Lam- Pc & Pte -" v P Pta2. ' r 14 i i_ r �.{: .,. /' ✓ / !hL.r I/.J,.__ - t fl `t t 5-- 1 i Tse 1 t_ �'''°'''-S fpr`- /5 S e,i.f gem, i i 2-- -5 Tifir reotc-t‘-- 1-;) b`er<'r--- Pile/Y - 9 0 4- Q 1 ' 3 50 Ea, .ryv_cc. . ,491F— p_644-- Fesa. 1 - 0. il ,,o 5kul 4 ' i IA IL& I 4 RO OMPIAIIIKI:Nr - :'' • CONE) 1-1, ' il "1/1 isay______ce4-________—.___-, - ii dttr5 Bob Hutchins From: Bob Hutchins Sent: Friday, May 08, 2015 3:45 PM To: 'Bill Kranz' Cc: Dan Rogness;Jeff Matzke; Larry Poppler Subject: RE: Restaurant Bill,I reviewed the survey brought in by Valley today. It appears on the new survey that the building has been shifted to the east by 9'compared to the April 9, 2015 survey. The cities plan review was based on the April 9 survey. By moving the building east, several questions come up; has the parking configuration shown on Civil sht C3.0 been changed?It appears that parking stall numbers may be have to decrease; Explain how the existing deck has been shifted to the east along with the building; How can the deck be existing in the April 9 survey but retained its exact shape after being moved to the east in the May 8th survey. Please submit a new Civil sht C3.0 with a new parking stall arrangement showing the new location of the building.Also the April 6, 2015 building plan review letter item# 11 required that existing or proposed spot elevations be marked for the Accessible route to the building and to the lower level. Please include in the new civil plan.After the new civil sheet has been submitted I will route the May 8 survey and the new civil plans to the city staff for their review. A short time ago owner Jeff came in to city hall with two checks but the building permit is not ready to be issued at this time. When the building permit is ready to be picked up we will call you.At that time the foundation permit can be paid for and the monies for SAC can be escrowed.City staff will need to review and approve the plans before the foundation building permit is ready to issue. Please submit the civil plans as soon as possible for staffs expedite review. Thank you Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851;Fax: 952.447.4245 Sign up for Email Updates. Original Message From: Bill Kranz [mailto:bkranz2478@gmail.com] Sent: Friday,May 08,2015 11:50 AM To: Bob Hutchins Subject: Restaurant Bob Jeff(bldg owner)will drop off the checks today for the permit fees Valley surveying said they will get you the drawings by 1 today If all good to go please call me and I will pick up the permits Monday morning as we would like to finish the retaining wall Sorry about my misunderstanding with regard to the retaining wall Thank you Bill Kranz 612-270-1 1 4/30/2015 Intake Vents-Lomanco®Vents Show 10 T entries Search: CTN.WT. Model Cotz: Longtf:(ft) NFA(in.2) CTN.QTY. (lbs.) -t i.k .:15 10 Swd,r,., ti.;ft. Showing Showing Ito*,of 1 entries Leman coc,..)C-Series and Circle Vents Show'5 ' entries Search: Overall }foie Ingor NFA i •-, 1 Cglor Sfroos 3i40 3iLe} CTN. (in.2) tio) (In.) QTY. , .. ,'. C4.' 4 x6 3.i 15 25 12 1.5.4 Ni5,-W5,- Sucon Cu1 15 5 x 15 37 12 W.: 10 Si' E-(41!et.FS Scene. 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SAC Units Charges: Restaurant Bar 47.5 ft @ 1.5 ft/seat @ 23 seats/SAC 1.38 Indoor Seating Fixed: 24 seats @ 10 seats/SAC 2.40 Non-Fixed: 1319 sq. ft. @ 15 sq. ft./seat @ 10 seats/SAC 8.79 Outdoor Seating 4382 sq. ft. @ 15 sq. ft./seat @ 10 seats/SAC x 25% 7.30 Outdoor Bar 20.5 ft @ 1.5 ft/seat @ 23 seats/SAC x 25% 0.15 Total Charges: 20.02 or 20 Credits: Future Demolition(SAC paid 12/94) Single Family Dwelling 1.00 Net Charge: 19.00 Please be aware that the demolition credit is being taken ahead of the actual building demolition and no other credit will be available. All demolitions must be reported within one month of the end of the calendar year during which the demolition permit was issued, in order for the prior use to be eligible for any credit on the property. The demolition must be properly reported on the MCES SAC-D Demolition Declaration Form. At the time of the actual building demolition note on your SAC- D form that the credit has already been applied to a new use. The business information was provided to MCES by the applicant at this time. It is also the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at jessica.nye(ametc.state.mn.us. Sincerely, ju220117Adc. Jessie Nye Supervisor, ES Revenue (SAC) JN: an: 150226A4 (468274, 383008) Determination expiration: 02/26/2017 cc: Bill Kranz, Waterstreet Restaurants File, MCES 390 Robert Street North 1 St. Paul. MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I metrocouncil.org METROPOLITAN COUNCIL U N C I L An Equal Opportunity Employer MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on New Food: Lakeside on Prior, Project No. 150365 Location: 3950 Green Heights Trail, Prior Lake, MN 55372, Scott County Date Approved: April 7, 2015 Date Received: February 10, 2015 Submitted by: Bill Kranz, 4421 Shoreview Road, Robbinsdale, MN 55422, (612) 270-1506 Ownership: Waterstreet Restaurants Group, 30 Waterstreet, Excelsior, MN 55331, (612) 916- 0280 Thank you for submitting plans to the Minnesota Department of Health(MDH). The plans appear to be in general compliance with the standards of this department and have been approved with the following changes.You are responsible for compliance with all aspects of the Minnesota Food Code. This code is available at http://www.health.state.mn.us/divs/eh/food/code/index.html. Please see report below for the changes and/or comments. Scope of Project: Construction of a new large foodservice establishment. Establishment will have two kitchens,two bars and an ice cream service station. Upon completion,the establishment will be licensed as a large foodservice establishment with alcohol service from a bar with two additional foodservice areas. Contact Marijke Schwarz Smith at 651-201-3777 to obtain a license application and to schedule all pre- operational inspections. All license fees must be paid prior to scheduling all pre-operational inspections. No food is permitted in the establishment until approval from the Health Authority is given. 1. Equipment Standards—General Requirements: Food and beverage equipment shall meet the applicable standards for one of the following: • National Sanitation Foundation(NSF). • Edison Testing Laboratories(ETL)to NSF Standards. • Underwriters Laboratory(UL)to NSF standards. • Canadian Standards Association(CSA)to NSF Standards. Equipment shall bear the NSF or equivalent sticker and manufacturer information. The Sanitarian doing the pre-operational inspection will follow up to ensure that all equipment meets applicable standards. All custom fabricated equipment shall meet NSF International or equivalent standards and bear a sticker indicating the equipment meets the standard. Custom Equipment Manufacturer Stainless steel equipment John Boos Food contact surfaces(tables and counters)shall be of stainless steel construction in compliance with NSF Standard No. 2 or equivalent. Table-mounted equipment that is not easily movable shall be sealed to the table or elevated on four (4)inch NSF legs. a Lakeside on Prior New Food 150365 Page 2 April 7, 2015 All floor mounted equipment shall be sealed to the floor or elevated on casters or six(6)inch NSF legs. •Back bar cooler and ice cream dipping cabinet will be placed on casters. Enough equipment for cooking,heating and hot holding shall be provided.Equipment should be sufficient in number and capacity to meet the needs of the establishment. Enough equipment for cooling and cold holding shall be provided. Equipment should be sufficient in number and capacity to meet the needs of the establishment. 2. Walk-in Cooler/Freezer: Model walk in cooler approved: LEER(outdoor) Floor& interior base cove: Quarry tile/Integral quarry tile coved base Model walk in freezer approved: LEER(outdoor) Floor& interior base cove: Stainless steel/factory supplied stainless steel coved base Model walk in keg cooler approved: LEER Floor&interior base cove: Quarry tile/Integral quarry tile coved base Exterior base cove: Integral quarry tile coved base Shelving inside walk in coolers and freezers must meet NSF International or equivalent standards and shall be approved for use in a cold environment. Condensate from interior walk-in refrigeration equipment shall be drained to a floor drain located outside of the unit, or the unit shall be equipped with an evaporator pan. Exterior food storage walk-in coolers or freezers must be designed for extra structural loads from snow or other environmental concerns and must be approved by the local building official.It is recommended that exterior refrigerated units be provided with a roof. 3. Ventilation System: (Three-Captive Aire)Type I hoods provided for: Two cooklines in the main level kitchen and one cookline in the lower level kitchen. (Captive Aire)Type II hood provided for: Dishmachine in main level kitchen. All ventilation systems shall be designed,installed and operated according to chapter 1346 of the Minnesota Mechanical and Fuel Gas Codes. Exhaust ventilation systems shall be designed to prevent grease or condensation from draining or dripping onto food,equipment,utensils,walls,ceiling, linens and single-service articles. All open sides of a Type I canopy hood shall overhang equipment by at least six(6)inches. All open sides of a Type II hoods shall meet overhang requirements specified in Minnesota Rule 1346.0507. Lakeside on Prior New Food 150365 Page 3 April 7, 2015 All rooms shall have sufficient tempered make-up air and exhaust ventilation to keep them free of excessive steam,condensation,vapors, obnoxious or disagreeable odors,smoke and fumes. Sufficient tempered make-up air shall be provided and interlocked with ventilation equipment. Ventilation hoods shall provide at 50 foot-candles of shielded light at the working surfaces. Stainless steel or ceramic tile wall finish shall be installed behind cooking equipment. These wall finishes must comply with the MN Fire Code. Exposed utility service lines and pipes shall not be installed directly on the walls or floor,except: a. quick disconnect gas hoses approved by the American Gas Association or NSF International, and b. flexible cords and caps for commercial cooking equipment on casters,listed by Underwriter's Laboratory. 4. Sinks: A three-compartment sink with dual integral drain boards will be provided in the main level kitchen. • Sink bowls shall be adequately sized for the largest utensil to be washed in the three- compartment sink. • Approved racks, shelves or dish tables for storing soiled equipment and utensils and air drying clean equipment and utensils will be provided. A two-compartment food preparation sink will be provided in the main level kitchen. Four hand sinks will be provided in the main level kitchen. •Per email dated 3/27/15,an additional hand sink will be added in the slicing area of the main level kitchen. •A hand sink will be provided in the lower level ice cream dipping station. A right splashguard will be provided. •Hand sink 215 will be provided with a left splashguard. Hand sink 234 will be provided with left and right splashguards. Two hand sinks will be provided in the lower level kitchen. • Each handwashing sink shall be provided with hot and cold water through a mixing valve or combination faucet. 5. Dishmachine: Type of machine not provided at time of review,located in main level kitchen. All warewashing activities require an area for disposal of garbage and scrapping. Integral drainboards,utensil racks,or tables large enough to accommodate all soiled and clean items shall be provided. LakesideewFood on Prior N 150365 Page 4 April 7, 2015 High temperature sanitizing warewashing machines shall have space for a minimum of three racks for air-drying utensils. Chemical sanitizing warewashing machines shall have space for a minimum of five racks for air-drying utensils. A warewashing machine that uses a chemical for sanitization shall be equipped with a device that indicates audibly or visually when additional chemical sanitizer is needed. Undercounter Dishmachine: Type of machine not provided at time of review,located in lower level kitchen. Provide NSF approved 6"legs/casters,or skids on the undercounter dishmachine. 6. Cabinetry: Cabinetry located within a foodservice area: Lower level back bar. Center of back bar,where tap system will be installed,will be constructed of stainless steel. Plastic laminate will not be approved in this area. Cutouts in millwork and exposed wood surfaces on cabinets and under counter tops shall be sealed to provide a smooth and easily cleanable surface. Countertop Material: Plastic laminate Interior Cabinet Material: ll, Plastic laminate Exterior Cabinet Material: Plastic laminate Type of Base: _X_6"NSF Legs � -4"Solid Concrete Curb 7. Storage Area: Location:Approved racks in lower level dry storage room. Provide an adequate amount of storage space for supplies necessary for the operation. Shelving will be provided to maintain food items,single-service items and equipment six(6)inches above the floor. Designate an appropriate chemical storage space separate from food products,single-service items and food equipment. • Lakeside on Prior New Food 150365 Page 5 April 7, 2015 8. Physical Facility Floors, walls, and ceilings in areas where food is stored,prepared or washed,toilet rooms and janitorial rooms shall be smooth,non-absorbent,durable and easily cleanable. •Doors will be added in the lower level bar area at both entrances to the ice storage room to prevent the entrance of flying insects/pests from entering the lower level kitchen area. •Roll up garage doors will be provided at the lower level bar and will remain closed during inclement weather. Approved Finish Schedule Finish Area Walls: Ceiling: Floor/Integral Cove Base: Kitchen, 100: FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Rear entry, 102: FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Rear storage, 103: FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Main floor bar: FRP interior of bar Painted drywall Quarry the/Integral walls quarry tile coved base Dry storage,001: FRP Smooth vinyl tile VCT/vinyl coved base Locker/Soda system, FRP Smooth vinyl tile Quarry tile/Integral 003: quarry tile coved base Liquor storage,004 FRP Smooth vinyl tile VCT/vinyl coved base Prep area,007 FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Cookline,008 FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Service lane,009: FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Patio bar,001 FRP interior of bar Smooth vinyl tile Quarry tile/Integral walls quarry tile coved base Ice storage,012 FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Lakeside on Prior New Food 150365 • Page 6 April 7, 2015 Integral base cove shall be installed at all floor/wall junctures. r. CORRECT METHOD .' INCORRECT METHOD • • 9. Lighting: Install a sufficient number of shielded lighting fixtures in the walk-in cooler/freezer and dry storage areas to provide a minimum of 10 foot candles measured at 30 inches above the floor. Food and utensil storage rooms,areas behind a bar and toilets rooms shall be provided with at least 20 foot candles of shielded light measured at 30 inches above the floor. Food preparation areas in which food or beverages are prepared,utensils are washed shall provide a minimum of 50 foot-candles of shielded light measured 30 inches above the floor. 10. Dressing Rooms and Lockers: Lockers or other suitable facilities will be provided for the orderly storage of employee's clothing and other possessions. 11. Bar/Wait station: The interior of bar shall be finished with approved flooring,base cove and wall materials. The main level bar top finish will be: Sealed wood.The underside of a wood bar top must be properly finished. The lower level bar top finish will be: Sealed concrete. Lakeside on Prior New Food 150365 Page 7 April 7, 2015 APP.X.ed Sodom Ip —s. 3 r 7jj i f Comld F4'rr 17 e..s / V r A hand sink will be provided in the main level bar area and the lower level bar area.Install an approved left and right splashguard at bar hand sinks. A dump sink may not be used as a hand sink. The first compartment of the four compartment sink in the main level bar will be used for a dump sink. •The lower level bar will not be provided with a dump sink. The lower level bar will only use single service plastic cups. A handsink will be provided for the wait station. •The pass thru wait stations will be provided with splashguards between the hand sink and ice bins. Beer/Beverage lines must be installed 6"off the floor and the chase properly sealed. The tap tower is attached to an approved bar surface indirectly wasted to a floor drain. 12. Plumbing: A plumbing plan approval letter has not been received at this time.Provide at opening inspection evidence that the plumbing system has been inspected and approval given by the local building official or a representative from the Department of Labor and Industry(DOLI). Lakeside on Prior New Food 150365 Page 8 April 7,2015 All plumbing shall be inspected and approved by the Minnesota Department of Labor and Industry (DOLI)or delegated agent.For information on submittal contact Department of Labor and Industry at 651-284-5067 or visit their website at http://www.dli.mn.gov/CCLD/Plumbing.asp. All pipe chases that pass through walls shall be tightly sealed and covered with escutcheon rings. All utility lines shall be enclosed in walls or ceilings.Any exposed utility lines must be installed at least 6"off the floor. Indirect waste pipes shall not discharge into hand sinks,prep sinks or three-compartment sinks. Telltale drains are required for food service sinks. Grease traps shall be installed in accordance with the Minnesota Plumbing Code, Chapter 4715. All commercial water heaters shall be of adequate capacity to meet the needs of the anticipated demand of the establishment. Water heater submitted: 100 Gallon,AO Smith Provide a stand or 6 inch legs for the CO2 bulk tank. A running water dipper well will be provided at the ice cream dipping station on the lower level.The water supply line must be air gapped and the dipper well indirectly wasted to a floor drain. 13. Other Code Requirements: For information on the Minnesota Clean Indoor Air Act(MCIAA)contact 651-201-4601 or visit their website at http://www.health.state.mn.us/dies/eh/air. Contact MN Electrical Licensing&Inspection at 651-284-5026 or visit their website at http://www.dli.mn.gov/CCLD/Electrical.asp for information on electrical requirements and the name of the electrical inspector in your area. Sincerely, Aego-ov 6,---j. Matt Finkenbiner, R.S. Environmental Health, FPLS Plan Review Mankato District Office 12 Civic Center Plaza, Suite 2105 Mankato, Minnesota 56001-3752 I (*-przA.1..U`5 Pte- 04 , Cf , (4c______L____L.6c .7________ FEGo\--e5---___ I r.....vo r-&- Gft...),A, 1 - -' 11111 4•- aralelL-A.. 4. , ,,-. alamminumbi, -4-- I f f p� 404- ' --- -.14411111111111111 I L-5 l'rkLt _ I „....... MAIO, _ ,.. , i_..:,.. „. , i - 1 ,, t 6 ciLve, A--c- --r_ 5‘ Titi 41 I C 0 ei- , .2.7ii ot k Aft r fr. ► OFm _ _ _- - _. _� r os- r ,./ (-----) (rj 'I/ 6- .4,ead co 66 ,)6dut 2-1-1/ 7 _7 c,--) 4110.J1-- rq;• (5dt4141/1444:5 ARCHITECTURAL CONSORTIUM L. L.C. © : ,Je62 . SA?�y��� 901 North Thiry Street,Suite 220 tel 612.436.4031 Minneapo is,MN 55401 fax~612.692.9960 Plan Review Response Letter Date: April 7, 2015 Re: Prior Lake Shore Club, Prior Like, MN Project# : 14-1069-01 q Mr. Hutchins, ©�► 77t.t r.s.,,,gp__. Contained herein are responses to your plan review letter dated April 6, 2015. The General Contractor and owner are responsible for orchestrating and coordination all MEP work and related permits as applies. They will work with the necessary parties to provide the applicable items for review and approval as necessary which includes State Plumbing review where applies and Department of Health review. The same can be said for special inspections, soils testing and any site work involving grading given specific field conditions. Attached is filled out special inspections form. Responses are given in italics following the original comment or question. Following are the results of the building permit review for Prior Lake Shore Club. The review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341.Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). Certificate of Survey Sht. 2: a. Include proposed ramps and stairs, b. Setback from 904.0 to 1o closest deck edge, c.provide square footage of modified existing deck. Response: Drawing to be provided by surveyor. Complete the Structural Engineers requirements for Special Inspections IBC 1701.5. See attached. Response:Attached at the end of this document. f sr . Sht. C3.0: Indicate location of water service and fire hydrants adjacent to the site. A fire hydrant must be located within 400 feet of all exterior portions of the building as measured around the exterior of the building.MSFC 7511.0508.5.1 Exception 2. Response: The existing hydrant in front of 3945 Green Heights trail has been shown on the revised plans. It is within 400 feet of the building. There is no record copy of the existing www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4263 water service to the building. The water service on the plans is an assumed location, will / need to be field located. (Sheet C6.0). 4. Sht. C3.0: The Fire Department Connection (FDC) must be located within 150 feet of a fire hydrant. Locate FDC at grid E-4; facing east. MSFC 7511.508.5.1. Response: The existing hydrant in front of 3945 Green Heights trail will be shown on the revised plans. The hydrant is within 150 feet of the fire department connection as shown on the revised plans. (Sheet C6.0) ( Sht. C3.0: Provide fire lanes for fire apparatus response. Signage to read:" pNo Parking Fire Lane by order of Fire Department". Locate on each side of parking lot. IFC 1001.7.1. Response:Signage is shown on the revised plansas noted 'b. Sht. C3.0: Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a minimum distance away the height of the building. Response: The PIV has been placed along the assumed route of the existing water service on the revised plans. The proposed PIV location is approximately 75 feet away from the // building. (Sheet C6.0) `�"7 Sht. C3.0: Provide two additional (for a total of four) accessible parking spaces and access aisles. For even distribution in the parking lot, locate the two additional spaces adjacent to E.O.F. /accessible route to lower level. MSBC 1341 Table 1108.2.2.1. Response: Two additional accessible parking spaces (along with an access isle) have been added to the revised plans in the location requested. lg. Sht. C3.0: Provide detail of exterior wood stairs located on the southeast corner of the property. Response:A note has been added to the revised plans that these stairs will be design-build. Yom. Sht. C3.0: Where is the pedestrian traffic directed to at the bottom of the wood stairs located on the southeast corner of the property? Response:A striped pedestrian sidewalk route has been added to the revised plans. l 0. Sht. 4.0: Provide retaining wall plans for walls that are over 4' in height. The plans must be roku•iCid t ' designed and signed by a State of Minnesota licensed structural engineer. A State of Minnesota licensed soils engineer must supply soil testing to the structural engineer for the design of the retaining walls. The City will retain a structural engineer licensed in the State of Minnesota to review the retaining wall plans and to conduct site inspections during construction. An escrow is required to be submitted equal to the fee in which the cities consulting structural engineer charges for their review and site inspections. Response: Wall design will be provided by the material supplier. (Grading note Mon C4.0) :ht. C3.0: Provide proposed spot elevations of the accessible route from accessible parking ,40.. spaces to the bottom of the ramp. Response: Spot elevations of the accessible parking spaces and route will be field verified The current survey does not provide adequate information for a detailed design at this time. op►itr`1 X12. Provide address numbers on building. IFC 505. Response:Number will be provided on the east facing elevation facing the parking lot. Submit signed plans of HVAC, fire suppression, kitchen hood, plumbing, and emergency ...ii. lighting/exit signs. May be submitted at a later date. Separate permits are required for each. p � Response: The General Contractor and the owner are responsible for orchestrating and coordination all MEP work and related permits as applies. Plans will be submitted at a later date. 4.Provide a soils report. Response:Please see attached "Test Pit Observation"by Braun. In addition they will be on site to observe the soils as required per the following 2/25/15 response from the city to Bill Kranz: Bill, A test pit is acceptable initially for obtaining the building permit. We would want Bruan back to look at the soils at the time of excavation and before pouring the footings. We want confirmation of their opinion on the entire excavation. �� 15. Before the foundation inspection passes, submit a letter drafted by the surveyor to state the 69't proposed lowest floor elevation. Before a certificate of occupancy is granted, the surveyor must fill out the Federal Emergency Management Agency (FEMA) form 086-0-33 Elevation Certificate. Response: The general contractor will schedule the surveyor to perform these actions. r16.Provide a kitchen layout plan. Response:See latest plans by Hockenberg—Sheets FS-1.0 and FS-1.1 17. Submit kitchen plans to the Minnesota Department of Health; Food, Beverage and Lodging Program, go to: http://www.health.state.mn.us/divs/eh/food/license/procedure.html for their review, approval and licensure. Response: All plans have been submitted for Health Department approval. Health Department approval sent 4/8/2015. 4 8. Submit signed drawings of roof and floor trusses at framing inspection. Response:Engineers seals will be present on plans at time of framing inspection. 119. Where does the roof water from the flat roofs and pitched roofs terminate? Response: Roof water will be directed to downspout nozzle (lamb's tongue) in the north west corner of the building. Civil has indicated an area of riprap on sheet C5.1. Final izing and routing of roof drain leader shall be by design build plumbing contractor. i�ia l Sht. A2.2 (G): Provide attic ventilation clear vent specifications and calculation for the attic • area. IBC 1203.2. Response:Attic ventilation shall be provided at 1/300 SF of the space ventilated per IBC 1203.2. A vapor barrier shall be provided. The attic is 4206 sf requiring 2020 in2 of free area. (4206 sf/300 x 144in2/sf—2020 in2). Vent mater�cut sheets are attached. — tet oN '+21. If a freestanding sign over seven feet i�i ht is proposed, 'rovide signed g p p ,p g ed structural plans. Response: None is planned at this time. Signage will be handled by the owner under separate permit as required. - 122. A demolition permit for each parcel is required to be obtained. A $5000.00 escrow deposit in the form of cash or cashier's check is required to ensure demolition completion and constant erosion control for each of the projects. See enclosed applications. Response: Demolition contractor will apply. 3. Provide Energy Envelope calculations. Response: The building for the above referenced project has been designed to meet or exceed the minimums of the MN Energy Code based off the ASHRAE standard 90.1- 2004 w/amendments per MN Chapter 1323. A synopsis of the standard as it applies to this building can be found on sheet A0.1. ,-24. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry. Response: It is our understanding that the General Contractor and their applicable subs will submit to DOLL %f!A city supplied water meter and pressure reducing valve must be sized and purchased by the • plumber. Response: It is our understanding that the General Contractor and their applicable subs will size the water meter and pressure reducing valve and obtain the appropriate models j6.from the city. If provided, indicate a means of lawn irrigation with back flow prevention device. A separate service and metering for billing purposes may be used. Water shutoff valves shall be located in the City right of way. esponse:No irrigation planned at this time. 7. Provide fire department lock box at the front door. An application for purchase of the box I will be received with the approved building permit. Response: A fire department access box will be provided. Final location shall be coordinated with the fire marshall. 428. Ventilation for the building must meet IBC chapter 12. Response: It is our understanding that the General Contractor and their applicable subs _ /, will design and build ventilation systems per all applicable codes. 129. Sht.A2.1:Provide stairway details, rise, run, handrails and headroom etc. d i`. Response:See attached drawing 2/A4.5. _ � �r n8_, '. Sht. A2.1:provide handrail extensions at top and bottom of stairs. MSBC 1341 ANSI A117.1 �G'�` / 505.10.2 and 505.10.3. GC• . Response: Understood. Handrail extension shall be provided per code. N1 ) Sht.A2.1: Change length of accessible ramps to 60". MSBC 1341 ANSI A117.1 405.7.3. . . Response: Understood. Landing shall be increased to 60" or greater in length per code. 1See revised A2.1. 2. Sht. A2.1: Provide table and seating layout for dining room and outside seating areas. Response:See latest plans by Hockenberg—Sheets FS-1.2 33.Sht. S3:Provide wall sheathing nailing pattern. pp � Response: Nailingpatterns r g°pF /44""0 a 4 for wall sheathing are described on a number of details throughout the structural drawings. Detail 6/S3 and 7/S3 are two examples. Please advise if additional detail or clarification is required._ r► /4 l5 1rr� ,` °� ��-G9�+/YA�I t4$0,7 IS tr zq ls‘ Sht. 4.5: Correct discrepancy: cross section of lower level deck does not match Sht. A2.1 floor plan or Certificate of Survey. Response: Sht 4.5 shows the intended condition. Sheet A2.1 revised to match. Deck will be built off of architectural and structural drawings.-Alpha. /2.14, Agt t p� Shav Slit. S2; grid line B-2: Correct: Bottom of footing appears to he 5' o frost o protect m �� �,v bottom of retaining wall. Frost protection requirement is 3.5'.MSBC 1303.1600. s Response:3.5'of cover(min.)shall be provided. Goori � a T" 16.A Liquor license is required to sell liquor. City Code 301.401. Response:It is our understanding that the owner will apply for liquor license as required. _ - ;03 Aecess to and from the outdoor areas in on-sale licensed liquor establishments shall be through the remainder of the premises or through the property controlled by the license holder. Indicate metholl of control such as 5' high fences and egress only gates. City Code 301.1500(7). Response: Owner will provide "No Alcohol Beyond this Point" signage posted at each entry/exit and will monitor with on staff employees. This review is based on the Certificate of Survey, building and civil plans dated April 3, March 25, 2015 and March 18, 2015 respectively. Other code items may be addressed when the above items are submitted and reviewed. Plan reviews by the cities Engineering, Community and Economic Development, Public Works and Natural Resources departments are forthcoming. Questions,please call me at 952-447-9851. If you have further concerns or seek additional clarification on any of the responses above please call me at 612-314-4372. Thank you, f� �6 Chris Mueller �"Ab� NP i l Architectural Consortium vi 6..."- ..44.,„,...,„0 1. eS ,,...„,..,46, L _nt,.... b(5,,, 4 Enc. (' J j1 ,4/ 0, ic4 N65P �4,44.v flows- '.`..1.7n=5.7,..1 t..74--,7a1r.e- cc-azvar a.-.1'Ir,14s1-y C.:::.as a-c 1 f.trs-ig 7:;..isri Ex:- .-t':';C-04m#r.::1Stard'ays' 44Z, -aoa-)eid,Rw...11'4 SI Pki.,..' t.1:‘;55155-4341 z•oz..!-.1. ;.3S1,!24Q3 F'ox: :051 284-S`i40 w4-ii•d.:;:.-,ot,it,rr,-,. 4E. 1-Y: ..R.31)2g7-4196 Special Structural Testing and Inspection Program Summary Schedule Pro Novo P6,3e 5±,121A1- ,": 11:1,&Mfina, project No. ._. _ Location Pv..a Lake_-.°M,',1 Permit tic ii Techracei(2:1 Type of SpeOf c f-tepci Ass toed 1. IN Sectlen Artizle— Dmenpt,cat( J inspector(4.;• FfeltU41%,1',.1) Hall(5) l 1704.4 7.:CaTcate j St-T - i Perizzfc - -tA 17044.1 r ' CaIrset-el 587ntfoerrtert ' St-T Perlodt -1A-- - ------1 ' 1704..7 Szils 1_, TA • 1704.3.1 _j ___pg46,41 StNou.,:al Steel St,T i PgtfOic -----. .,. ....._ -4,- ? • t ,-- -4.1 "----a schedule el1.13 be lEited-out-.111-r-lil-11Ceitafeid lit a Spealid StruCtbrai Teethe&V hrtaPetittal dram (if not°titans 4.e sper-Aed,awurnei meg tarn witt be'IG u:dettnes!tor Spacial!'rsr".„,:.fiyt&'Testi:mg'as contained in the State Su:A.4,1 C .ald as'modified by the slate adopted 18C) RA Cm *le eipei.:44:atrey program can to downloaded directly by ilisNil-g CASt .1,1i at•AvAti.cacr• org` CI) Pefmtt N .to be prov;ded by the Swirling Offload (2, Reteren-red1314 C&:toctnital scope section in the program. (3) Use dewirfrIls per IBC Chapter 17, as adopted by Mi fltrisa'..a.State Ev,a14 ng C:Nrer {4), Spetii :aspect!-Technic&( 1T1; Special Inspectoi-Stactural fSISt f51 WetThy. rnent,Ny.per test:inspection, per lloor.b1c 0,6) No9eirt of Frqn cembevred to•perform sefv10.s. ACKNOWLEDGE:lift N7s -7' co24"..0-2,,,* Each appropriate roprostritaSve 6he II sign heli:: if' ' ' ' tr.- ,•" Fit.,,.,- 1101 S 4 tiLf?) Ce41114.- i t 4ef it i' 1 Owner 2 .„."' , Imra: f - 17,111ret. ?i -•••; Contractir . , Firm, We01212t Pe&63zsliti j (d ...1 .a. g t _ . • _ e, , 1.244, Or A-chitect . _' Ems 4.0riti. co')0,4 Date ? eiii ie SFR: . &-s7 . Ft rn• a4?-4(it.\).1 = n-cc oe; 9 ,. TA' ---74.2 (_,LSZ__..._ Rim: CSgAuki :TVIEre-rET date.Nt?its- ... ..._ F: Fm: If requested tYy erigileer arctitec,of recent or btelitng official,the individual riarrols.Y. g!:ves'.7e.spaciee inspectors ardl the wait they Enteno .1'.o observe shell be identified'as an nttricetmerit Lege ed: SFR=Strix:f.:AP:IT:eL3fteer of Record S1-T,7 SPeela I 17'Spector-Technttat TA 2 I est;r1 Agency S!-S'w.Seo 4t -tspc•rtor-Sttuctwell F g Fabricator k ted Aooecfc.1:the eu-'1,..•74 Dergaitittenr Ety ( ate ,,is. ...,.. Sambatek Engineering I Surveying I Planning I Environmental Letter of Transmittal DATE 05/15/2015 I PHASE JOB N0. 20248 ATTENTION Robert Hutchins TO: Roberta D. Hutchins Building Official CLIENT Waterstreet Restaurants Group ADDRESSCity of Prior Lake RE: Lake Shore Club and Marina CITY,STATE 4646 Dakota Street SE Prior Lake,MN ZIP 55372 WE ARE SENDING: ❑ Shop Drawings ❑ Prints ❑ Change Order ❑ Specifications ID Copy of Letter �� Plans ❑ Samples ❑ VIA: ❑Mail ❑UPS Overnight or Ground Clourier Hours 0 Best price w/tracking • ' TEr 3 05/15/2015 'ii:....::-07'.A 1 , tj' � � f'� . Full Size Plan Set � � � ❑� ��Tjy$rY� � ent ✓ i 'a"F or. 4sq; c ,,, { d �y4 1kX4 t} Y d4EDBE �RE T �M _� , 6 ,:'::'s:::'':;::::,,":::'::':'t t❑ v $ " a'i ,,ApRturnerfosr te/ld;4jV� , ' u�,r�� Elkr F ,t aY � { � fOeqs :❑ J UR AF t.ED I: j] REMARKS: Robert, included are 3 full sized plan sets for the Prior Lake Shore Club and Marina. If you have any questions or concerns,please do not hesitate to contact me. Thank you, Eric Luth, PE COPY TO If enclosures are not as noted,kindly notify us. SIGNED Eric Luth 12800 Whitewater Drive,Suite 300,Minnetonka,MN 55343 1763.476.6010 2401 46th Avenue Southeast,Suite 202,Mandan.ND 58554 1701,204.6845 www.sambatek.com Bob Hutchins From: Jeff Matzke Sent: Tuesday, May 19, 2015 2:40 PM To: Bob Hutchins Cc: Dan Rogness Subject: Charlie's Port on Prior- Comm Dev review Attachments: 05 19 2015 Shore Club Marina Comm Dev Memo.docx; Parking Lot Landscape Plan - FINAL Adjust.pdf Bob, I have attached the latest comment memo for the restaurant site. We can issue the building permit for the restaurant. The remaining construction plan comments relate to the Lot 7 parking lot including proof of purchase of land and easement for the bufferyard, lighting design, and parking stall adjustment. Let me know if you have questions. Jeff Matzke Planner Community& Economic Development Dept. City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 phone(952)447-9814 fax(952)447-4245 Email imatzkena cityofpriorlake.com Think Green.A Please don't print this e-mail unless you really need to.Thank you. 1 O� PRj0� %. u r1 4 So6A Memo Date: May 19,2015 To: Bill Kranz,Doran Construction From: Jeff Matzke, Planner Subject: Prior Lake Shore Club & Marina Building Permit/Site Plan Review The Community& Economic Development Department has reviewed the Site Plans/Building Plans for the subject project with a plan revision date of 5/15/2015 and we have the following comments: General 1. Certificate of Occupancy cannot be granted to allow operation of the restaurant business to begin until all parking lot construction, and landscaping/bufferyard features are installed on Lot 7(3931 Green Heights Trail) in accordance with Ordinance 115-05 and 115-06. 2. As discussed previously, an administrative lot subdivision application is required for the land transfer from Lot 6 (3915 Green Heights Trail) to Lot 7 (3931 Green Heights Trail). Please submit a survey indicating the proposed land transfer along with existing and revise legal descriptions for both properties. Deeds will need to be stamped approved by the City for the two properties prior to recoding the transfer at the County Records Office. 3. Provide proof of a recorded private easement for the landscape bufferyard area required along the east side of Lot 6 (3915 Green Heights Trail). 4. Restaurant/Marina shall operate in compliance with Ordinance 115-05 and 115-06 including hours of operation, seating capacity, boat slips, and parking. 5. A separate liquor license application is required for sale of liquor. Contact the Finance Department for details in regards to process and fees. Site Plan/Preliminary Plat 1. For Bufferyard C compliance, remove stall at southwest corner of Lot 7 parking lot and place additional parking stall at northwest corner of parking lot. Relocate coniferous tree into area vacated by parking stall removal in SW corner of parking lot. (see attached rendering) 2. Submit lighting fixture specifications for exterior parking lights (light poles, exterior wall lights, and bollards). Lighting spillage shall meet Ordinance Section 1107.1800. 3. Any exterior signage will require separate sign permit application prior to installation of signage. Phone 952.447.9800 / Fax 952.447.4245/www.cityofpriorlake.com 0u b` Memo 4fArso�A Date: May 19,2015 To: Community Development From: Engineering Department—Larry Poppler, City Engineer Public Works Department—Pete Young,Water Resources Engineer Subject: Shore Club & Marina Site Plan Review—City Project#DEV15-001001 The Engineering and Public Works Departments have reviewed the Preliminary Plat and site plans for the subject project with revised date of May 15, 2015 and we have the following comments. General 1. Preconstruction meeting will be required prior to commencement of construction. 2. It shall be the responsibility of the developer to obtain all applicable regulatory agency permits. 3. After construction, an as-built record plan shall be submitted. The as-built plan shall follow the requirements of Section 10 of the Public Works Design Manual prior to issuance of the certificate of occupancy. 4. A Letter of Credit will be required for grading and erosion control, utility connection restoration, and right of way restoration. Site Plan 1. Provide pedestrian ramp for pedestrian crossing at Green Heights Trail. Utility Plan 1. Provide size labels for sanitary sewer and water service. Existing and proposed should be labeled. Grading and SWPPP 1. Please show the benchmark on the plans. 2. Show roof scupper locations on the grading plan. 3. Show existing and proposed drainage and utility easements. The proposed stormwater management BMPs require easements. Stormwater Management 1. The stormwater management plan on file was last updated on 1/9/2015 and should be revised to reflect the current site design. 2. The project must include 0.5" of volume control over the total new impervious surface created by the project. Infiltration may not be feasible in this location; a filtration-only design would meet the volume control requirements. Design must meet the requirements of the Minnesota Stormwater Manual. Phone 952.447.9800 / Fax 952.447.4245/www.cityofpriorlake.corn 3. The water quality treatment standard is 60% reduction in phosphorus and 90% reduction in TSS. Please provide documentation that the proposed BMPs will meet this requirement. 4. If infiltration is proposed, soil borings must be submitted to characterize the infiltration capacity of the soils under the proposed basins. Borings must be completed to a depth of at least 3 feet below the bottom of each basin location. 5. Curb cuts with riprap are problematic for long-term maintenance of BMPs. Sumps or other effective pretreatment devices are needed. 6. There is a proposed connection to existing storm sewer south of the infiltration basin. Please provide a detail for this connection. Connection must be core drilled. Existing storm sewer must be evaluated for capacity. 7. Please provide detailed cross sections for the proposed stormwater management BMPs that include all critical features and elevations. 8. City standard plate should be used for outlet control structures. 9. Please provide EOF elevation and path for stormwater management BMPs. EOF in existing parking lot proposed to run over curb or will there be a curb cut? 10. A maintenance agreement is required to ensure that the stormwater management features are regularly maintained and will function as designed. A long-term monitoring and maintenance plan is a required component of the maintenance agreement. Please submit a monitoring and maintenance plan for the planned stormwater BMPs. Bob Hutchins From: Pete Young Sent: Tuesday, May 19, 2015 6:04 PM To: Bob Hutchins Cc: Seng Thongvanh Subject: RE: Charlie's on Prior Attachments: 150519 Shore Club Marina site review2.docx; Monitoring and Maintenance Agreement Template - Prior Lake.docx Bob—They took care of most of my comments on the plan set. I've attached an updated memo along with a template for the maintenance agreement. I'm going to take a closer look at the drainage calcs one more time but the grading is good to go as far as I'm concerned.Thanks, Pete Pete Young, PE, CPESC Water Resources Engineer I City of Prior Lake 4646 Dakota Street SE I Prior Lake,MN 55372 952-447-9831 I cityofpriorlake.com From:Seng Thongvanh Sent:Tuesday, May 19,2015 4:49 PM To: Bob Hutchins Cc: Pete Young Subject:Charlie's on Prior Hi Bob, I didn't have much for left for comments. I did leave Pete's comments on the memo, maybe he will provide you feedback to the comments. Thanks. Seng 1 O. PDQ+? ~~ � u ny 4tiNsolA Memo Date: May 19,2015 To: Community Development From: Engineering Department—Larry Poppler, City Engineer Public Works Department—Pete Young, Water Resources Engineer Subject: Shore Club & Marina Site Plan Review—City Project#DEV15-001001 The Engineering and Public Works Departments have reviewed the Preliminary Plat and site plans for the subject project with revised date of May 15, 2015 and we have the following comments. General 1. Preconstruction meeting will be required prior to commencement of construction. 2. It shall be the responsibility of the developer to obtain all applicable regulatory agency permits. 3. After construction, an as-built record plan shall be submitted. The as-built plan shall follow the requirements of Section 10 of the Public Works Design Manual prior to issuance of the certificate of occupancy. 4. A Letter of Credit will be required for grading and erosion control, utility connection restoration, and right of way restoration. Site Plan 1. Provide pedestrian ramp for pedestrian crossing at Green Heights Trail. Utility Plan 1. Provide size labels for sanitary sewer and water service. Existing and proposed should be labeled. Grading and SWPPP 1. Please show the benchmark on the plans. 2. Show roof scupper locations on the grading plan. Stormwater Management 1. A maintenance agreement is required to ensure that the stormwater management features are regularly maintained and will function as designed. The City has provided a maintenance agreement template. A long-term monitoring and maintenance plan is a required component of the maintenance agreement. Phone 952.447.9800 / Fax 952.447.4245/www.cityofpriorlake.com • MONITORING AND MAINTENANCE AGREEMENT FOR STORMWATER MANAGEMENT City of Prior Lake, Minnesota THIS AGREEMENT is made and entered into this day of by and between the City of Prior Lake, a Minnesota municipal corporation, organized under the laws of the State of Minnesota("CITY") and NAME &ADDRESS, a Minnesota company/LLC/etc. OR enter marital status of individual ("OWNER"). RECITALS WHEREAS, the OWNER has proposed construction of PROJECT DESCRIPTION ("DEVELOPMENT") on property within the CITY; and WHEREAS, in evaluating the design of the project, the CITY requires certain stormwater management standards be met; and WHEREAS, water quality, rate control, and volume control are important stormwater management standards,required by the CITY; and WHEREAS, the OWNER has submitted a plan for construction and maintenance of stormwater management practices designed to meet CITY standards. NOW THEREFORE, based on the mutual promises and covenants set forth herein, the sufficiency of which is hereby acknowledged, the parties hereto agree as follows: 1. Purpose. The purpose of this AGREEMENT is to set forth the terms and conditions for the construction, monitoring, and maintenance of the water quality, rate control, and volume control stormwater management facilities for the DEVELOPMENT ("STORMWATER FACILITIES"). 2. Recitals. The recitals set forth above are incorporated as if fully set forth herein. 3. STORMWATER FACILITIES Required. The OWNER will construct the DEVELOPMENT on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth. In connection with the construction of the DEVELOPMENT, the OWNER is required to construct STORMWATER FACILITIES. 4. Design and Installation of STORMWATER FACILITIES. 4.1 The STORMWATER FACILITIES shall be constructed in accordance with the site plan("SITE PLAN") approved by the CITY. Said SITE PLAN is attached as Exhibit B. Exhibit B is incorporated herein as if fully set forth. 4.2 The SITE PLAN of the STORMWATER FACILITIES will not be changed without prior written approval of the CITY. 5. Monitoring and Maintenance of STORMWATER FACILITIES. 5.1 The OWNER is solely responsible for the monitoring and maintenance of the STORMWATER FACILITIES to ensure that the STORMWATER FACILITIES provide adequate capacity for water quality, rate control, and volume control currently and in the future. 5.2 Monitoring and maintenance activities shall comply with the monitoring and maintenance plan ("MONITORING AND MAINTENANCE PLAN")prepared by a professional engineer, registered in the State of Minnesota and approved by the CITY. The MONITORING AND MAINTENANCE PLAN, attached as Exhibit C, shall include (but not be limited to)methods for cleaning, repairing, and other work deemed necessary to ensure the proper function of the STORMWATER FACILITIES. Exhibit C is incorporated herein as if fully set forth. 5.3 The OWNER must implement the MONITORING AND MAINTENANCE PLAN to ensure that the STORMWATER FACILITIES continue to provide adequate capacity. 5.4 The OWNER must annually conduct at least one inspection of the STORMWATER FACILITIES and submit an annual inspection report to the CITY on or before June 30th of each year. The annual inspection report must include enough information to determine if the STORMWATER FACILITIES are providing adequate capacity. 6. Default. A failure to comply with the SITE PLAN or MONITORING AND MAINTENANCE PLAN (collectively"PLANS") or with any of the terms and conditions of this AGREEMENT shall constitute a default of this AGREEMENT. In the event of a default, the CITY shall provide the OWNER with notice as provided for in Paragraph 7. The notice shall set forth the nature of the default and the time within which the OWNER must cure the default, which shall be not less than 2 weeks. Should OWNER fail to cure the default within the time set forth in the notice, CITY shall have the right, but not the obligation to, enter upon the property legally described in Exhibit A and perform the required work to cure the default, except that in the event the nature of the default is such that, in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property, the CITY may immediately and with no notice to OWNER enter the property legally described in Exhibit A and perform the required work to cure the default. All costs incurred by the CITY to cure the default,including administrative costs, shall be the sole responsibility of the OWNER. 6.1 The CITY shall invoice the OWNER for the costs incurred to cure the default. 6.2 The OWNER shall pay said invoice within 30 days of receipt thereof. 6.3 The OWNER agrees that if OWNER fails to pay the invoiced amount within 30 days of receipt thereof, the CITY may assess the invoiced amount against the property described in Exhibit A. 7. Notices. Required notices to the OWNER shall be in writing, and shall be either hand delivered to the OWNER, its employees or agents, or mailed to the OWNER by certified mail at the following address: ADDRESS. 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: City of Prior Lake, 4646 Dakota Street SE, Prior Lake, Minnesota 55372. 8. Right to Access. The OWNER grants the CITY the right to enter upon the property legally described in Exhibit A for the purpose of inspection of the STORMWATER FACILITIES, curing any default, or to prevent against any imminent potential threat to the health, safety or welfare of persons or property. 9. Indemnification and Hold Harmless. The OWNER shall indemnify, defend and hold the CITY, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits,proceedings, liens,losses, costs, expenses, obligations, liabilities,damages,recoveries, and deficiencies, including interest,penalties, and attorneys' fees,that the CITY incurs or suffers, which arise out of,result from or relate to any acts or omissions involved in the carrying out of the obligations or rights under this AGREEMENT. The responsibility to indemnify and hold the CITY harmless from claims arising out of or resulting from the actions or inactions of the CITY, its Council, agents, employees, and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 10. Recording. The OWNER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of its execution. The OWNER shall provide evidence of recording to the CITY within 10 days thereafter. 11. Heirs, Successors, and Assigns. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the OWNER. 12. Severability. In the event any provisions of this AGREEMENT shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 13. Waiver. Failure of either party at any time to require performance of any provision of this AGREEMENT shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifying the effectiveness of such provision. 14. Reimbursement of Fees and Costs. Any fees or costs incurred by the CITY associated with enforcing any of the terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility of the OWNER. The OWNER agrees that if OWNER fails to pay any invoiced amount within 30 days of receipt thereof, the CITY may assess the invoiced amount against the property described in Exhibit A. 15. Remedies. In addition to any other remedies available to the CITY at law or in equity, including the remedies contained in Paragraph 6 herein, CITY may sue OWNER for damages and/or may maintain a suit for specific performance of this AGREEMENT. All rights and remedies provided to the CITY herein are cumulative and the exercise of one shall not operate to bar the exercise of any other rights under this AGREEMENT or provided by law. 16. Governing Law. This AGREEMENT shall be governed by the laws of the State of Minnesota. Executed by the parties hereto as of the day and date first above written CITY OF PRIOR LAKE By: By: Kenneth Hedberg, Mayor Frank Boyles, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this day of by Kenneth Hedberg, Mayor, and Frank Boyles, City Manager, of the City of Prior Lake on behalf of the City and pursuant to the authority granted by its City Council. NOTARY PUBLIC OWNER By: OWNER, TITLE STATE OF MINNESOTA ) ) ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this day of by NOTARY PUBLIC Reviewed as to Form and Execution: By: Richard Rosow, City Attorney EXHIBIT A LEGAL DESCRIPTION OF PROPERTY ENTER LEGAL DESCRIPTION EXHIBIT B SITE PLAN • " EXHIBIT C MONITORING AND MAINTENANCE PLAN aLr- 4%'^-, 7)-(6:14 61-Ke. 6fM t5e,Sc . . /- ,s 6 /0 / �� �/�"- Z o©®, .- 511" "(^J`C, P - 2,5-o o 3oo� 443 Lafayette Road N. Irk !MINNESOTADEPARTMENT OF (651)284-5005 St. Paul, Minnesota 55155 www.dli.mn.gov LAEIO i Ete INDUSTRY 1-800-342-5354 Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Lakeside on Prior Lake, 3950 Green Heights Trail SW,Prior Lake, Scott County, Minnesota, Plan No.PLB 1505-00043 OWNERSHIP: SUBMITTER: JRH Plumbing LLC, 652 Laurel Avenue, Hudson, WI 54016 Plans Dated: April 21, 2015; Signed:April 29, 2015 Date Received: May 5, 2015 Date Approved: May 22,2015 SCOPE: This review is limited to the provisions of the Minnesota Plumbing Code, as amended. The review is based upon the supposition that the data on which the design is based are correct. Approval is contingent upon requirements included in this report. A copy of the approved plans,specifications,and this Report on Plans must be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. No plumbing work may be covered prior to completing the required tests and inspections. The contractor/installer must obtain an inspection permit from the Minnesota Department of Labor and Industry when an installation is for a state owned facility, Minnesota Department of Health licensed healthcare facility, or a project in an area where there is no local administrative authority. To schedule inspections, contact the state plumbing standards representative for your region. For your regional inspector's contact information, visit our website at http://www.dli.mn.gov/CCLD/CCLDContactus.asp REQUIREMENT(S): 1. The floor drain receiving the dipperwell discharge must be individually vented in accordance with Minnesota Rules,part 4715.2620 and part 4715.1300, subpart 4. 2. The drain branch serving the hand sink and three floor drains must be at least 2%2 inches in size(see Minnesota Rules,part 4715.2310, subpart 2). 3. The drain branch serving the hand sink, dishwasher, and floor drain must be at least 2%2 inches in size(see Minnesota Rules,part 4715.2310, subpart 2). 4. A single trap and waste may serve the four-compartment sink if the trap is located not more than 30 inches from each compartment outlet(see Minnesota Rules,part 4715.0900). Otherwise,an additional trap and vent must be provided. 5. Indirect waste pipes from appliances, devices, or equipment not regularly classed as plumbing fixtures, but which are equipped with drainage outlets,must be trapped, but the traps need not be vented. The waste pipe must be at least 3/4 inches in size, but not less than the size of the outlet or tail piece of the equipment served(see Minnesota Rules,part 4715.1510). 6. The water supply line to the dock area and the outlet must be identified as nonpotable in accordance with Minnesota Rules,part 4715.1910. 7. A cleanout must be provided near the base of each stack(see Minnesota Rules,part 4715.1000). This information can be provided to you in alternative formats(Braille, large print or audio). An Equal Opportunity Employer Lakeside on Prior Lake Plumbing Plan No. PLB 1505-00043 Page 2 of 3 May 22, 2015 8. If CPVC is to be used for the water distribution system,the fixture supply branches to the flush valve water closets must be at least 11/2 inches in size. 9. A note on Sheet P3 indicates that the domestic water piping on the plans are sized for copper installation and that if CPVC water distribution piping is installed,verify the pipe sizing meets the CPVC maximum velocity requirements. Please note that any changes to the water distribution system sizing must be submitted to this office and approved prior to installation. 10. Above-grade horizontal plumbing piping must be supported as follows(see Minnesota Rules, part 4715.1430, subpart 4): a. Plastic pipe: at least every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing(11/4-inch or less): at least every 6 feet. d. Copper tubing(11/2-inch or over): at least every 10 feet. 11. The lawn irrigation system shall be provided with an approved backflow preventer in accordance with Minnesota Rules,part 4715.2110, T, and part 4715.2100. 12. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for construction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. 13. This plan review is for the plumbing systems only and does not pertain to the licensing requirements for the facility. Additional plans, information and fee may be required by the licensing authority for review. Changes to the plumbing system may be required as a result. Revised plumbing plans showing any significant changes to the plumbing system must be submitted to and approved by this office prior to installation. 14. The plans show the installation of two roof drains,therefore, an additional $150 is required for the plumbing plan review fee. Please provide this remaining portion of the required fee. 15. A detail drawing shows the installation of a grease interceptor,however, a grease interceptor is not indicated on the floor plan,waste and vent riser diagram, or the fixture list. If a grease interceptor is to be installed, revised plans must be submitted showing its installation and specifications must be provided. An additional plan review fee of$70 would also be required. 16. The plumbing plan review application indicates that this building is to be served by the existing municipal water and sewer services that served the previous building. Verify that the existing services are sized adequately to serve the proposed plumbing system. The existing sewer service must be at least 6 inches in size. If new services are required to be installed,plans, specifications, and the required plan review fee must be submitted to and approved by our office prior to installation. NOTE(S): 1. The scope of this project consists of the demolition of an existing building and the construction of a new building in its place. The plumbing installation includes water closets, urinals,a single lavatory,multiple user lavatories,three-compartment sinks, a pre-rinse sink,prep sinks, dishwashers, hand sinks, bar sinks, mop sinks, beverage equipment, ice bin, a water supply line to the dock area with an RPZ backflow preventer,wall hydrants, 100-gallon water heater, and roof drains. Lakeside on Prior Lake Plumbing Plan No. PLB 1505-00043 Page 3 of 3 May 22, 2015 2. This facility will be served by existing municipal water and sewer services. Authorization for construction in accordance with the approved plans may be withdrawn if the plumbing installation is not undertaken within a period of two years. Plan approval does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: Co"olleen Erickson Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284-5881 cc: JRH Plumbing LLC City of Prior Lake Building Official MDH EHS via e-mail File 1 4r�' Bob Hutchins From: Bill Kranz <bkranz2478@gmail.com> Sent: Thursday, May 21, 2015 12:01 AM To: Bob Hutchins Cr Josh Humphrey Subject: Charlies footing change Attachments: 20150505111051654.pdf;ATT00001.htm Bob Revised footing change from engineer verified today now that we will heat the ramp to the basement Bill Kranz 612-270-1506 Bkranz2478gmail.com 1 W 1J1 1 11 . I s s 1 _ — All tip . _., J1' ' 'iis1: !'E1.�. TFE=a2'-G 11 1426 1 I Q--- - - - I ' Qi re,a N� 0TFE=a5'-blln ii TFE_a4't%�' I #30S litikink � = f— . —_ _-- 4 11_011 AF-2'-O" ,i is L •. uT - S TFE'dEr-r"t -t) ...4, -I I r sw' y- qq-¢ J . i TFE , � _ iE gei--� emu ' 7 n 4 = F-I11 1 . 'li 1 ;A.... trs I F S. 4rzr GOLD .pINTi r- _ I BREAK THE GONG. 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Letter of Transmittal 3 Client: Waterstreet Restaurants Group Project No: 61503557 Project Name: Prior Lake Shore Club & Marina . Date: June 17, 2015 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Bill Kranz Phone: 612-270-1506 Email: bkranz2478@gmail.com Re: 30 Water Street, Excelsior, MN 55331 'Documents Sent Comments I Concrete Tests Concrete sets 2-3 'Copy List Roger Burks, Contact Information: Sent By: Nicole Sotolova Email: nsotolova@braunintertec.com Phone: Rev:05/05/2014 Providing engineering and environmental solutions since 1957 BRAUN Compressive Strength of Concrete Report Date:6/12/2015 Test Method:ASTM C39 Sample:69158 INTERTEC Saint Paul Client: Project: 1826 Buerkle Road Waterstreet Restaurants Group 81503557 Saint Paul,MN 55110 30 Water Street Prior Lake Shore Club&Marina Phone:651-487-3245 Excelsior,MN 55331 30 Water Street Excelsior,MN 55331 Sample Details Set#: 2 Contractor: Expert Batched: 14:12 CDT Specimen Size: 4"X 8" Cast By: Scott,Andrew Sampled: 15:05 CDT Specimens In Set: 5 Date Cast: 06/03/15 Cast: 15:20 CDT Truck#: 719 Sampled From: Chute Truck Empty: Ticket#: 3507033 Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Footing Location Details: West and North footings. Sample Location/Notes: North footing Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) On-Site Admixtures: None Air: Not Required- (%) Field Measurements Weather: light rain • Slump(in): 4.0(ASTM C143) Plastic Unit Weight: Air Temperature(F): 60 Concrete Temp(F): 72(ASTM C1064) Air Content: 2.3(%)(ASTM C231) Load Volume: 9(yd") Lab Test Results Testing Lab:Bloomington, 11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 2-1 7 06/10/15 1/6 4.01 12.60 33,730 2,680 5 2-2 28 07/01/15 1/27 1A N 2-3 28 07/01/15 1/27 — 2-4 28 07/01/15 1/27 2-5 35 H 07/08/15 1/34 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X /1\ Ick \ 7 1 7 ‘\ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 73w ,S4V( Tom Brunstad 06/12/2015 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:6/12/2015 Test Method:ASTM C39 Sample: 9252 INTERTEC Saint Paul Client: Project: 1826 Buerkle Road Waterstreet Restaurants Group 61503557 Saint Paul,MN 55110 30 Water Street Prior Lake Shore Club&Marina Phone:651-487-3245 Excelsior,MN 55331 30 Water Street Excelsior,MN 55331 Sample Details Set#: 3 Contractor: Expert Construction Inc Batched: 08:55 CDT Specimen Size: 4"X 8" Cast By: Elstrom,Matthew Sampled: 09:30 CDT Specimens In Set: 5 Date Cast: 06/05/15 Cast: 09:45 CDT Truck#: 674 Sampled From: Chute Truck Empty: Ticket#: 03508975 Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Foundation Wall Location Details: 15'S and 30'E off NW Building Corner Sample Location/Notes: NW Building Corner Batch Log Specifications Supplier: Cemstone Mix Design: 4066 Strength: 4000(psi) Plant: 36 On-Site Admixtures: None Field Measurements Weather: Partly Cloudy Slump(in): 6(ASTM C143) Plastic Unit Weight: Air Temperature(F): 60 Concrete Temp(F): 67(ASTM C1064) Air Content: 6.5(%)(ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Bloomington, 11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 3-1 7 06/12/15 3/4 4.00 12.57 44,370 3,530 4 1A N 3-2 28 07/03/15 3/25 3-3 28 07/03/15 3/25 3-4 28 07/03/15 3/25 3-5 35 H 07/10/15 3/32 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps y \ 7 7 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 711**3 g 541;1( Tom Brunstad 06/12/2015 Page 1 of 1 BRAUN INTERTEC The science You Build On. Letter of Transmittal 2 Client: Waterstreet Restaurants Group Project No: B1503557 Project Name: Prior Lake Shore Club & Marina Date: June 09, 2015 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Bill Kranz Phone: 612-270-1506 Email: bkranz2478@gmail.com Re: 30 Water Street, Excelsior, MN 55331 'Documents Sent Comments Concrete Tests Concrete set 1 'Copy List I Roger Burks, Contact Information: Sent By: Nicole Sotolova Email: nsotolova@braunintertec.cam Phone: Rev:05/05/2014 Providing engineering and environmental solutions since 1957 BRAUN Test Compressive Strength of Concrete ReportDate:Sample:6/8/201568362 Method:ASTM C39 INTERTEC Saint Paul Client: Project: 1826 Buerkle Road Waterstreet Restaurants Group B1503557 Saint Paul,MN 55110 30 Water Street Prior Lake Shore Club&Marina Phone:651-487-3245 Excelsior,MN 55331 30 Water Street Excelsior,MN 55331 Sample Details Set#: 1 Contractor: Expert Batched: 06:49 CDT Specimen Size: 4"X 8" Cast By: Scott,Andrew Sampled: 07:30 CDT Specimens In Set: 5 Date Cast: 05/28/15 Cast: 07:45 CDT Truck#: 589 Sampled From: Conveyor Truck Empty: Ticket#: 3500938 Placement Method: Conveyor Placement Time: Location Placement Location: Building Interior-Pier Location Details: First two rows of piers on the North side. Sample Location/Notes: North row,West end. Batch Log Specifications Supplier: Cemstone Mix Design: 3067 Strength: 3000(psi) On-Site Admixtures: None Air: Not Required- (%) Field Measurements Weather: Clear Slump(in): 4.25(ASTM C143) Plastic Unit Weight: Air Temperature(F): 65 Concrete Temp(F): 70(ASTM Cl064) Air Content: 1.7(%)(ASTM C231) Load Volume: 6(yd3) Lab Test Results Testing Lab:Bloomington, 11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (lbs) (psi) Type Remark Method 1-1 7 06/04/15 1/6 4.00 12.57 29,240 2,330 5 1A N 1-2 28 06/25/15 1 /27 1-3 28 06/25/15 1 /27 1-4 28 06/25/15 1 /27 1-5 35 H 07/02/15 1/34 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps //,\ \ \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 711111114/13 /6),(1-AMA CV( Tom Brunstad 06/08/2015 Page 1 of 1 BRAUN INTERTEC The Science You Build on. Letter of Transmittal 1 Client: Waterstreet Restaurants Group Project No: 81503557 Project Name: Prior Lake Shore Club & Marina Date: May 22, 2015 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Bill Kranz Phone: 612-270-1506 Email: bkranz2478@gmail.com Re: 30 Water Street, Excelsior, MN 55331 I Documents Sent Comments I Density Tests Compaction test 1 ICopy List Roger Burks, Contact Information: Sent By: Nicole Sotolova Email: nsotolova@braunintertec.com Phone: Rev:05/05/2014 Providing engineering and environmental solutions since 1957 0 a) L >, a al ya3 C Q a Ir d as co as c — I-- N £ t ..a w N 7 O^w U es w Ute V= rn � Q da NN.0)Ln c a w - y is _ 2 _ d -8-iL co m c CL m Z +; co N Y C N 0 MJc� J c a) o M •O Ln O L� O 2 C. - as M 1-4 a m d Cr) a a 0 F- U. i N v la U a) m CL CI 0 0 a) m U LL N CO.1 A. .- c C C" w p (U c z.• `- ) J VN• a J a) C 2 O Ln p N a- c 3 Z as O^ C a) C a, ctso a1 a+ , O y a) 0_ a) w a0-- 'F' W 3 —rE E •aV o m wOco U N t tn d wC c ,_ 2. 7p c w- alYa co vo H £ aN = co Or1—co N E C N C N E ha ri 5 a.a-- m = O2 o co O co c N ++ Ln CO O 'n w C� 0 _mom n m CO N2 a '9 m '— I- N'N a E CV CO £ < `I U O civ o 0 +' o 1:1Q o m m 0 W E U. a▪ ' •x O a 0 N a `o y o < O• 9 "OL U as a) co `r U Q1 a) m0_ _ CL L Ln 7 u) .. m 3 I-0 c U . n RLL E w , g _ � U N dw w aFa O vJA. ,, W zm Q' x (A W _ ama c M! . y �- I- mm mL H FO- a momma 'fix rn 4IATNESO b MEMORANDUM DATE: Tuesday, June 16, 2015 TO: Janet Ringberg FROM: Lynda Allen RE: Demolition Permit#15-0321 3950 Green Heights Trail SW This memo authorizes the return of the Demolition Deposit. The footings are in for the new building and the demo permit is closed. Return to: Kevitt Excavating 3335 Pennsylvania Avenue North Crystal, Minnesota 55427 Thank you. Lynda S/A llen, Buildin, Services Assistant _orrTri t /'WilliamL' loy Apal rt cal La r r '' 9300 Poplar Bridge Road•Bloomington, MN 55437• (952) 563-4904 11 Di Sample Result Report Report Date: July 2, 2015 Client: Stillwater Testing, Inc. Received By: DJW Address: 25 Colshire Ln Received Date/Time: 07/01/15 13:45 Mendota Heights, MN 55125 Sample Condition Upon Receipt: Sample Collector: FB ■ Acceptable Collection Date: 07/01/15 I ❑ Other Collection Time: 13:10 Client ID: Kevitt Excavating 3950 Green Heights Trl Prior Lake, MN Sample ID Water Service AA85867 Analysis Name Analysis Analysis Analyst Combination Analysis Reference Start Date Result Unit P/A total coliform-18 Colilert-18 07/01/15 DJW Absent MPN/100mL The analyte(s) reported, for the sample(s) listed above, meet standards set by the Minnesota Department of Health and U. S. Environmental Protection Agency for safe drinking water. MCL (maximum contaminant level) set by the EPA for Total Coliform Absent I ttLLY:J 2-' Approved by: Deb Weltzin Water Quality Supervisor Laboratory Identification Number: 027-053-355 The results in this report apply only to the above listed samples. All routine quality assurance procedures were followed, unless otherwise noted. This analytical report must be reported in its entirety. All methods are certified by the Minnesota Department of Health, unless otherwise noted. EPA 200.7 for the analysis of lead in drinking water is not certifiable by the MDH. Page 1 of 1 BRAUN INTERTEC The Science You Build On. Letter of Transmittal 6 Client: Waterstreet Restaurants Group Project No: B1503557 Project Name: Prior Lake Shore Club & Marina Date: July 09, 2015 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Bill Kranz Phone: 612-270-1506 Email: bkranz2478@gmail.com Re: 30 Water Street, Excelsior, MN 55331 !Documents Sent Comments Concrete Tests Concrete sets 1-2; 5-6 !Copy List I Paul Baumgartner, Paul Baumgartner, Mel Urlacher, Contact Information: Sent By: Nicole Sotolova Email: nsotolova@braunintertec.com Phone: Rev:05/05/2014 Providing engineering and environmental solutions since 1957 BRAUN Compressive Strength of Concrete Report Date:6/30/n15 Test Method:ASTM C39 Sample:70848 INTERTEC Saint Paul Client: Project: 1826 Buerkle Road Waterstreet Restaurants Group B1503557 Saint Paul,MN 55110 30 Water Street Prior Lake Shore Club&Marina Phone:651-487-3245 Excelsior,MN 55331 30 Water Street Excelsior,MN 55331 Sample Details Set#: 5 Contractor: Expert Batched: 11:20 CDT Specimen Size: 4"X 8" Cast By: Garibaldi,Alexander Sampled: 12:30 CDT Specimens In Set: 5 Date Cast: 06/18/15 Cast: 12:45 CDT Truck#: 848 Sampled From: Pump Truck Empty: Ticket#: 3521448 Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Wall Location Details: Walls B.5-5 to D-5,D to E-1 to 5,B.4-1 to E-1. Sample Location/Notes: N wall near top Batch Log Specifications Supplier: Cemstone Mix Design: 4066 Strength: 4000(psi) On-Site Admixtures: None Air: 5.0-7.0(%) Field Measurements Weather: Clear Slump(in): 4.25(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 74(ASTM C1064) Air Content: 5.3(%)(ASTM C231) Load Volume: 10(yd') Lab Test Results Testing Lab:Bloomington, 11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 5-1 7 06/25/15 1/6 4.00 12.57 34,350 2,730 4 1A N 5-2 28 07/16/15 1/27 5-3 28 07/16/15 1/27 5-4 28 07/16/15 1/27 5-5 35 H 07/23/15 1 /34 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps \ 7 1 7\ X //N, 'Y\ \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ---fil411(1 3 le le Ivo\ ,s-,- zil Tom Brunstad 06/30/2015 Page 1 of 1 BRAUN Compressive Strength of Concrete ReportDate:7/2/2015 Test Method:ASTM C39 Sample:71338 INTERTEC Saint Paul Client: Project: 1826 Buerkle Road Waterstreet Restaurants Group B1503557 Saint Paul,MN 55110 30 Water Street Prior Lake Shore Club&Marina Phone:651-487-3245 Excelsior,MN 55331 30 Water Street Excelsior,MN 55331 Sample Details Set#: 6 Contractor: Expert Batched: 13:55 CDT Specimen Size: 4"X 8" Cast By: Garibaldi,Alexander Sampled: 14:25 CDT Specimens In Set: 5 Date Cast: 06/23/15 Cast: 14:40 CDT Truck#: 748 Sampled From: Chute Truck Empty: Ticket#: 3525244 Placement Method: Pump Placementt Time: Location Placement Location: Building Exterior-Wall Location Details: 4 piers at A to B.5-5 to 6,interior foundation walls and wall at grids E-2 to 8.6-2 Sample Location/Notes: SW building corner Batch Log Specifications Supplier: Cemstone Mix Design: 4066 Strength: 4000(psi) On-Site Admixtures: None Air: 5.0-7.0(%) Field Measurements Weather: clear Slump(in): 4.25(ASTM C143) Plastic Unit Weight: Air Temperature(F): 75 Concrete Temp(F): 78(ASTM C1064) Air Content: 5.2(%)(ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Bloomington, 11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) _ Area(in2) _ (lbs) 6-1 7 06/30/15 1/6 4.00 12.57 49,8 0 3,970 Type Remark Methodv 6-2 28 07/21/15 1/27 — 6-3 28 07/21/15 1/27 — 6-4 28 07/21/15 1/27 6-5 35 H 07/28/15 1/34 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X ' / i , \ 7 7 \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ask i631WIAA 4. Vie Tom Brunstad 07/02/2015 Page 1 of 1 Report Date:6/30/2015 BRAUN Compressive Strength of Concrete I N T E RT EC Test Method:ASTM C39 Sample:68362 Saint Paul Client: 1826 Buerkle Road Project: Waterstreet Restaurants Group B1503557 Saint Paul,MN 55110 30 Water Street Phone:651-487-3245 Excelsior,MN 55331 30 Water StreetPrior Lake Shore Club&Marina Excelsior,MN 55331 Sample Details Set#: 1 Contractor: Expert Batched: 06:49 CDT Specimen Size: 4"X 8" Cast By: Scott,Andrew Sampled: 07:30 CDT Specimens In Set: 5 Date Cast: 05/28/15 Cast: 07:45 CDT Truck#: 589 Sampled From: Conveyor Truck Em Ticket#: 3500938 Placement Method: Conveyor pty Y Placement Time: Location Placement Location: Building Interior-Pier Location Details: First two rows of piers on the North side. Sample Location/Notes: North row,West end. Batch Log Specifications Supplier: Cemstone Mix Design: 3067 On-Site Admixtures: None Strength: 3000(psi) Air: Not Required- (%) Field Measurements Weather: Clear Slump(in): 4.25(ASTM C143) Plastic Unit Weight: Air Temperature(F): 65 Concrete Temp(F): 70(ASTM C1064) Air Content: 1.7(%)(ASTM C231) Load Volume: 6(yd3) Lab Test Results Testing Lab:Bloomington, 11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 1-1 7 06/04/15 1/6 4.00 12.57 29,240 2,330 5 1-2 28 06/25/15 1/27 1 N 4.00 12.57 47,600 3,790 3 1B B N 1-3 28 06/25/15 1/27 4.00 12.57 48,770 3,880 5 1-4 28 06/25/15 1/27 1 B N 4.00 12.57 51,680 4,110 5 1B N 1-5 35 H 07/02/15 1/34 " Break Remarks Capping Methods 1A:The test result is for informational purposes. 1B:The result meets or exceeds the specified strength. N:ASTM C1231,Unbonded Caps X1r r \\ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 �3 g 51-Vi Tom Brunstad 06/30/2015 Page 1 of 1 Report Date:7/2/2015 BRAUN Compressive Strength of Concrete I N T E R T E C Test Method:ASTM C39 Sample:69158 Saint Paul Client: Project: 1826 Buerkle Road Waterstreet Restaurants Group B1503557 Saint Paul,MN 55110 30 Water Street Prior Lake Shore Club&Marina Phone:651-487-3245 Excelsior,MN 55331 30 Water Street Excelsior,MN 55331 Sample Details Set#: 2 Contractor: Expert Batched: 14:12 CDT Specimen Size: 4"X 8" Cast By: Scott,Andrew Sampled: 15:05 CDT Specimens In Set: 5 Date Cast: 06/03/15 Truck#: 719 Cast: 15:20 CDT Sampled From: Chute Truck Empty: Ticket#: 3507033 Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Footing Location Details: West and North footings. Sample Location/Notes: North footing Batch Log Specifications Supplier: Cemstone Mix Design: 3067 Strength: 3000(psi) On-Site Admixtures: None Air: Not Required- (%) Field Measurements Weather: light rain Slump (in): 4.0(ASTM C143) Plastic Unit Weight: Air Temperature(F): 60 Concrete Temp(F): 72(ASTM C1064) Air Content: 2.3(%)(ASTM C231) Load Volume: 9(yds) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(1n2) (lbs) (psi),68Type Remark Method 2-1 7 06/10/15 1/6 4.01 12.60 33,730 2,680 5 1A N 2-2 28 07/01/15 1/27 4.00 12.57 59,700 4,750 1 2-3 28 07/01/15 1/27 1 B N 4.00 12.57 60,140 4,780 2 1B N 2-4 28 07/01/15 1/27 4.00 12.57 59,480 4,730 1 1B N 2-5 35 H 07/08/15 1/34 Break Remarks Capping Methods 1A:The test result is for informational purposes. 1B:The result meets or exceeds the specified strength. N:ASTM C1231,Unbonded Caps X1)4 \ / j7\ TYPE i TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ---TIPh+13 egyvvrA40/ Tom Brunstad 07/02/2015 Page 1 of 1 Land Surveyors Planners %A Valley Surveying Co. P.A. (952)447-2570 Suite 230 16670 Franklin Trail S.E. Prior Lake, Minnesota 55372 June 20th, 2015 Waterstreet Restaurants Group c/o Jeff Young 16270 Park Avenue SE Prior Lake, MN 55372 RE: 3950 Green Heights Trail,Prior Lake;MN CERTIFICATION: I hereby certify that on June 19th, 2015, my firm did, under my direct supervision, measure the top of the lower foundation of the restaurant under construction at the above referenced site. I further certify that the elevation of said top of lower foundation(lowest floor slab to match)is 910.0 feet, NGVD 1929adj. Scott M. Swanson,PLS Minnesota License Number 42309 Our file No.11022 Paul Baumgartner From: Paul Baumgartner Sent: Wednesday,August 05, 2015 3:17 PM To: 'Bill Kranz' Cc: Bob Hutchins; Larry Poppler Subject: RE: Prior Lake Shore Club Bill, The way I read this, Kevitte excavation can dig down and change the top to convert the gate valve to a PIV valve without exposing the water service to contamination. If this is the case I would not require another flush. I would like to inspect the conversion before backfill.A bug test will be required before occupancy.This is normally done be a licensed plumber after all fixtures are installed.You may also have an electrical conduit installed for the required monitoring of the PIV.All devises in connection with the fire suppression system must be installed to their listing. Feel free to contact me if you have any questions. Paul Baumgartner Building Inspector From: Bill Kranz [mailto:bkranz2478@gmail.com] Sent: Wednesday, August 05, 2015 2:13 PM To: Paul Baumgartner Subject: Fwd: Prior Lake Shore Club Please advise Bill Kranz 612-270-1506 Begin forwarded message: From: Gunnar Thompson Kevitt Excavating<GunnarT(cr�,kevittexcavating.com> Date: August 5, 2015 at 12:12:12 PM CDT To: Bill Kranz<bkranz2478(a,gmail.com> Cc: Jeremy Juday Kevitt Excavating<jiuday(a�kevittexcavating.com> Subject: RE: Prior Lake Shore Club Bill, We should be able to dig down to the new gate valve up by the road and switch the top out converting it to a PIV. The only thing we will have to do is shut off the water at the main.The rest of the operation can be done without cutting the main or introducing foreign matter into the line,this means no need to retest for bacteria, or pressure testing. I will check in to ordering the kit to do this, and keep you in the loop as far as an installation date. Thank you! 1 <image002.png> Minnetonka, MN I Mandan, ND Engineering I Surveying I Planning I Environmental MFRA is now Sambatek! From: Bill Kranz [mailto:bill.kranz@dorancompanies.corn] Sent: Thursday, June 25, 2015 8:52 PM To: Eric Vogel, EIT Subject: RE: Prior Lake Shore Club thanks From: Eric Vogel, EIT[mailto:EVogelOsambatek.com] Sent: Thursday, June 25, 2015 7:09 PM To: Bill Kranz Subject: Prior Lake Shore Club Bill, Eric Luth asked me to send the maintenance agreement word document for the Prior Lake project over to you. Also included are the two PDF exhibits that will need to be attached. Let me know if there is an issue. Thanks, Eric Vogel, EIT Project Engineer P 763.259.6669 E EVogelAsambatek.com <image003.png> Minnetonka, MN I Mandan, ND Engineering I Surveying I Planning I Environmental MFRA is now Sambatek! Bill Kranz 612-270-1506 Bkranz2478Agmail.com Bill Kranz 612-270-1506 Bkranz2478Agmail.com 4 Cc: Eric Luth Subject: RE: Prior Lake Shore Club Bill, Attached is the revised plan set addressing the City comments on the Utility plan. Also, dimensions on the south parking lot are now all drawn to the face of curb and a note has been changed to reflect this. Thanks, Eric Vogel, EIT Project Engineer P 763.259.6669 E EVogel(a�sambatek.corn r- Sambatek Minnetonka, MN 1 Mandan, ND Engineering I Surveying I Planning I Environmental MFRA is now Sambatek! From: Bill Kranz [mailto:bill.kranz@dorancompanies.corn] -- Sent: Friday, June 26, 2015 10:38 AM To: Eric Vogel, EIT Subject: Re: Prior Lake Shore Club 6"water 4"sewer Bill Kranz 612-270-1506 On Jun 26, 2015, at 10:09 AM, Eric Vogel, EIT<EVogel@sambatek.com>wrote: Bill, I had a quick question regarding the project: The City is requesting that we put size labels on the utility plan for the existing and proposed sanitary and water services on site. We have the sizes for the pipes in the street, do you have the sizes for the services on site? Thanks, Eric Vogel, EIT Project Engineer P 763.259.6669 E EVogel a.sambatek.com 3 Gunnar Thompson General Superintendent of Utilities at Kevitt Excavating Kevitt Excavating, LLC 3335 Pennsylvania Avenue North Minneapolis,MN 55427 Fax: 763.545.5235 I Mobile: 612.707.8834 Www.kevittexcavat igcom From: Bill Kranz [mailto:bkranz2478@gmail.com] Sent:Tuesday,August 04,2015 5:52 PM To: Gunnar Thompson Kevitt Excavating<GunnarT@kevittexcavating.com> Subject: Fwd: Prior Lake Shore Club See attached plans sent to Jeremy on June 27 Begin forwarded message: From: Bill Kranz<bkranz2478@gmail.com> Subject: Fwd: Prior Lake Shore Club Date: June 27, 2015 at 11:23:10 AM CDT To: Jeremy Judah<jjudayAkevittexcavating.com>, Chris Vieau Kevitt Excavating <cvieau@kevittexcavating.com> Updated Civil Plans Bill Begin forwarded message: From: Bill Kranz<bill.kranz@dorancompanies.com> Subject: FW: Prior Lake Shore Club Date: June 27, 2015 at 11:06:32 AM CDT To: 'Bill Kranz' <bkranz2478@gmail.com> From: Eric Vogel, EIT[mailto:EVogel@sambatek.com] Sent: Friday, June 26, 2015 12:35 PM To: Bill Kranz 2 Jim Hansen From: Bill Kranz <bkranz2478@gmail.com> Sent: Monday, August 24, 2015 5:37 PM To: Jim Hansen Subject: Fwd:Charlies south parking lot Attachments: image001 jpg; Untitled attachment 00043.htm; image002 jpg; Untitled attachment 00046.htm; CITY OF PRIOR LAKE BUILDING PERMIT.doc; Untitled attachment 00049.htm; CITY OF PRIOR LAKE PLUMBING PERMIT.doc; Untitled attachment 00052.htm Begin forwarded message: From: Bob Hutchins <BHutchins ah7CityofPR1ORLAKE.com> Date: August 24, 2015 4:54:03 PM CDT To: Bill Kranz <bkranz2478gmail.com> Cc: Paul Baumgartner <PBaumgartnercz.CityofPR1ORLAKE.com> Subject: RE: Charlies south parking lot Bill,Answers: 1. A plumber needs to obtain a plumbing permit to install an AVB not a RPZ. The plumber can use the same plumbing permit to install a water meter. 2. Dog house/green utility box should be as small as possible to shield the meter and AVB. 3. The water meter must be paid for at the building inspection counter. What size meter does the plumber want—I'll pass on the price. The plumber installs the meter. After the meter is installed, call the cities Utility Billing to have meter reader installed. Call MaryAnn at 952-447-9844. 4. Call the cities Utility Billing to have water turned off. Call MaryAnn at 952-447-9844. See attached plumbing permit and building permit(for the water meter).I hope this answers your questions. Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851;Fax: 952.447.4245 Sign up for Email Updates. From: Bill Kranz [mailto:bkranz2478@gmail.com] Sent: Monday, August 24, 2015 12:10 PM To: Bob Hutchins Cc: Paul Baumgartner Subject: Charlies south parking lot Bob Curbs are in parking lot 1 I have never done a remote irrigation system I have trees and plants going in on wednesday/thursday this week and need to install the irrigation lines Plumber will install a RPZ valve to the new 1"line(at nw corner of property) 2nd line for blowing out system in winter I need to build a dog house,any city requirements How do I get a meter installed? Will need water turned on in the street What ever guidance you can give me will be appreciated thanks Bill Kranz Project Manager 612-270-1506 2 Land Surveyors Planners %� , Valley SurveyingCo.,i , • (952)447-2570 Suite 230 16670 Franklin Trail S.E. Prior Lake, Minnesota 55372 June 20th,2015 Waterstreet Restaurants Group cio Jeff Young 16270 Park Avenue SE Prior Lake,MN 55372 RE: 3950 Green Heights Trail, Prior Lake,MN CERTIFICATION: I hereby certify that on June 19th, 2015,my firm did,under my direct supervision,measure the top of the lower foundation of the restaurant under construction at the above referenced site. I further certify that the elevation of said top of lower foundation(lowest floor slab to match)is 910.0 feet,NGVD 1929adj. 72- ep r Scott M. Swanson,,CP„L S Minnesota License Number 42309 Our file No.11022 /0 - 6eir City of Prior Lake APPLICATION FOR SIGN PERMIT Permit No. /63 DIRECTIONS:One completed application per sign is required.Applicant is I. PARCEL I.D.OF PROPERTY: responsible for obtaining a building permit if necessary. 2. APPLICANT: (NAME) OS , ` o d a"0 Kaufman (ADDRESS) (PHONE) Sign Company 2714 Fast 33rd Street Daniel L.1". Kaufman Nli.nneapolis, NN 55406 3. OWNER: (NAME) (ADDRESS) (( 788-6828 (PH 3950ONE) Green Heights Trail Charlie's on PriorPrioTrail PIN 4. SITE ADDRESS OR LOCATION OF SIGN r fie` 55372 (PHONE) 3950 Green Heights Trail 5. TYPE OF SIGN: TEMPORARY(30 DAY MAXIMUM DISPLAY) PERMANENT Balloon--Business—Changeable Copy Signs—Electronic Message--Illuminated Signs--Institutional 'ns-Lake Service Signs—Multiple Residential Nameplate Signs—On-Premise Directional Signs-.Permanent Window Signs—Portable Signs—Subdivision Identification Signs *Note if the sign structure is above 7 feet the international code warrants a building permit. 6. SIGN DIMENSIONS (square feet) (Hei t) 10. Estim to Val1 f (Width) (Depth) r vvv.uu 74L 5-6" 5'0" 1 i. Completion Date 7. TYPE OF CONSTRUCTION 11/15/15 Aluminum - Concrete 8. PROPOSED DISPLAY DATES(if applicable) ul 4 SIGN PERMITS WILL NOT BE PROCESSED IF THEY ARE INCOMPLETE I hereby certify that I have furnished information on this application which is,to the best of my knowledge,true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property,and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the City Planner can revoke this permit for just cause. Furthermore,I hereby agree that City Officials or a designee thereof may enter upon the property to per needed inspe..—ns. SIGNA ARE OF P 1t' '- 'WNERIOWNER REP fTE r'r 1....— /,��'�) j�/,,�' � A DATE P ED NAMEOFt �'tt �.F Ma p PROPERTY OWNER FOR ADMINISTRATIVE USE SUBMISSION REQUIREMENTS __.. ..completed Application tale Drawing showing location of sign Plans and Specs '' P3-31) J`�� ,C �� Permit Fee$ (Permit fee is set 1..1%.1(.01h0,1 Sky �(1 1 (M J at time of application according to approved schedule) n Wality tti Irty RA f)14This Ap. 'catio, t l comes your Sign Permit when approved. i 20 g City •I1 ner or.esignee �g1 Date # �� i 4 This is to certify that the request in the above application and accompanying documents is in accordance with the City Sign Ordinance and may proceed as requested. This docu lent,when signed by the City Planner or designee constitutes compliance with the Si.. Ordinance. Special Conditions A LA,* At- ,_ ` -c dli_ '� .L, — 4.111A- _ + r atl ,O • Cu 1 t.'0 IIIr:�t_ ill I:\handouts&permit apps\permit applications'+2015':signs'sign permit application.doe 0 Monument signOr i u location 5 g ., . , ...„ •, '', - ' --' \ /, • %11, ii/ .0 • .,....! 4 ,,, •.. , ... . _. A 30# .. - . t. .0,,,..., / - . to .„ :, 0 •..• _ : t' 111 . t 444 *a st • ..,,,-f 7..:..T. Ord't7/2.' gO '''...„..."7/ 16 -- si 3. \ ' e 444 ‘sir .... ... r,.... ..... - - , i ,.---- (2 . % _ ___---- . - .. ,i...... ... tO S 1 ,* 0 '.*7' ' t 0°- ',;s7: V 2 ' 14°_,_-.1_•--. .-. ' •A 111.1 $ $, k $ i fii / S1 ''S _ -----i g lot it _-A cid „, ,6..- t. a ... 7 . _ w', iti"...-4- 9- "...Ar r.".. t,,,,, - -' *..O„4„.,,r.r. 1.1.111 lab % 9 __ . g . % 0 . 2 - 4 4 tki ,i xo.,,_.4........1t!----4--3'6--- 1 si i i. - .,,,„-- .......... .." .""."''''.111 1 3., k y-- 1 - 01,....;•'' „.... ''' , Oil _- i 4 2 0 4,, -- ' ' ts I IS - , . a• ,...„.... , vi, 0, 1 , • I ..- * .00...." • a Ca al • -' O ' NI/ k VI 1,11, . - . ,--- , % aelic a r. _ _,, % jtV"... . X - S.," V. ' *1 ' liok , 4* -"'"^....- i wag. i ''''... ; ,„_,--.A,' i Nig - -' ... rs \ .,:%:,,, ill,...m., _• .- ‘.-...... 1.`,.- ,...41 als . c .....‘ -- f-", , u . . ,k 7, ,. .• _, s a' *A.,,,A ii It V. 1 Iit , --'"... ' i,• :., - 111 .,- ,...c;. , ,,..,.., --- 2 ' 1 .. '.4 , , ' ...'•••• • - 1 %4'..!-• . ... I" * • t:- " • -...- a v. ' ' - 'u a .,- UI ••• lis • ' ..'....... ; 15 l'.". • '.*..-43,3t ' '; , 4 .,. : ., . i ,..7„.). „:.,..:.. , AO° s i 1 Is ..., 1244e.° I' 4.. 1 s'''' . N I O co W ce iY c W :7). 1 � 1� 0 ao u ce) ir 4/11 s," 1.4 ,... p^4,( :, � _ 1 O O a. Z LO 00 0 W Zr. 1 %'''.11413/46 L CO 0) n n • W •■U . mW W �°z a -N t0 CO 1 r n E. r r0, m 2 z o a �^o 0.7:,E XJ 2.: - ¢2 O m N E LL Ik9 VLJo �G d L In n Lii !i N LB- • ARDERSDR DRIACDER A. p STRUCTURAL ENGINEERING PffJECT C I t e3 O1 `r i JOB ND. SHEET ND. DATE 1 I•I I Lg NAME L(.� • • i i i t U , . i eta' • ti. I : i . i 1 , ! • , i i vii\ • . j ., ..1. ! ; 1 ' ' 1 ` I .. ' I I i ! i i i 1 .. .i .! ' ' ' '1 { , i ! 1 i i 11 1 , d! ' v • i ' I 1.. I. ! 1• : t iI • i • i i .` • •• ji I { i ! • I i. { 1 • v• 1• • I 1 I t i i 1 1 , 1 , 1 1 1 i •I I 1 ISI 1 , ' : 1 I • ' . : • 1 i ' • • * : ANDERSON URLACHER PA. - STRUCTURAL ENGINEERING PRJECT C 144141 t� C714) Pf i rsi JBB NO. . SHEET NO. BATE R� I q I L. NAME IA Lt-/ I ; I � 1 , it - • I ' i' 1 .1 . I •, ' i , - I ' : I _ e / • I. I i I I t I i . . 1 , '. .mo i. ; • .i i' ; I i 'i , ..1 III I � I ' i I I i i ; 1 , ' I • i ., 1 I , 1 / 1 1 ' I , - 1 ` I : I I 1 i i I I I , ' I , I •I. i 1 I i '..-I ` •i ; i ` I ` •.1 .., 1 • 1 .! 1 I 11 1 I i 1 1 1 1 1 I ', i i • i I . . I , ' . I . I I J. I i 1 , i ! 1 • I I I '-i , ' 1 ii. i t ; I ! I i 1 I 1 l 1 i 1 , 1 I i t , 1 I - i 1 1 , 110.,c) i ', ! 1 i 1 1 ! I I 1 • t i I I. ! i . ..1 i ; 'I I I r i .1.. 1. 11. : . . ! . . •. : ". : i • i I _ I ' ' • •'• 1 1 ' 1 1 • I I I 1 ; ! • 1 I I i - --'I 't •., ! I I 1 t 1 • ' ! : • dry. . 1 „ , , ,-, ; -,- ;. --•; ; , I I I I I 1 1 • 1 ma T \\\\ �' E �\ \ °O'�� ,-Q \` , \ :2' t,� 'A.I .,--- ....\\.... .....) y \ • /f • \ \' --\ 906- i 1 ,,,/!NG AREA . ck.33,0t5.Vel I'M. . • ""A, \ \ \ ___-- • RFAC` � e ..910,. OS Si) . „ e \ w sUM ,. N __----"4" % __ ..A ;N.,2.4... --- ,2)k ---' vit, ,,, 4----7--'- ,.. ,_.....*- A---- . 641:`•'15 . IL o / \- S77ELOI2c' 71R'nr I-I 1:?A' 1_ --- �t • Y L kil ` L.aT} Z off H -----" �- , l'(,)ii R P TOWN v� pIGA � -- ...- LEGAL DESCR/P770N• (per Certificate of Title No. 34t ,- 0. All that part of Lot 20, GREEN HEIGHTS FIRST ADDI ` PSR 1-T1 ^r�' p/at thereof, lying easterly of the following describec 1.0 iGN Beginning at a point on the southerly line of said L, thereon; thence in a northwesterly direction through ..9 terminating, said point described as follows: Commencing at the most southerly corner of said L; West along the westerly line of Lot 20 a distance 01 seconds East 63 feet to said point. Also showing the location of all visible improvements any,. as located in the field the 2nd day of Decembe URVEYOR'S NOTES: '. Benchmark Elevation 92286 Top nut of hydrant as shown hereon. . . No title work was furnished:for the preparation of this survey to verify ownership, the legal descrip tic ,r the existence of any easements or encumbrances. E• xisting utilities, services and underground structures shown hereon were located either physically, fro. -xisting records made available to us or by resident testimony. Other utilities and services may be preset erification. and location of all utilities and services should be obtained from the owners of the respective tilities prior to any design, planning or excavation. This survey shows only those improvements visible during the field survey some structures, improvements and utilities covered by ice and snow or underground may not be shown. JJ � Paul Baumgartner From: Bob Hutchins Sent: Monday,August 24, 2015 4:54 PM To: Bill Kranz Cc: Paul Baumgartner Subject: RE: Charlies south parking lot Attachments: CITY OF PRIOR LAKE BUILDING PERMIT.doc; CITY OF PRIOR LAKE PLUMBING PERMIT.doc Bill,Answers: 1. A plumber needs to obtain a plumbing permit to install an AVB not a RPZ.The plumber can use the same plumbing permit to install a water meter. 2. Dog house/green utility box should be as small as possible to shield the meter and AVB. 3. The water meter must be paid for at the building inspection counter. What size meter does the plumber want—I'll pass on the price. The plumber installs the meter. After the meter is installed,call the cities Utility Billing to have meter reader installed. Call MaryAnn at 952-447-9844. 4. Call the cities Utility Billing to have water turned off. Call MaryAnn at 952-447-9844. See attached plumbing permit and building permit(for the water meter). I hope this answers your questions. Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851;Fax: 952.447.4245 Sign up for Email Updates. From: Bill Kranz [mailto:bkranz2478©gmail.com] Sent: Monday, August 24, 2015 12:10 PM To: Bob Hutchins Cc: Paul Baumgartner Subject: Charlies south parking lot Bob Curbs are in parking lot I have never done a remote irrigation system I have trees and plants going in on wednesday/thursday this week and need to install the irrigation lines Plumber will install a RPZ valve to the new 1" line(at nw corner of property) 2nd line for blowing out system in winter I need to build a dog house,any city requirements How do I get a meter installed? Will need water turned on in the street What ever guidance you can give me will be appreciated thanks Bill Kranz Project Manager 612-270-1506 1 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPS T I DATE NAME ny j _ 6"' PROPERTY ADDRESS -3 - 9.�cZ 6i2e�'-A) f-G=-/ i-t _S 14446_ see' f L)6 ACCEPTED BY APPROVING AUTHORITY('S) NAMES . (�Ti7 vc /)4“)k L ADDRESS PLANS YES I I NO INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVED YES NO IF NO, EXPLAIN DEVIATIONS HAs PERSON IN CHARGE FIRE ANDNMAINTENANCEIPMENT BEEN IOF THIS NDAS TO EW EQU,IPMENTON EYES NO OF CONTROLVALVES ANDCARE IF NO,EXPLAIN INSTRUCTIONS , ( ,YES NO HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES IF NO,EXPLAIN LOCATION SUPPLIES BLDGS. � OF SYSTEM EA .?J 5j/,1, jA YEAR OF ORIFICE I QUANTITY TEMPERATURE MAKE MODEL MANUFACTURE SIZE RATING Tye 17-riers Ww "4, `rL " f !J S'' SPRINKLERS 7-7c.) r,/- :11) f> :(.v- 5e, /CC' T/-tr=S NSi.v 3iF.S `t''L« if 28 , 45-1 �:is` qt.: 3 I.......s-6' _sy /� 3 s" 3/4" l.0 iS PIPE CONFORMS TO I /'' 1 7 STANDARD YES El NO /� / Y ❑ PIPE AND FITTINGS CONFORM TO �,qht- 5 STANDARD ES NO FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM TYPE MAKE MODEL MIN. �EC. VALVE / �_ L______OR FLOW Flclii Jai Tf.1s �v"7�%�� If INDICATOR DRY VALVE 0.0.0 MAKE MODEL SERIAL NO. MAKE MODEL I SERIAL NO. I TIME WATER ALARM TIME TO TRIP WATER AIR TRIP POINT REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY PSI YES NO DRY PIPE MIN. SEC. PSI PSI --- OP RATING EST Without Q.O.D. --- i With A - / Q.O.D. rJ\!T/ ______ IF NO,EXPLAIN (OVER) 85A (10.80) PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 • OPERATION PNEUMATIC i -1 ELECTRIC EJHYDRAULIC PIPING SUPERVISED :_AYES NO DETECTING MEDIA SUPERVISED YES Lj NO DOES VALVE OPERATE FROM THE MANUAL TRIP ANDrOR REMOTE CONTROL STATIONS Li YES TT NO DELUGE& IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FGR TESTING 1 IF NO, EXPLAIN PRECTION j I YES `_I NO _ V VES 4 DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO 1 A / MAKE MODEL I SUPERVISION LOSS.A_LARM OPERATE VALVE RELEASE OPERATE RELEASE IJ`/ tY YES NO YES NO MIN. SEC. 1 HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars)above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. TEST FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION hydrants and blow-offs. Flush at flows not less than 400 GPM (1514 L/min) for 4-inch pipe,600 GPM (2271 L/min)for 5-inch pipe, 750 GPM (2839 L/min)for 6-inch pipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (5678 L/min(for 10-inch pipe and 2000 GPM (7570 L/min) for 12-inch pipe. When supply cannot produce stipulated flow rates,obtain maximum available. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-Y,psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-%,psi (0.1 bars) in 24 hours. � -•► ALL PIPING HYDROSTATICALLY TESTED AT 12J6''��°��PSI FOR ✓l- HRS. IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED Li YES r❑NO LJ EQUIPMENT OPERATES PROPERLY YES C.;NO DRAIN READING OF GAGE LOCATED NEAR/WATER� SUPPLY TEST PIPE RESIDUAL PR RE WITH VALVE IN TEST PIPE OPEN WIDE q(p TESTS TEST STATIC PRESSURE: PSI 8 PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 85B ❑YES Li NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- v P/ 5 00— GROUND SPRINKLER PIPING ❑YES I INO ("JJ V�•�" J BLANK TESTING NUMBBBSED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING AYES I INO IF YES . . . DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY ,,�• WITH THE REQUIREMENTS OF AT LEAST AWS D10.9. LEVEL AR-3 J.CI YES n NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE R-QUREMENTS OF AT, LEAST AWS D10.9. LEVEL AR-3 , � YES 7 NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF 'ES LJ NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IIF NO, EXPLAIN DATA NAMEPLATE ,YES Li NO I DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN �— REMARKS ____ �9 /� NAME OF SPRINKLER CONTRACTOR -, R &—pi r t - / TESTS WITNESSED BY SIGNATURES .- P ` TYti..� (SIGNED) TIT t DATE A� ' V �..d(� E OR 4 i �� ER CONTRA•TOR (SIGNED) TITLE DA ADDITIONAL EXPLANATION ANP 'TES 85A BACK PARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY ,�-9. Expiration OMB No. 1660-00086 J 31,2015 National Flood Insurance Program Important: Read the instructions on pages FOR INSURANCE COMPANY USE SECTION A-PROPERTY INFORMATION Policy Number. Al. Building Owner's Name Waterstreet Restaurants Group,LLC Company NAIL Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 3950 Green Heights Trail SW State MN ZIP Code 55372 City Prior Lake A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) P/O Lot 20,GREEN HEIGHTS FIRST ADDITION,Scott County,Minnesota.(PIN 251020220) Commercial A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) al NAD 1983 A5. Latitude/Longitude:Lat.44-42'39.1_ Long.23-26'27.8'Horizontal Datum: 0 NAD 1927 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 q9, For a building with an attached garage: sq ft A8. For) a Square o with a of crawippa or enclosure(s): 40 7 sq ft a) Square footage of attached garage b) Number footage aent lood openings r enclosure(s)ithec --�- b) Number of permanent flood openings in the attached garage b) of permanent flood id the t grade within 1.0 foot above adjacent grade in or Totalenneture area within openings p foot above adjacent grade c) Total net area of flood openings in A9.b No Q m sin A8.b 11928 sq in c) Engineeredet of flood ing 'ngNo d) Engineered flood openings? 0 Yes 0 d) flood openings? ❑ Yes SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP Community Name&Community Number Scott B2.County Name B3.State Minnesota City of Prior Lake,Minnesota 270432 B9.Base Flood Elevation(()(Zone B8.FIRM Panel Flood useFlbase flood depth) B4.Map/Panel0Number B5.Suffix B6.FIRM Index Date EffeBktive/Revised Date Zone(s) s) AO, 809 fl 0003 C 07/26/1974 11/19/1997 .0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth her in ItemceB9. 0 FIS Profile ® FIRM 0 Community Determined 0 Other/Source: 611. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 0 0 Yes ® No B12. Is the building located in a Coastal Barrier Resources System(C❑BR)area or OthCBRS ❑e O e Protected Area(OPA)? PA Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Finished Construction Construction Drawings* 0 Building Under Construction* Cl. Building elevations ere based on: 0 AR/AH,AR/A0.Complete Items C2.a-h *A new Elevation Certificate will be required when construction of the building BAR,AR/A,AR/AE,AR/A1-A30, C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE), below according to the building diagram specified in Item A7.In Puerto Rico on lyNGVD 92emeters.,enter Benchmark Utilized: Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. 910.2 ®feet ❑meters a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 0 ®feet ❑meters b)Top of the next higher floor 092Q. feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) 0 feet 0 meters d)Attached garage(top of slab) (]feet ❑meters e)Lowest elevation of machinery or equipment servicing the building feet 0 meters (Describe type of equipment and location in Comments) 809.0 f) Lowest adjacent(finished)grade next to building(LAG) 918 8 l feet 0 meters g)Highest adjacent(finished)grade next to building(HAG) rt 3 00 feet CI meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural suppo SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION y law to fy This certificatione isi to that thnormation on this Certificate represents my best efforts to interpret and surveyor,engineer,or architect authorized the data available. elevation information.naI certifyor imprisonment under 18 U.S. Code,Section 1001. I understand here any false are� on back of nt may be form. fine Were latitude and longitude in Section provided by a ® Check here if commentsprovidedlicensed land surveyor? 0 Yes 0 No ® Check here if attachments. License Number 42309 Certifiers Name Scott M.Swanson Title President Company Name Valley Surveying Co.,P.A. City Prior Lake State MN ZIP Code 55372 Address 16670 Franklin Trail SE Telephone 952-447-2570 �Signature Date 10/30/15 C FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. VATION CERTIFICATE,page 2 INSURANCE COMPANY USE IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR y Number. City Prior Lake State MN ZIP Code 55372 Company Polic Buildi3950ng Street Address(includingrail Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. NAIC Number Green HSW SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) buildin owner. Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/c ompanY,and(3) 9 Comments The existing subject structure is a two-story wwaalks ou2restaurant elevwithn data lower shownk hereon reachese is oNGVDtheO 1929 of Prior Lake.At the time the data adj. shown hereon was collected,the elevation of Prior Lake % 11, 1111/Signature Date 10/30/15 (WITHOUT SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(W$HOUT BFE)B, support a or LOMR-F ections For Zones AO and (without BFEraco grade,if Items E1—E5.If the Certificate is intended available. heck the measurement used.Ino Puerto Rico only,enter meters. complete and C.For Items anonE1—E4,iuse atio 9 boxes to show whether the elevation is above or below the highest adjacent El. Provide elevation information for the follwing and check the appropriate ❑feet ❑meters ❑above or 0 below the HAG. grade(HAG)and too lowcst adjacent gads(LAG)• • ❑feet 0 meters 0 above or 0 below the LAG. ba)Top of bottom floor(including basement,crawlspace,or enclosure)is b)Top of bottom floor6-9 ding basement,crawflood peri sr enclosure)is •E2. For Building Diagrams 6-9 with permanent flood openings provided❑•inSection❑mlete�s�above(seer 9 r below theages 8-9 of HAGtNctions),the next higher floor (elevation C2.bgarage in the diagrams)of the building is 0 feet 0 meters 0 above or 0 below the HAG. below the HAG. E3. Attachedoplatform (topmachineryof b)is0 feet 0 meters 0 above or 0floodplain management E4. Top of of and/or equipment servicing the building isd in accordance s E5. Zone AO only: If no flood depth number is available, local official must certify this of the bottom Qnforrrtatioor en in Section Gwith the community' ordinance? ❑Yes 0 No 0 Unknown. ION SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)a Eor ZoneA(without FEMA-issued or community-issued BFE) The property owner or owner's authorized representative who completes Sections A,B,a or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name State ZIP Code City Address Telephone elephone Signature Comment ❑ � here gck if attachment. SECTION G—COMMUNITY INFORMATION(OPTIONAL) (or E),and G sign below.Check the measurement used in Items G8•-G10.In Puerto Rico only,enterr s meted who The local official who is authorized by law or ordinance to ad and ter the community's floodplain management ordinance can complete Sections A,B,C ers. of this Elevation Certificate.Complete the applicable item(s) r9a 01.0 The information ins totter C was Ikinformation. (Indicateation that has the source anbeen date of the elevation data in the Comment area engineer, el w.) is authorized by law certify elevation 02.0 A community official completed Section E for a building located in Zone A(wit hout a FE -issued or management purposes.community-issued BFE)or Zone AO. G3.0 The following information(Items G4-010)is provided forfloodplain community Ga. Date Certificate Of Compliance/Occupancy Issued G4.Permit Number G5. Date Permit Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement Datum G8. Elevation of as-built lowest floor(including basement)of the building: ❑{set ❑meters 0 feet 0 meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: • 0 feet 0 meters Datum 010.Community's design flood elevation: Title Local Official's Name Telephone Community Name Date Signature Comment ❑Che^k here if attachment. Replaces all previous editions. FEMA Form 086-0-33(7/12) LEVATION CERTIFICATE,page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 3950 Green Heights Trail SW City Prior Lake State MN ZIP Code 55372 Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. :1-. 11. I 111 1111i 1 Hi' 1- • R I 1 II ill 1, III 11 11 K View from Prior Lake(10/30/15) FEMA Form 086-0-33(7/12) Replaces all previous editions. LEVATION CERTIFICATE,page 4 Building Photographs Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE ' Building Street AddressPo�y Number. (including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 3950 Green Heights Trail SW City Prior Lake State MN ZIP Code 55372 Company NAIC Number. If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. `1 rs, ie , r A View from Green Heights Trail SW(10/30/15) FEMA Form 086-0-33(7/12) Replaces all previous editions. O m (19) _ , _1 o SQL • 6 33 fi Z4III ciSt� t s2 I rn .3 $ N,01 :, Aag3 $ 12 i a Ii , it'll o[ ' -P,„iv- t ,► m !flat S a S' O /77 :3171$ m i I NP. Receipt:#526157 T233534 Cert# 52286 WD C $46.00 �I��I SOnsFee $5.00 IIIII��I 1 Transfer Entered$5008.23 I CRV#332570 N N No DelinquentTaxes Certified Filed andlor recorded on: Wet Cert Not 4113/2015 3:18 PM Required Office of the Registrar of Titles Scott County,Minnesota Return to: James L Hentgee,Registrar of Titles 4844 N 300 W 0E Cynthia M.Geis,Auditor Treasurer 4844 N 3 SUITE 202 PROVO UT 84804 WARRANTY DEED Form No.9-M Minnesota Uniform Corporation,Partnership or Limited Liability Conveyancing Blanks(6/17/97) Company to Corporation,Partnership or Limited Liability Company (Top 3 Inches Reserved for Recording Data) DEED TAX DUE: $5,008.23 ECRV ID: 332570 Date: April 10 ,2015 FOR VALUABLE CONSIDERATION, JKL Docks LLC, a limited liability company under the laws of the State of Minnesota, Grantor,hereby conveys and warrants to Lakers Holdings LLC,a limited liability company under the laws of the State of Minnesota, Grantee, real property in Scott County,Minnesota,described as follows: All that part of Lot 20,Green Heights First Addition,Scott County,Minnesota,according to the recorded plat thereof,lying easterly of the following described line: Beginning at a point on the southerly line of said Lot 20,50 feet easterly from the most southerly corner thereof; thence in a northwesterly direction through a point to the shore of Prior Lake and there terminating,said point being described as follows: Commencing at the most southerly corner of Lot 20;thence North 28°48'20"West along the westerly line of Lot 20 a distance of 182.4 feet; thence North 56°05'40"East 63 feet to said point. The Seller certifies that the Seller does not know of any wells on the described real property. together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Easements, agreements and restrictions of record,if any. JKL Docks,L C Affix Deed Tax Stamp Here By Karen Sweet Its: President/Chief Manager STATE OF MINNESOTA ) • )ss COUNTY OF HENNEPIN ) This instrument was acknowledged before me on April IL, 2015 by Karen Sweet, the President/Chief Manager of JKL Docks, LLC, a limited liability company, under the laws of the State of Minnesota,on behalf of the limited liability company. SARA N.WILSON OA Si tune of Notary Public or Other Official i 4.014Y".7 Jan 3 aIO a THIS INSTRUMENT WAS DRAFTED BY: Tax Statements for the real property described in this instrument should be sent to: Gislason&Hunter LLP 701 Xenia Ave. South Lakers Holdings LLC Suite 500 7642 Washington Ave. South Minneapolis,MN 55416 Eden Prairie,MN 55344 1737535.1 .G "'';'41't 1'4'tP�nE.44;rtr mc nntYur;•.74 r::; Bob Hutchins From: Bob Hutchins Sent: Monday, November 02, 2015 11:21 AM To: 'Bill Kranz'; Pete Young Cc: Seng Thongvanh; Paul Baumgartner; Dan Rogness; Roger Burks Subject: RE: Charlies Exhibit "C" Monitoring and Maintenance agreement Bill,Water Resource engineer Pete Young has stated the maintenance agreement does not commence until the pond(s) construction is accepted by the city.The south pond is not draining and such its construction is not accepted by the city. One of the conditions of Charlies being granted a temporary Certificate of Occupancy was the agreement be executed and the ponds be in working order. Since this not is the case, please supply an escrow to the city in the amount of$3000.00 until the pond can be fixed or have the pond in working order before a temporary Certificate of Occupancy is issued. If you have any questions contact myself or Pete Young for further clarification. Thank you Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851; Fax: 952.447.4245 Sign up for Email Updates. From: Bill Kranz [mailto:bkranz2478gmail.com] Sent: Monday, November 02, 2015 10:06 AM To: Pete Young Cc: Seng Thongvanh; Paul Baumgartner; Bob Hutchins; Dan Rogness; Roger Burks Subject: Re: Charlies Exhibit"C" Monitoring and Maintenance agreement I have a call into the contractor regarding the south pond not draining Bill Kranz 612-270-1506 On Nov 2, 2015, at 9:53 AM, Pete Young<pyoung(a,CityofPRIORLAKE.com>wrote: Bill—The exhibit is acceptable, please attach to the notarized final agreement. Please note that both stormwater basins(raingarden in north lot, and infiltration basin off the south lot) must function as "dry"—meaning that they should only have water ponding within them 1-2 days after the end of a rainfall (48 hours max).They were designed correctly so if you're seeing issues in the field you will want to check with the contractor to determine the cause of extended ponding and find potential solutions.The City can only accept these basins in a functional condition.Thanks, Pete Young, PE, CPESC 1 r Resources Engineer I City of Prior Lake 646 Dakota Street SE I Prior Lake,MN 55372 952-447-9831 I cityofpriorlake.com From:Bill Kranz [mailto:bkranz2478@gmail.com] Sent:Sunday, November 01, 2015 11:31 PM To: Pete Young; Seng Thongvanh Cc: Paul Baumgartner; Bob Hutchins; Dan Rogness; Roger Burks; Bill Kranz Subject:Charlies Exhibit"C" Monitoring and Maintenance agreement Plan attached Bill Kranz 612-270-1506 Bkranz2478gmail.com 2 MONITORING AND MAINTENANCE AGREEMENT FOR STORMWATER MANAGEMENT City of Prior Lake, Minnesota THIS AGREEMENT is made and entered into this ---5°- day of C-ro"C5 - , ,2cx 5 ,by and between the City of Prior Lake, a Minnesota municipal corporation,organized under the laws of the State of Minnesota("CITY") and NAME&ADDRESS, a Minnesota company/LLC/etc. OR enter marital status of individual ("OWNER"). 'ia-rSC�"CT gQ5 " " RECITALS 30 wte64 s7-2 - 1c- WHEREAS, c .sioa �5 33j WHEREAS,the OWNER has proposed construction of PROJECT DESCRIPTION ("DEVELOPMENT") on property within the CITY; and c►- itES 0.7-' P -O�- ► RSzej T WHEREAS, in evaluating the design of the project,the CITY requires certain stormwater management standards be met; and WHEREAS,water quality,rate control, and volume control are important stormwater management standards,required by the CITY; and WHEREAS,the OWNER has submitted a plan for construction and maintenance of stormwater management practices designed to meet CITY standards. NOW THEREFORE,based on the mutual promises and covenants set forth herein,the sufficiency of which is hereby acknowledged,the parties hereto agree as follows: 1. Purpose. The purpose of this AGREEMENT is to set forth the terms and conditions for the construction,monitoring, and maintenance of the water quality,rate control,and volume control stormwater management facilities for the DEVELOPMENT("STORMWATER FACILITIES"). 2. Recitals. The recitals set forth above are incorporated as if fully set forth herein. 3. STORMWATER FACILITIES Required. The OWNER will construct the DEVELOPMENT on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth. In connection with the construction of the DEVELOPMENT,the OWNER is required to construct STORMWATER FACILITIES. 4. Design and Installation of STORMWATER FACILITIES. • 4.1 The STORMWATER FACILITIES shall be constructed in accordance with the site plan("SITE PLAN")approved by the CITY. Said SITE PLAN is attached as Exhibit B. Exhibit B is incorporated herein as if fully set forth. 4.2 The SITE PLAN of the STORMWATER FACILITIES will not be changed without prior written approval of the CITY. 5. Monitoring and Maintenance of STORMWATER FACILITIES. 5.1 The OWNER is solely responsible for the monitoring and maintenance of the STORMWATER FACILITIES to ensure that the STORMWATER FACILITIES provide adequate capacity for water quality, rate control, and volume control currently and in the future. 5.2 Monitoring and maintenance activities shall comply with the monitoring and maintenance plan("MONITORING AND MAINTENANCE PLAN")prepared by a professional engineer,registered in the State of Minnesota and approved by the CITY. The MONITORING AND MAINTENANCE PLAN, attached as Exhibit C, shall include(but not be limited to)methods for cleaning,repairing, and other work deemed necessary to ensure the proper function of the STORMWATER FACILITIES. Exhibit C is incorporated herein as if fully set forth. 5.3 The OWNER must implement the MONITORING AND MAIN PENANCE PLAN to ensure that the STORMWATER FACILITIES continue to provide adequate capacity. 5.4 The OWNER must annually conduct at least one inspection of the STORMWATER FACILITIES and submit an annual inspection report to the CITY on or before June 30th of each year. The annual inspection report must include enough information to determine if the STORMWATER FACILITIES are providing adequate capacity. 6. Default. A failure to comply with the SI FE PLAN or MONITORING AND MAINTENANCE PLAN(collectively"PLANS") or with any of the terms and conditions of this AGREEMENT shall constitute a default of this AGREEMENT. In the event of a default, the CITY shall provide the OWNER with notice as provided for in Paragraph 7. The notice shall set forth the nature of the default and the time within which the OWNER must cure the default,which shall be not less than 2 weeks. Should OWNER fail to cure the default within the time set forth in the notice, CITY shall have the right,but not the obligation to,enter upon the property legally described in Exhibit A and perform the required work to cure the default, except that in the event the nature of the default is such that,in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property,the CITY may immediately and with no notice to OWNER enter the property legally described in Exhibit A and perform the required work to cure the default. All costs incurred by the CITY to cure the default, including administrative costs,shall be the sole responsibility of the OWNER 6.1 The CITY shall invoice the OWNER for the costs incurred to cure the default. 6.2 The OWNER shall pay said invoice within 30 days of receipt thereof. 6.3 The OWNER agrees that if OWNER fails to pay the invoiced amount within 30 days of receipt thereof,the CITY may assess the invoiced amount against the property described in Exhibit A. 7. Notices. Required notices to the OWNER shall be in writing, and shall be either hand delivered to the OWNER, its employees or agents, or mailed to the OWNER by certified mail at the following address: ADDRESS. 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: City of Prior Lake, 4646 Dakota Street SE, Prior Lake,Minnesota,55372. 8. Right to Access. The OWNER grants the CITY the right to enter upon the property legally described in Exhibit A for the purpose of inspection of the STORMWATER FACILITIES, curing any default, or to prevent against any imminent potential threat to the health, safety or welfare of persons or property. 9. Indemnification and Hold Harmless. The OWNER shall indemnify,defend and hold the CITY,its Council,agents,employees, attorneys and representatives harmless against and in respect of any and all claims,demands,actions, suits,proceedings,liens,losses,costs,expenses, obligations,liabilities,damages,recoveries,and deficiencies, including interest,penalties,and attorneys' fees,that the CITY incurs or suffers,which arise out of,result from or relate to any acts or omissions involved in the carrying out of the obligations or rights under this AGREEMENT. The responsibility to indemnify and hold the CITY harmless from claims arising out of or resulting from the actions or inactions of the CITY,its Council,agents, employees,and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 10. Recording. The OWNER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of its execution. The OWNER shall provide evidence of recording to the CITY within 10 days thereafter. 11. Heirs,Successors, and Assigns. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the OWNER. 12. Severability. In the event any provisions of this AGREEMENT shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 13.Waiver. Failure of either party at any time to require performance of any provision of this AGREEMENT shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifying the effectiveness of such provision. 14. Reimbursement of Fees and Costs. Any fees or costs incurred by the CITY associated with enforcing any of the terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility of the OWNER. The OWNER agrees that if OWNER fails to pay any invoiced amount within 30 days of receipt thereof,the CITY may assess the invoiced amount against the property described in Exhibit A. 15. Remedies. In addition to any other remedies available to the CITY at law or in equity, including the remedies contained in Paragraph 6 herein, CITY may sue OWNER for damages and/or may maintain a suit for specific performance of this AGREEMENT. All rights and remedies provided to the CITY herein are cumulative and the exercise of one shall not operate to bar the exercise of any other rights under this AGREEMENT or provided by law. 16. Governing Law. This AGREEMENT shall be governed by the laws of the State of Minnesota. Executed by the parties hereto as of the day and date first above written CITY OF PRIOR LAKE By: By: Kenneth Hedberg, Mayor Frank Boyles, City Manager • STATE OF MINNESOTA ) )ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this day of , , by Kenneth Hedberg, Mayor, and Frank Boyles,City Manager,of the City of Prior Lake on behalf of the City and pursuant to the authority granted by its City Council. NOTARY PUBLIC OWNER - flikBy: oi Abwaigi I& OWNER, TI 1 STATE OF MINNESOTA ) ) ss. COUNTY OF SCOTT ) 30b20 6 The foregoing instr um-e t was acknowledged before me this day of 0 C+O , by C, e( e \ C9 C X' e`i ( V..• • C iM J NOTARY PUBLIC SANDRA MARIE WOODS Reviewed as to Form and Execution: r ` '' ,.3, , By. µ .t ,, wcommwonExp . Richard Rosow, City Attorney EXHIBIT A LEGAL DESCRIPTION OF PROPERTY ENTER LEGAL DESCRIPTION • 3950 Green Heights Trail Prior Lake,MN l r LEGAL DESCRIP77ON: (per Certificate of Title No. 34870 Ail that port of Lot 20, GREEN tingiR73 FIRST ADD171CW, Scott County, Minnesoto accord/no to the recorded plat thereof, lying easterly of the following described line: aegmning at a point on the southerly/kne of sold Lot 24 50 feet easterly From the most sautherly corner thereof, thence in a northeasterly direction through a pant to the shore of Prior Lake and there terminating, said poeht described as follows: Commencing at the most southerly corner of sold Lot 20; thence North 28 degrees 48 minutes 20 seconds West along the westerly line of Lot 20 a distance of 1824 feet; thence North 56 degrees 05 minutes 40 seconds East 63 feet to said point. EXHIBIT B SITE PLAN -; ,\\\-,,..,\ " ,,-„,,\. 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R 11! � RR �� eR1 a � � g 1� �8��'R�� �E� 1 F@�'e ��1� a/11311 e 9 •s�� 11.55 R �+ g a aa1 $I 1 EE 1J Rdfga 1F: R �r � e- g� aii �� � �.� G�g } @ 1i" 5 R ea g r5 583 1 i R 1'"B F 3 �� 9� ¢a t aE e33 �31 !� 1 �F1�1{6�1� dag 61 �¢�Il� 1 S��ip� ¢�a �eQ� E g $1 e e e °41 511 3 1 1grE in aQ 115111A51; AlE pg :II 8 ^g 15 3 g 141 A q '12� 1 S �i R 9! 3gE 6gg s� 1�iaBOgea as is ge�¢§ 1��� f¢ @1�� ��i �g` e � p� E IP g1 1 gR 1$31g id l' [1111529° Ili a1 IV 1'1 111gg 1I I.14 1 3 3 rifling �� Q @g i L@ 1 HPi _ O 19 111 11° i° 111 i , 1-1 �¢p1 1 I3 i I 31?1x11 1111'= ie MI e¢i€ €iI;g1e 155 d-@@ Will 1 e IR Y a1 ' B 3 i� �s;° @ /�'S3 1�e s .k IP "1 ¢, HI Jill 4a II 1511 # EIga 66� 55111511 2 1¢ € Ili ;� of S it €hal O 1511111! a {I' 1 II= 1r 9� 1 'a[ ■4=gg � Q`a d sgFF �5i !!! ! a Pa ' I Il I�1 ¢i 1131 � 1g n3b i liea 1ia f 4 1 .155 6IRji 3 I i I is 1 ae 9 ci! t;ffl l 3 L�$1c �E 11 II- , Ili €'$: 11 IP sa9 1@0 �� � 3Ee111 � '¢ �i 1 Etas • gy19 id 9 0, s gR @91% Q' €911 1l: E g^;1€ i 1Ii3I1I15191 1 II I � � 1 �' a Az i5?�,A II1141'1' 0111 ,..g 903,0- 3a'o �m�„ i y a 2• I ,� �s.;„ � �3 i rE P.z a o pao v, 1) 1 g.. X23 i -JI Rim '..f SIMe 2 C2d -`s'iN� o, jEE fJIJ ^ �_ . zmr zmyn 1111111 Do �� @€ a`= 4� 31 o E4 El S DnD �N� -moi 8 m v PE €de I ' 1 i F, Al Z m EXHIBIT C MONITORING AND MAINTENANCE PLAN CHARLIES ON PRIOR 3950 GREEN HEIGHTS TRAIL SW General Monitoring and Maintenance Plan Information The follow shall be inspected and maintained North Parking Lot Catch Basin Rain Garden Rain Guardians (4) South Parking Lot Rain Garden and inlet/manhole Rain Guardian (1) II. Site location Map See "Exhibit B" III. Routine Maintenance Tasks and Schedule Catch Basins Inlets Trash/debris removal Monthly Rain Gardens Inspect for sediment Yearly Rain Guardians Trash/debris removal Monthly (monthly inspections are seasonal) IV. Maintenance Inspection Reports Annual maintenance inspection reports must me commissioned by the property owner and provided to the City upon request. The first report shall be conducted on June 30th of the first year of operation with subsequent reports on June 30th of each year thereafter. All maintenance activities and inspection reports must be kept on file with the property owner for a minimum of five years. Annual maintenance and inspection reports shall be performed by a registered Minnesota professional engineer or qualified professional. 6;. ,. B KRANZ COMPANY LLC 17-7000izs 5001 4 PH 612-270-1506 sss4331os3 4421 SHOREVIEW RD ROBBINSDALE,MN 55422 5505 �! _z-1 D Date pYt0—tilts ode �z o P ,r•, v�-iF� I $ 3c .� order o � Seslur s Dollars � �a��• N� TCF National Bank r *• tcfbank.com goer For e scn -) 3��b Cs32Ar lzr 1: 29 L07000 LI: 986433 L093" 0500 Standard Agreement for Professional Services of October, 2015, between the City of This Agreement ("Agreement )„ is made on the 13th day Lake, Minnesota (hereinafter "City"), whose business address is 4646 Dakota Street SE, Prior (hereinafter Prior Lake, MN 55372, and WSB & Associates, a South Suite 300 Minneapolis, MN "Consultant") whose business address is 701 Xenia Avenue 55416. Preliminary Statement The Cityhas adopted a policy regarding the selection and hiring u f res consultants persons, firms or rovide a variety of professional servicesfor entery rintotwrit enThat agrepolicy ements with the City. The purpose corporations providing such services of this Agreement is to set forth the terms and conditions for theprovision professional of professional field observation services, services by Consultant for structural engineering plan review, tiallefraltiott geotechnical analysis and testing services for a retainingwall improvements pr vements a ►Aeights Trail Prior Lake, MN 55372 hereinafter referred to as thrk". The City and Consultant agree as follows: 1. Scope of Work. The Coprofessional services shown in Consultant plan review provide andfeld observation services) and Exhibit Exhibit A (structural engineering ph the Work. The terms of B (geotechnical analysis and testing services) in connections olns ofon tthe Consultants proposal this Agreement shall take precedence over any p and/or general conditions. If the Consultants proposal is attachedn as al the Exhibitonn such A and Exhibit B Scope of Work, City reserves the right to reject any 9e proposal. ecem r 2. Term. The term of this Agreement shall be from October in 13, This Agreeme t may be 31, 2015 the date of signature by the parties notwithstanding. extended upon the written mutual consent of the partiesor s sucherehn adstddi anal period as they deem appropriate, and upon the terms and conditions as the Consultant on an hourly basis plus 3. Compensation for Services. City agrees to pay for the services as described in expenses in a total amount not to exceed $4,416.50 Exhibit A and $4,333.50 for the services as described in Exhibit sBt in an increase to the A. Any changes in the scope of the work which may approval tbyo ane authorizedompention due the Consultant shall require prior ve of the City or by the City Council.writtentThe City will not pay representative additional compensation for services that do not have prior written authorization. B. Special Consultants may be utilized by the Consultant when required by the complex or specialized nature of the Project and when authorized in writing by the City. yond C. If Consultant is delayed in performance due to any cause be God,its r easrn able control, including but not limited to strikes, riots, fires, acts ofntal actions, actions of a third party, or actions or inactions of City, the time for performance shall be extended by a period of time lost by reason of the delay. Consultant will be entitled to payment for its reasonable additional charges, if any, due to the delay. 4. City Information. The City agrees to provide the Consultant with the complete information concerning the Scope of the Work and to perform the following services: A. Access to the Area. Depending on the nature of the Work, Consultanttmrry from time to time require access to public and private lands or property. Y be necessary, the City shall obtain access to and make all provisions for the Consultant to enter upon h selnrices necessary tos omp ete the Workuired for the Consultant to perform s B. Consideration of the Consultant's Work. The City shall give thorough consideration to all reports, sketches, estimates, drawings, and other documents c presented by the Consultant, and shall inform the Consultant of all decisions required of City within a reasonable time so as not to delay the work of the Consultant. C. Standards. The City shall furnish the Consultant with a copy of any standard or r criteria, including but not limited to, design and construction standards that may be required in the preparation of the Work for the Project. D. City's Representative. A person shall be appointed to act as the City's representative with respect to the work to be performed under this Agreement. He or she shall have complete authority to transmit instructions, receive information, interpret, and define the City's policy and decisions with respect to the services provided or materials, equipment, elements and systems pertinent to the work covered by this Agreement. g. Method of Payment. The Consultant shall submit to the City, on a monthly basis, an itemized invoice for professional services performed under this Agreement. Invoices submitted shall be paid in the same manner as other claims made to the City for: A. Progress Payment. For work reimbursed on an hourly basis, the Consultant shall indicate for each employee, his or her name, job title, the number of hours worked, rate of pay for each employee, a computation of amounts due for each employee, and the total amount due for each project task. Consultant shall verify all statements submitted for payment in compliance with Minnesota Statutes Sections 471.38 and 471.391. For reimbursable expenses, if provided for in Exhibit A and Exhibit B, the Consultant shall provide an itemized listing and such documentation as reasonably required by the City. Each invoice shall contain the City's project number the and contract,progress current, billingmary , past paymethe nsal and amended) amount o unexpended balance of the contract. B. Suspended Work. If any work performed by the Consultant is suspended in whole or in part by the City, the Consultant shall be paid for any services set forth on Exhibit A performed prior to receipt of written notice from the City of such suspension. Standard Agreement for Professional Services 2014.04 Page 2 of 9 C. Payments for Special Consultants. The Consultant shall be reimbursed for the work of special consultants, as described herein, and for other items when authorized in writing by the City. D. Claims. To receive any payment on this Agreement, the invoice or bill must include the following signed and dated statement: "I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid." P.E. to 6. Project Manager and Staffing. The Consultant by other taff members as necessary to emel, serve on the Project. They shall be assisted facilitate the completion of the Work in accordance with the terms established herein. Consultant may not remove or replace the designated staff from the Project without the approval of the City. 7. Standard of Care. Consultant shall exercise the same degree of care, skill and diligence in the performance of its services as is ordinarily exercised by members of the profession under similar circumstances in Scott County, Minnesota. Consultant shall be liable to the fullest extent permitted under applicable law, without limitation, for any injuries, loss, or damages proximately caused by Consultant's breach of this standard of care. Consultant shall put forth reasonable efforts to complete its duties in a timely manner. Consultant shall not be responsible for delays caused by factors beyond its control or that could not bebe les nonsibleofor costs,tdehays oe damagesualnsing from Agreement. Consultant shat p unreasonable delays in the performance of its duties. etc. iven to or 8. Audit Disclosure and Data Practices. Any reports, information, data, g prepared or assembled by the Consultant under this Agreement which the City requests to be kept confidential, shall not be made available to any individual or organization without the City's prior written approval. The books, records, documents and accounting procedures and practices of the Consultant or other parties relevant to this Agreement are subject to examination by the City and either the Legislative Auditor or the State Auditor for a period of six (6) years after the effective date of this Agreement. This Agreement is subject to the Minnesota Government Data Practice Act, Minnesota Statutes Chapter 13 (Data Practices Act). All government data, as defined in the Data Practices Act Section 13.02, Subd 7, which is created, collected, received, stored, used, maintained, or disseminated by Consultant in performing any of the functions of the City during performance of this Agreement is subject to the requirements of the Data Practice Act and Consultant shall comply into lyWth those tant nents as relation'f totthiswere Agreement hall entity. All subcontracts entbY Consu contain similar Data Practices Act compliance language. 9. Termination. This Agreement may be terminated by either party by seven (7) days written notice delivered to the other party at the address written above. Upon termination under this provision, if there is no fault of the Consultant, the Consultant shall be paid for services rendered and reimbursable expenses until the effective date of termination. If however, the City terminates the Agreement because the Consultant has r payment shall failed to perform in accore e may this Agreement, no retain another consultant to undertake or compe lete de to the Consultant, and the City Y the Work identified herein. Standard Agreement for Professional Services 2014.04 Page 3 of 9 ter into racts for services 10. Subcontractor. The Consultant shall not henSco a of Work,twithout the expressrwriten under this Agreement except as noted in psubcontractor involved in the consent of the City. The Consultant shall pay any performance of this Agreement within ten 0)rovids of tee Consulsubcotant's eceiptttff e payment by the City for undisputed servs the subcontractor any undisputed amount for Consultant fails within that time to pay interest which the Consultant has received pamount at the ratee of 1 5 percentConsultant per month or any pay to the subcontractor on the unpa part of a month. The minimum monthly balance of less than $100terest penalty payment �the Consul balance shall of $100 or more is $10. For an unpaid or who s in pay the actual interest penalty due to the subcontractor.thCConsut nt shall betawarded its c1losts a civil action to collect interest penalties from and disbursements, including attorney's fees, incurred in bringing the action. 11. Independent Consultant. Consultant is an independent contractor engaged by City to perform the services described herein and as such (i) shall employ such persons as it shall deem necessary and appropriate for the performance of its obligations pursuant to ant and in this Agreement, who shall be employees, and under the direction, of Consultarsons, n no respect employees of City, and (ii) shall have no authority to employ pNo r make purchases of equipment on behalf of City, find the Colse nsutant an employeelor obligate tof the statement herein shall be construed so as to City. 12. Insurance. a. General Liability. Prior to starting the Work,against claimsorlossllwh ch may arisetlout of pay for such insurance as will protect9 anyof operations by Consultant or by any subcontractor or by anyone employed by them or by anyone for whose acts any of them may be liable. Such insurance mum coverages and limits of I abil ty spec fied shand include, but not be limited to, mini this Paragraph, or required by law. b. Consultant shall procure and maintain the following minimum insurance coverages and limits of liability for the Work: Worker's Compensation Statutory Limits Employer's Liability $500,000 each accident $500,000 disease policy limit $500,000 disease each employee Commercial General Liability $1,500,000 property damage and bodily injury per occurrence $2,000,000 general aggregate $2,000,000 Products—Completed Operations Aggregate $100,000 fire legal liability each occurrence $5,000 medical expense Comprehensive Automobile Standard Agreement for Professional Services 2014.04 Page 4 of 9 each accident Liability $1,000,000udcombed ve ae Iforlalllowned, hired and (sha o -lol vehicles.) Umbrella or Excess Liability $1,000,000 licy all c. Commercial General Liability. The Commercial etheal equava1lentlity PoSuch hnaurance be on ISO form CG 00 01 12 07 or CG 00 01 04 13, o shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract (including the endo�sert lmentyof another or modification u of the in a business contract). There shall losion, collapse, Liab form arising from pollution, exp underground prop Commercial GeneraleY damage or work performed by subcontracto s. n dition to the s d. Professional Liability Insurance. •I naatlabi t insurance policy the amount of d above, Consultant shall maintain a professional Yured. It shall be $2,000,000. Said policy need not name thet ntionity as oradeducadditional tible forsthe professional Consultant's responsibility to pay any re liability insurance. Consultant agrees to termination maintain of ptrofessional Agreemenliability insurance for a minimum of two (2) years following e. Consultant shall maintain "stop gap" coverage if Consultant obtains Workers' Compensation coverage from any state fund if Employer's liability coverage is not available. f. All policies, except the Worker's CompensatPolicy, AutomoLake" bileaPolicy,tion and Professional Liability Policy, shall name "City insured on ISO forms CG 20 10 07 04 or CG 20 10 04 13; and CG 20 37 07 04 or CG 20 37 04 13, or their equivalent. g. All policies, except the Professional Liability Policy, shall apply on a "per project" basis. h. All polices shall contain a waiver of subrogation in favor of the City. i. All policies, except for the Worker's Compensation Policy and the Professional Liability Policy, shall be primary and non-contributory. j. All polices, except the Worker's CompensationPolicy, hareement ll insure the defense and indemnity obligations assumed by Consultantunder k. Consultant agrees to maintain all coverage required herein infthroughout g City's the term of two the Agreement and for a minimum of (2) years en acceptance of the Work. I. It shall be Consultant's responsibility to pay any retention or deductible for the coverages required herein. m. All policies shall contain a provision or eVd�or restrictive modifications added, nt that coverages afforded thereunder shall not be cancelled or non ren Page 5 of 9 Standard Agreement for Professional Services 2014.04 ance without thirty (30) days' prior notice to the City, except that if be ctm nlateion or or non- renewal is due to non-payment, the coverages may renewed without ten (10) days' prior notice to the City. is n. Consultant shall maintain in effect all insurance with insurance coverages compan es licensed hto Paragraph at Consultant's sole expense do business in the state in Minnesota and having a current A.M. Best rating of no less than A-, unless specifically accepted by City in writing. o. A copy of the Consultant's Certificate of Insurance whichevidences the start the compliance with this Paragraph, must be filed with City prior t f Consultant's Work. Upon request a copy of the Consultant's insurance declaration page, Rider and/or Endorsement, as applicable shall be provided. Such documents evidencing Insurance shall be in a form has complied table with aoCity and ll insurance egauiremell nts. e satisfactory evidence that Consultant Renewal certificates shall be provided to Ity prior to howeverh to reviee wion date of any of the such Certificate of required policies. City will not be Insurance, declaration page, Rider, Endorsement or certificates or other evidence oft insurance, or to advise Consultant of any hiver ofn City's rightcumets and lto thereof shall not relieve Consultant fro , nor be deemed awa enforce the terms of Consultant's obligations hereunder. City reserves the right to examine any policy provided for under this paragraph. s to ide p. Effect of Consultant's Failure to Provide t w111rdefend , indemnify and holdilharmless vthe the specified insurance, then Consulta City, the City's officials, agents and employees from any loss, claim, liability and expense (including reasonable attorney's ases and expenses of litigation) to the extent wouldhave been provided by the specified necessary to afford the same protection regardless of insurance. Except to the extent prohibited by law, this indemnity applies any strict liability or negligence attributableerl�nhe occty urrencluding sole e (i.e., the eventgg giving) and regardless of the extent to which the underlying 9to to a claim which would have been coveredbomi sonspecified (including udinginsurance) breach of contract) of the negligent or otherwise wrongful act or Consultant, its subcontractors, agents, employees ordelegates. n faesCons of n ultant agrees that this indemnity shall be construed Consultant also agrees that if applicable law limits or precludes any aspect of this to indemnity, then the indemnity will be considered limited only to the extent necessary comply with that applicable law. The stated indemnity continues until all applicable statutes of limitation have run. If a claim arises within the scope of the stated indemnity, the City may require Consultant to: y guaranteeing i. Furnish and pay for a surety bond, satisfactory to the City, performance of the indemnity obligation; or ii. Furnish a written acceptance of tender of defense and indemnity from Consultant's insurance company. Consultant will take the action required by the City within fifteen (15) days of receiving notice from the City. Standard Agreement for Professional Services 2014.04 Page 6 of 9 13. Indemnification. Consultant will defend and indemnify City, its officers, agents, and employees and hold them harmless from and against all judgments, claims, damages, costs and expenses, including a reasonable amount as and for its attorney's fees paid, incurred or for which it may be liable resulting from any breach of this Agreement by Consultant, its agents, contractors and employees, or any negligent or intentional act or omission performed, taken or not performed or taken by Consultant, its agents, contractors and employees, relative to this Agreement. City will indemnify and hold Consultant harmless from and against any loss for injuries or damages arising out of the negligent acts of the City, its officers, agents or employees. 14. Ownership of Documents. All plans, diagrams, analyses, reports and information generated in connection with the performance of the Agreement ("Information") shall become the property of the City, but Consultant may retain copies of such documents as records of the services provided. The City may use the Information for its purposes and the Consultant also may use the Information for its purposes. Use of the Information for the purposes of the project contemplated by this Agreement ("Project") does not relieve any liability on the part of the Consultant, but any use of the Information by the City or the Consultant beyond the scope of the Project is without liability to the other, and the party using the Information agrees to defend and indemnify the other from any claims or liability resulting therefrom. 15. Non-Discrimination. During the performance of this Agreement, the Consultant shall not discriminate against any employee or applicants for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, sexual orientation or age. The Consultant shall post in places available to employees and applicants for employment, notices setting forth the provision of this non-discrimination clause and stating that all qualified applicants will receive consideration for employment. The Consultant shall incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. The Consultant further agrees to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et. seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990. 16. Compliance with Laws and Regulations. In providing services hereunder, the Consultant shall abide by statutes, ordinances, rules, and regulations pertaining to the provisions of services to be provided. Any violation of statutes, ordinances, rules and regulations pertaining to the services to be provided shall constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement 17. Mediation. Each dispute, claim or controversy arising from or related to this agreement shall be subject to mediation as a condition precedent to initiating arbitration or legal or equitable actions by either party. Unless the parties agree otherwise, the mediation shall be in accordance with the Commercial Mediation Procedures of the American Arbitration Association then currently in effect. A request for mediation shall be filed in writing with the American Arbitration Association and the other party. No arbitration or legal or equitable action may be instituted for a period of 90 days from the filing of the request for mediation unless a longer period of time is provided by agreement of the parties. Cost of mediation shall be shared equally between the parties. Mediation shall be held in the City of Prior Lake unless another location is mutually agreed upon by the parties. The parties shall memorialize any agreement resulting from the mediation in a mediated Standard Agreement for Professional Services 2014.04 Page 7 of 9 settlement agreement, which agreement shall be enforceable as a settlement in any court having jurisdiction thereof. 18. Assignment. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. 19. Services Not Provided For. No claim for services furnished by the Consultant not specifically provided for herein shall be honored by the City. 20. Severability. The provisions of this Agreement are severable. If any portion hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision shall not affect the remaining provisions of this Agreement. 21. Entire Agreement. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 22. Waiver. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 23. Governing Law. This Agreement shall be controlled by the laws of the State of Minnesota. 24. Conflicts. No salaried officer or employee of the City and no member of the Council of the City shall have a financial interest, direct or indirect, in this Agreement. The violation of this provision renders the Agreement void. 25. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be considered an original. Executed as of the day and year first written above. Y OF PRIOR LAK_ Cit�t:a-�CITMayAidditAtt.—___ ...ga.....: o lierAtjA City Manager Standard Agreement for Professional Services 2014.04 Page 8 of 9 FIR AME 4° awitit 'ill `� Sl Standard Agreement for Professional Services 2014.04 Page 9 of 9 Project: 15-1778 Prior Lake Shore Club Site: Date: 10/16/2015 Wall: Prior Lake Shore Club MB SHOP DRAWING REVIEW &term:0.6K Ow No exceptions taken Q Refected 1]Note markings ['Revise and Resubmit Arty action indicated above is the result of a review only Ensure LL fx general conformance with the design concept of the project and general compliance with the contract Surcharge from d_cuments. Any action inh,ated above is subjxi to the adjacent is not requirements r3 the corfraet doatmects and does not required in the relieve the contractor from liability for deboien;ies in the shop drawings n its obligation to comply with the wall design. contract documents CBO WSB&ASSOCIATES,INC. Er. PROJ NO DATE Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Powered by Vespa Page 2 Printed 10/16/2015 Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Project Design Inputs Design Standard National Concrete Masonry Association 3rd Edition Reinforced Analysis Default Used Category Factor Variable Minimum Minimum Max.Reinforcement Separation Rs 2.6667 2.0000 Max.multiple of Wu at bottom RsBottom 1.00 2.00 Max.multiple of Wu at top RsTop 1.50 2.00 Min.Anchorage Length La 1.0000 1.0000 Min.UH Ratio UH Ratio 0.6000 0.6000 Min.Reinforcement Length L 3.9993 3.9993 External Base Sliding FSsI 1.50 1.50 External Bearing Capacity FSbc 2.00 2.00 External Crest Toppling FSct 1.50 1.50 External Overturning FSot 2.00 2.00 Internal Global Stability FSGlobal 1.30 1.30 Internal Internal Compound Stabilty FSics 1.30 1.20 Internal Internal Sliding FSsl 1.50 1.50 Internal Pullout FSpo 1.50 1.50 Internal Tensile Overstress FSto 1.50 1.50 Local Connection Strength FScs 1.50 1.50 R Seismic External Base Sliding FSslseismic 1.10 1.10 External Bearing Capacity FSbcseismic 1.10 1.10 External Crest Toppling FSctseismic 1.10 1.10 External Overturning FSotseismic 1.10 1.10 Internal Global Stability FSGlobalSeismic 1.30 1.30 Internal Internal Compound Stabilty FSicsseismic 1.10 1.10 Internal Internal Sliding FSslseismic 1.10 1.10 Internal Pullout FSposeismic 1.10 1.10 Internal Tensile Overstress FStoseismic 1.10 1.10 Local Connection Strength FScsseismic 1.10 1.10 Conventional Analysis Default Used Category Factor Variable Minimum Minimum External Base Sliding FSsI 1.50 1.50 External Bearing Capacity FSbc 2.00 2.00 External Overturning FSot 2.00 2.00 Internal Global Stability FSGlobal 1.50 1.50 Internal Internal Compound Stabilty FSics 1.50 1.50 Internal Shear Capacity FSsc 1.50 1.50 Seismic External Base Sliding FSslseismic 1.10 1.10 External Bearing Capacity FSbcseismic 1.10 1.10 External Overturning FSotseismic 1.10 1.10 Internal Global Stability FSGlobalSeismic 1.50 1.50 Internal Internal Compound Stabilty FSicsseismic 1.10 1.10 Internal Shear Capacity FSscseismic 1.10 1.10 Common Criteria Default Used Category Factor Variable Minimum Minimum Minimum Embedment MinHemb 6.0000 6.0000 Minimum Embedment MinHemb 6.0000 6.0000 Minimum Embedment% Hemb 0.1000 0.1000 Minimum Embedment% Hemb 0.1000 0.1000 Minimum Embedment over 18.4°toe Hemb2 0.1428 0.1428 Minimum Embedment over 18.4°toe Hemb2 0.1428 0.1428 Seismic Powered by Vespa Page 3 Printed 10/16/2015 Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Selected Wall Unit Square Foot Licensor:VERSA-LOK Retaining Wall Systems Unit Height Hu 0.67 ft Coping Height Hcu 0.30 ft Face Width Lu 1.50 ft Unit Depth Wu 1.00ft Unit Weight Xu 114.901b/ft3 Center of Gravity Gu 0.50 ft Setback Au 0.08 ft Batter w 7.10 deg Initial Shear Capacity au 1,145.36 lb/ft Apparent Shear Angle Au 35.00 deg Maximum Shear Capacity Vu(max) 5,351.70 lb/ft Selected Soil Types In Situ Friction Density y Friction Cohesion Cf Soil Zone Soil Type Angle p [Ib/ft'] Factor p [Ib/ft2] Infill(i) CL 28° 127.00 n/a n/a Retained(r) CL 28° 127.00 n/a n/a Foundation(f) CL 28° 127.00 0.55 0.00 Base(b) GW 35° 140.05 0.70 n/a Soil Glossary CH: Inorganic clays,high plasticity CL: Inorganic clays,low to medium plasticity,gravelly,sandy,silty,lean clays GC: Clayey gravels,poorly graded gravel-sand-clay mixtures GM: Silty gravels,poorly graded gravel-sand-silt mixtures GP: Poorly-graded gravels,gravel-sand.Little or no fines. GW: Well-graded gravels,gravel-sand.Little or no fines. MH: Inorganic clayey silts,elastic silts ML: Inorganic silts,very fine sands,silty or clayey,slight plasticty SC: Clayey sands,poorly graded sand-clay mixtures SM: Silty sands,poorly graded sand-silt mixtures SP: Poorly-graded sands,gravelly sands.Little or no fines. SW: Well-graded sands,gravelly sands.Little or no fines. °° Powered by Vespa Page 4 Printed 10/16/2015 Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Station Detail 322.{)0 41 1 910_00- 0.00 225.00 Note:Station Layout is the face view of the wall,looking at it from left to right Station Layout No. Station Top Bottom Height 1 0.00 911.00 911.00 0.00 2 5.00 911.39 910.20 1.19 3 45.00 914.50 910.00 4.50 4 105.00 920.20 912.20 8.00 5 150.00 920.60 913.70 6.90 6 190.00 920.60 914.90 5.70 7 225.00 922.00 918.00 4.00 Station Wall Length 225.00 ft Minimum Height 1.19ft Maximum Height 8.00ft A , Powered by Vespa Page 5 Printed 10/16/2015 Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Panel Geometry Panel Drawing MEIAIINAII MEM 922.00- 111M ARIMINIIIIIAaAl1AAAAAAl11R I VIII!! R flAAll " ' • t muff 'a AAA A24 MN NM .". AlA � 111""- ', ' ' , '' ,:i:I!' :' ',',, wfwai , ,, ,,, ,,,,, , __;_,, ,,, ; ,L, ,, ,,,, ,; . A 909.03- 0_00 225.00 Panel Extents Top Base Avg. Bottom Elevation Elevation Left Side Right Side Width Elevation Panel [ft] [ft] [ft] [ft] In Blocks [ft] 1 911.33 909.03 0.00 3.75 2.50 910.70 2 912.00 909.03 3.75 12.75 6.00 910.28 3 912.67 909.03 12.75 21.00 5.50 910.14 4 913.33 909.03 21.00 30.00 6.00 910.10 5 914.00 909.03 30.00 38.25 5.50 910.05 6 914.67 909.03 38.25 46.50 5.50 910.03 7 915.33 909.03 46.50 53.25 4.50 910.16 8 916.00 909.03 53.25 55.50 1.50 910.33 9 916.00 909.70 55.5060.75 3.50 910.47 10 916.67 909.70 60.75 67.50 4.50 910.69 11 917.33 909.70 67.5073.50 4.00 910.92 12 917.33 910.36 73.50 74.25 0.50 911.06 13 918.00 910.36 74.25 81.75 5.00 911.20 14 918.67 910.36 81.75 88.50 4.50 911.46 15 919.33 910.36 88.50 93.75 3.50 911.68 16 919.33 911.03 93.7595.25 1.00 911.80 17 920.00 911.03 95.25 96.00 0.50 911.86 18 920.00 911.03 96.00 102.75 4.50 911.98 19 920.67 911.03 102.75 114.75 8.00 912.31 20 920.67 911.70 114.75 132.75 12.00 912.81 21 920.67 912.36 132.75 151.50 12.50 913.42 22 920.67 913.03 151.50 172.50 14.00 914.05 23 920.67 913.70 172.50 191.25 12.50 914.66 24 921.33 913.70 191.25 192.00 0.50 915.04 25 921.33 914.36 192.00 199.50 5.00 915.38 26 921.33 915.03 199.50 207.00 5.00 916.04 27 921.33 915.70 207.00 207.75 0.50 916.44 28 922.00 915.70 207.75 214.50 4.50 916.74 29 922.00 916.36 214.50 222.00 5.00 917.37 30 922.00 917.03 222.00 225.00 2.00 917.83 Panel Measurements Height Width Face Area Avg. Embed. Infill Volume Base Volume Panel [ft] [ft] [ft2] [ft] [yd'] [yd'] 1 2.30 3.75 8.63 1.67 1.28 0.14 2 2.97 9.00 26.72 1.25 3.96 0.33 r Powered by Vespa Page 6 Printed 10/16/2015 Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Height Width Face Area Avg. Embed. Infill Volume Base Volume Panel [ft] [ft] [ft2] [ft] [yd3] [yd3] 3 3.64 8.25 29.99 1.11 5.00 0.31 4 4.30 9.00 38.72 1.07 6.45 0.33 5 4.97 8.25 40.99 1.02 7.59 0.31 6 5.64 8.25 46.49 1.00 8.61 0.31 7 6.30 6.75 42.54 1.13 10.63 0.25 8 6.97 2.25 15.68 1.30 3.92 0.08 9 6.30 5.25 33.090.77 7.05 0.19 10 6.97 6.75 47.04 0.99 12.63 0.25 11 7.64 6.00 45.81 1.22 12.30 0.22 12 6.97 0.75 5.23 0.69 1.36 0.03 13 7.64 7.50 57.27 0.83 16.97 0.28 14 8.30 6.75 56.04 1.09 16.60 0.25 15 8.97 5.25 47.09 1.31 13.95 0.19 16 8.30 1.50 12.45 0.77 3.69 0.06 17 8.97 0.75 6.73 0.83 2.24 0.03 18 8.97 6.75 60.54 0.95 20.18 0.25 19 9.64 12.00 115.63 1.28 38.54 0.44 20 8.97 18.00 161.44 1.11 53.81 0.67 21 8.30 18.75 155.66 1.06 51.89 0.69 22 7.64 21.00 160.35 1.02 43.06 0.78 23 6.97 18.75 130.67 0.96 35.09 0.69 24 7.64 0.75 5.73 1.35 1.54 0.03 25 6.97 7.50 52.27 1.01 13.07 0.28 26 6.30 7.50 47.27 1.01 11.82 0.28 27 5.64 0.75 4.23 0.74 1.06 0.03 28 6.30 6.75 42.54 1.04 9.85 0.25 29 5.64 7.50 42.27 1.00 9.78 0.28 30 4.97 3.00 14.91 0.80 3.45 0.11 Elevation Variance 9.64 ft Total Wall Length 225.00 ft Total Face Area 1,553.99 ft2 SRW Face Area 1,486.00 ft2 Coping Face Area 67.99 ft2 Exposed Area 1,314.86ft2 Embedded Area 239.13ft2 '" Powered by Vespa Page 7 Printed 10/16/2015 Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Analysis Summary Lowest Values -Reinforced Static Analysis Layer/ Minimum Test Description Panel Course Requirement Result Status 2.0000 Pass Rs Max.Reinforcement Separation 16 2.00002 00 0 67 Pass RsBottom Max.multiple of Wu at bottom 16 2.00 0.67 Pass RsTop Max.multiple of Wu at top 17 1.0000 1.1211 Pass La Min.Anchorage Length 18 L/H Ratio Min.LJH Ratio 8 0.6000 0.6099 Pass 3.9993 4.0000 Pass L Min.Reinforcement Length 21.50 1.68 Pass FSsI Base Sliding 8 FSbc Bearing Capacity 25 2.00 4.87 Pass FSct Crest Toppling 12 7 1.50 2.00 Pass FSot Overturning 8 2.00 3.32 Pass FSsl Internal Sliding 19 1 1.50 1.98 Pass FSpo Pullout 6 3 1.50 1.66 Pass 23 1 1.50 3.02 Pass FSto Tensile Overstress 1.50 1.61 Pass FScs Connection Strength 23 1 Seismic Analysis None Below Standard Values Layer/ Minimum Test Description Panel Course Requirement Result Hemb Minimum Embedment% 17 0.1000 0.0995 Page 8 Printed 10/16/2015 Powered by Vespa Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club Panel 19 Details Panel 19 Cross-section 3.0 1[: - 1 c�= —{SF35}`3.00 ft o NI 111 -{SF35)7.25 ft IN OM 1.1 —{SF35)5.00 ft IN MN III — —{SF35)6.00 ft III — —{SF35)5.00 ft \ rarrArAr Panel 19 Static ICS Cross-section 3.0 1[ :'" iiiiiiifie: 1 .; r t 50 ThodiallliMaNkrall -- AloeIIIIIIII „,,..T _.„..„..., ••,4P" III __ sift INIII �■r�ir 5)6.00 ft Panel 19 Cross-section Details Upper Slope Angle [i 18.40 deg Live Load ql 0.00 lb/ft2 Dead Load qd 0.00lb/ft' Top of Panel 920.67 ft Average Bottom 912.31 ft Base of Panel 911.03ft Panel Height H 9.64 ft Embedment Depth Hemb 1.09 ft Empirical Checks Result Status Check Description Min. Requirement Hemb Minimum Embedment% 0.100000Pass 0.12710.0000 Pass L Min.Reinforcement Length 0.6000 0 0000 Pass Min.UH Ratio UH Ratio 1.0000 1.1211 Pass La Min.Anchorage Length 2.0000 Pass Max.Reinforcement Separation 2.0000 Rs 2.00 0.67 Pass RsBottom Max.multiple of Wu at bottom 2 00 0.67 Pass RsTop Max.multiple of Wu at top Printed 10/16/2015 Page 9 � Powered by Vespa Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club External Checks Static Min. Requirement Result Status Check Description 5.08 Pass FSbc Bearing Capacity 2.00 1.50 3.54 Pass FSct Crest Toppling 3.36 Pass FSot Overturning 2.00 FSsI Base Sliding 1.50 1.68 Pass Seismic Internal and Local Checks Static FScs >FScs Elevation FSsl FSpo FSto Layer (ft) >=1.50 >=1.50 >=1.50 1.910 1 911.70 1.98 8.29 3.42 5.24 3.28 1.80 2 913.03 2.28 1.94 3 915.03 2.99 2.24 3.62 5.62 2.92 1.95 4 917.03 4.36 5 919.03 7.95 3.17 11.76 5.93 Seismic FSto FScs Elevation FSsI FSpo Layer (ft) >=1.10 >=1.10 >=1.10 >=1.10 1 911.70 2 913.03 3 915.03 4 917.03 5 919.03 Internal Compound Stability 10 Lowest Static Result Status Radius Point Entry Point Exit Point Re1 l Pass 1 9 1 8 10 4 1.24 Pass 3 9 2 1.26 Pass 4 10 5 1.38 Pass 1 9 3 1.42 Pass 6 10 7 1.44 Pass 1 10 6 1.54 Pass 3 10 8 1.61 Pass 3 10 10 1.75 Pass 1 10 9 1.85 Pass 10 Lowest Seismic Static Calculations General Equations External failure plane qe5 oeKa44.474. 7 deg Eq.5 Eq.7-15 External active earth pressuredeg Eq.7-2 External interface friction angle L 5e 28.00 5.08 Eq.7-3 Width of reinforced zone L,. 0.08 ft Eq.7-4 Increase in width of reinforced zone due to 13 h 1.76 ft Eq.7-4 Increase in height due to backslope hmax 5.56 ft Eq.7-5 Increase in height due to backslope at L13 hs 6.41 ft Eq.7-7 Increase in height due to backslope Ls" 0.80 ft Eq.7-8 Width of rein. layer for internal sliding s18.40 deg Eq.7-8 Equivalent slope at back of rein.zone Hext 1 .40d Eq.7-90 Height of back of wall for ext.stability 1.40 ft Eq.7-110 Horizontal width of rein.zone at backslope L 5ft Eq.7-12 Earth pressure from soil weight PsPq 3,041.89.89 lb/ft Eq.7-13 Force of uniform surcharge PsH 2,840.00lb/ft Eq.7-14 Horz. component of Ps PqdH O.00Ib/ft Eq.7-15 Horz.force of dead load surcharge .00 lb/ft Eq.7-15 PqH 2, Horz.force of live load surcharge PqIH 8400.00 lb/ft Eq.7-17 s Horz. component of active earth force Y3.70 lb Eq.7-18 Ys ft Resisting moment arm for PsH q 3.80 ft Eq.7-19 Resisting moment arm for PqH PsV 1,085.70 ft Eq.7-29 Vert. component of Ps PqdV O.00IbIft Eq.7-21 Vert.force of dead load surcharge Printed 10/16/2015 Page 10 ° Powered by Vespa , 11 Wall:Prior Lake Shore Club Project:0-15-1778 Prior Lake Shore Club[Rev.2] lb/ft Eq.7-22 .00 Vert.force of live load surcharge PglV 1,085.16 O00b/ft Eq.7-23 Vert. component of active earth force PaV Xs 6.47 ft Eq.7-24 Resisting moment arm for PsV ft Eq.7-25 Resisting moment arm for PqV Xq 6.716.06 ft Eq.7-26 Height above rein.area at int.failure plane hint dint 12.22 ft Eq.7-27 Horz. influence distance 5.88 ft Eq.7-29 Distance dead load applied for broken back LRq 0 87 Eq.7-43 Internal active earth pressure Kaint 5i 18.67 deg Eq.7-44 Internal interface friction angle 6.41 ft Eq.7-45 Maximum height of slope influence hmaxint 18.40 deg Eq.7-46 Slope for internal analysis pint45.60 deg Eq.7-50 Internal failure plane oi 9.64 ft Eq.7-93 Elevation of influence of live load Eqlinfl9.64 ft Eq.7-94 Elevation of influence of dead load Eqdinfl Base Sliding 7,342.231b/ft Eq.7-30 Weight of reinforced mass Wri Wr[i 569.37lb/ft Eq.7-31 Weight of soil above wall 4,783.661b/ft Eq.7-32 Base sliding resistance Rs Base sliding factor of safety FSsI 1.68 Eq.7-33 Overturning Resisting moment Mr 36,334.401b-ft Eq.7-34 3.56 ft Eq.7-35 Resisting moment arm for rein. zone Xri 5.59 ft Eq.7-36B Resisting moment arm in top slope Xr[3 ft Eq.7-37 Resisting moment arm for surcharge Xq1 10, 4.48794. 0 ftlbEq.7-38 Driving moment Mo Overturning factor of safety FSot 3.36 Eq.7-39 Bearing Capacity 5.68 ft Eq.7-40 Equivalent bearing area B 5.0.668 ft Eq.7-4 Eccentricity of bearing force e 1 Qa 1,584.84lb/ft2 Eq.7-42 Applied bearing pressure 8,056.881b/ft2 Eq.12-10 Ultimate bearing pressure Quit Bearing capacity factor of safety FSbc 5.08 Eq.12-11 Tensile Overstress D(n) Fg(n) Ac(n) Layer/ Elevation (ft) (ft) (Ib/ft) FSto(n) 7 Course (ft) [7-54..57] [7-58..60] [7-61] [7-62]3.42 1/1 911.70 1.33 8.97 549.73 2/3 913.03 1.67 7.47 572.23 3.28 3/6 915.03 2.00 5.64 518.12 3.62 4/9 917.03 2.00 3.64 334.24 5.62 5/12 919.03 2.64 1.32 159.65 11.76 Pullout La(n) d(n) AC(n) Layer/ Elevation (lb/ft) (ft) (ft) FSpo(n) Course (ft) [7-63] [7-64] [7-65] [7-66] 4,558.43 4.43 9.52 8.29 1 11 911.70 2/3 913.03 2,998.70 3.29 8.44 5.24 6.80 2.24 3/6 915.03 1,161.77 1.58 5.38 1.95 4/9 917.03 651.37 1.12 5/12 919.03 506.46 1.16 4.04 3.17 Intenal Sliding PsH(n) PqdH(n) PqIH(n) PsV(n) Layer/ Elevation (Ib/ft) (lb/ft) (I ) (7-70) Course (ft) [7-67] [7-68] [7-69] 2,519.08 0.00 0.00 961.94 1/1 911.70 2/3 913.03 1,932.07 0.00 0.00 737.78 1,197.34 0.00 0.00 457.22 3/6 915.03 4/9 917.03 637.55 0.00 0.00 243.46 5/12 919.03 252.72 0.00 0.00 96.50 Page 11 Printed 10/16/2015 '. Powered by Vespa Project:0-15-1778 Prior Lake Shore Club[Rev.2] Wall:Prior Lake Shore Club PqdV(n) PqIV(n) PaH(n) PaV(n) Layer/ Elevation (lb/ft) (Ib/ft) (Ib/ft) (lb/ft) [7-74] Course (ft) [7-71] [7-72] 2,519.08[7-73](7-73] 961.94 1/1 911.70 0.00 0.00 2/3 913.03 0.00 0.00 1,932.07 737.78 3/6 915.03 0.00 0.00 1,197.34 457.22 0.00 0.00 637.55 243.46 5/12 917.03 919.03 0.00 0.00 252.72 96.50 R's(n) W'ri(n) Vu(n) Layer/ Elevation (lb/ft) (lb/ft) (lb/ft) FSsI(n)[7-78] Course (ft) [7-75] [7-76] [7-n] 5,789.77 1,866.95 1.98 1/1 911.70 3,114.15 2/3 913.03 2,652.68 4,929.04 1,759.68 2.28 3/6 915.03 1,984.14 3,637.95 1,598.77 2.99 4/9 917.03 1,344.03 2,346.86 1,437.86 4.36 5/12 919.03 732.33 1,055.77 1,276.94 7.95 Connection Strength hinflmax Fg(n) Tconn(n) Layer/ Elevation (lb/ft) (lb/ft) FScs(n) (ft) Course (ft) [7-61X] [7-79] [7-80] [7-92] 1,049.74 1.91 1.44 1/1 911.70 549.73 2/3 913.03 572.23 1,030.90 1.80 1.44 1.94 1.44 1,002.65 3/6 915.03 518.12 2.92 1.44 4/9 917.03 334.24 974.39 5/12 919.03 159.65 946.27 5.93 1.44 Crest Toppling 62.751b/ft Eq.7-81 Active earth pressure from soil weight Ps(z)z) 0.00 lb/ft Eq.7-82 Uniform surcharges 61.48 lb/ft Eq.7-83 Horz. component of Ps PsH(z) PqH(z) 0.00 lb/ft Eq.7-84 Vert. componentrm surchargeof PsV(z) 12.58 lb/ft Eq.7-85 Vert. Ps O.00Ib/ft Eq.7-86 Vert.force from dead load surcharge PqdV(z) zIV 0.00 lb/ft Eq.7-87 Vert.force from live load surcharge P g ( ) 3.54 Eq.7-88 Crest toppling factor of safety FSct(z) Resisting moment Mr(z) 118.731b-ft Eq.7-89 Xw(z) 0.56 ft Eq.7-90 Resisting moment arm 33.521b-ft Eq.7-91 Overturning moment Mo(z) k;,.1'17:_:..: Powered by Vespa Page 12 Printed 10/16/2015 TME DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM PLEASE READ + ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Are Department official on file with the DAMAOCT 4 2015 2) The key box will be shipped to you without any keys and will SliIPPED be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1-2 weeks for delivery. csti:gromEnw,To: Company Address AUTHORIZED FIRE DEPT.SIGNATURE City/St/Lp Ad ON / Attention of: LaxximANoT USE P.O.BOX) oplE.NimpR7OR: AnngerrukKE FIRE DEPT ORDERED BY: DATE t°5 company /,../ r" C-5771-4.4e/44 INSTALLATION ADDRESS 4 / - REQUIRED BY ARE DEPT. Address - ATTACH UST IF MORE - • IS N City/St/Zip Et- i &, 1;4/ C5-3 3 4-0 fze--6.5;ki Name&Ph#$/44.-4411V2,- aZ-Z70-VP‘' tAE--•r- ic)tz- c5-3 ORDER FORM-Payment must be stthmItted with artier 111UUL 111.111.11111111118 DAMA-MP ITEM QTY PRICE TOTAL P.O.BOX 47824 52-SURFACE MOUNT(NO IsATG KIT OPTION AVAILABLE) I $116.00 I PLYM°1-f1il.MINN. 55447 S3-SURFACE MOUNT $141.00 53-SURFACE MOUNT W/TAMPER SWITCHES $178.00 -559- R3-RECESSED MOUNT $170.00 763 3660 R3-RECESSED MOUNT WITAMPER SWITCH $166.(0 MOUNTING KIT(OPTIONAL FOR 83&R3 MODELS ONLY) $68.00 SUB TOTAL I I 4:0 SHIPPING AND PROCESSING CHG. $10.00 MP ff, SUS TOTAL WITH SHIPPING CHG. IL 'STATE SALES TAX= 6.875% a 4,(0A TOTAL AMOUNT ENCLOSED WHITE COPY:SEND TO DAMA YELLOW COPY:FOR CUSTOMER Bill Begin forwarded message: From: Paul Baumgartner <PBaumgartnerACitvofPRIORLAKE.com> Subject: FW: Punch list for Charlie's Date: December 15, 2015 at 12:53:48 PM CST To: "Bill Kranz (bkranz2478(a gmail.com)" <bkranz2478agmail.com> Thought you need to see this Paul From: Pete Young Sent: Monday, December 14, 2015 2:10 PM To: Paul Baumgartner; Dan Rogness; Bob Hutchins; Nathan Briese Cc: Lynda Allen; Larry Poppler Subject: RE: Punch list for Charlie's I reviewed this site last Thursday. Looks like there are some issues at the end of Spring Ave where they core drilled into our existing storm system. Much of this area was left in an unstable condition and further erosion could undermine the road.This area should be stabilized as soon as possible.The remaining catch basin insert should also be removed as soon as possible. Looks like road runoff is bypassing the CBs and is flowing over the curb. The structure that discharges into the infiltration basin from the parking lot has erosion below its outlet. Riprap is needed in this location to prevent future erosion of the slope. See attached photos.Thanks, Pete Pete Young, PE, CPESC Water Resources Engineer I City of Prior Lake 4646 Dakota Street SE I Prior Lake,MN 55372 952-447-9831 I cityofpriorlake.com From: Paul Baumgartner Sent:Tuesday, December 08, 2015 3:29 PM To: Dan Rogness; Bob Hutchins; Nathan Briese; Pete Young Cc: Lynda Allen; Larry Poppler Subject: Punch list for Charlie's Here is the updated list of items still needed to close the Charlie's building permit. Please review and let me know if there are any corrections to the list needed <image001.jpg><image002.j pg><image003.jpg><image004.jpg> Bill Kranz 612-270-1506 Bkranz2478agmail.com 2 Paul Baumgartner From: Bill Kranz <bkranz2478@gmail.com> Sent: Friday, December 18, 2015 8:35 AM To: Pete Young Cc: Roger Burks; Paul Baumgartner Subject: Re: Punch list for Charlie's Will do Bill Kranz 612-270-1506 On Dec 18, 2015, at 8:23 AM,Pete Young<pyoung@a CityofPRIORLAKE.com>wrote: Hi Bill.Thanks for the follow-up.The area is pretty rough and some dirt needs to be moved around to get the ROW slope back to what it was before. Looks like there is some excess dirt in places,and behind the curb is too low. Please add temporary erosion blanket over all disturbed soils and then plan on doing the final grading in the spring along with the seeding and more erosion blanket. Other items sound good.Thanks, Pete Pete Young, PE, CPESC Water Resources Engineer I City of Prior Lake 4646 Dakota Street SE I Prior Lake,MN 55372 952-447-9831 I cityofpriorlake.com From: Bill Kranz [mailto:bkranz2478@Pmail.com] Sent: Friday, December 18, 2015 7:20 AM To: Pete Young Cc: Roger Burks; Paul Baumgartner Subject: Fwd: Punch list for Charlie's Pete I received this email from Paul To stabilize the dirt on the bank I can put down erosion blanket over the dirt and seed in the spring The erosion below the outlet we will install rip rap Will remove the catch basin insert Please copy me on future emails as this work would have been corrected sooner following Paul's Dec 8th email thank you 1 Charlie's Port Punch List 11/3/2015 Planning Department: 1. Final review and approval of landscape. 2. Install 2 additional ballard light shields 3. Complete upper parking fence per approved landscape plan Engineering Department: 1. Secure control structure top. 2. Provide As built utility plans for approval Received $5000.00 deposit Water Resources: 1. Repair upper pond to drain properly Received $3,000.00 deposit Building Department 1. Complete hand rails and guard rails 2. Secure and screen upper parking lot water meter and backflow. 3. Planning, Engineering and Water Resources department sign off 4. Enclose area under stairs 5. Visual guards on retaining walls 6. HVAC balance report Charlie's Port Punch List 11/3/2015 Planning Department 1. Final review and approval of landscape. 2. Install 2 additional ballard light shields 3. Complete upper parking fence per approved landscape plan Engineering Department 1. Secure control structure top. 2. Provide As built utility plans for approval Received $5000.00 deposit Water Resources: 1. Repair upper pond to drain properly Received $3,000.00 deposit Building Department 1. Complete hand rails and guard rails 2. Secure and screen upper parking lot water meter and backflow. 3. Planning, Engineering and Water Resources department sign off 4. Enclose area under stairs 5. Visual guards on retaining walls 6. HVAC balance report Paul Baumgartner From: Dan Rogness Sent: Thursday, December 03, 2015 10:44 AM To: Bill Kranz;Jeff Petschl; ROGER BURKS Cc: Paul Baumgartner Subject: FW: Lighting Test Attachments: Cut-off Bollard Lighting Email.pdf;West Side Fence.pdf Bill,Jeff and Roger: I received an email this past Sunday from Bill regarding the added shields to the two entrance bollards in the parking lot; thank you,that looks good. In that message, I see that the bulb replacement is a costly change to address glare concerns. As I note below about a month ago in my email, I was going to continue evaluating the lighting's glare in direct relationship to the ordinance language that required the "cut-off, bollard-style" design requirement(cut-off shines light more downward). Bill's email on Feb. 9th further supported a design that was shown to the City Council with pictures of that style as part of the Council's approval process for the ordinance. I'll view the lighting again during the next few nights. Next week, I'd like for us all to reach a decision together on whether some further changes can/should be made to achieve more downward cast light to meet the cut-off design requirement of the ordinance. It will be especially important to make a conclusion before the Planning Commission and City Council consider an amendment to the hours of operation in case any lighting issues are brought up during the public hearing. The email below also mentions the west-side fence along the parking lot; Bill mentioned to me that the final grading/wall design makes that section of the fence impractical, so I'll look at that in the field as well. Thank you for your hard work and cooperation. /0'11- 0, Dan Rogness 4 0 Community&Economic Development Director City of Prior Lake,4646 Dakota Street SE Prior Lake,MN 55372 952.447.9813 From: Dan Rogness Sent: Friday, October 30,2015 4:12 PM To: 'Bill Kranz' Cc: Bob Hutchins; imatzke@cityofpriorlake.com; Paul Baumgartner Subject: Lighting Test Bill: t. at about Thank you for allowing me to do the secondary parking es 1than thehmaximum allowable Otest last night C5 footcandle at all Olocations except property lines on the east and west sides test the following ... • The two bollards located near the lot entrance shine above the 0.5 maximum at the front corners of the adjacent properties;therefore, please install the same type of(back)shields to these two lights as were installed on the others. I do want to reserve the right to evaluate these bollards further as the operation begins based on the City's Ordinance (No. 115-06) condition that these parking lot lights be"cut-off, bollard-style". Although they meet the minimum illumination standards as noted above(with the change),the term "cut-off' means lighting that faces downward due to a cut-off design. There appears to be some glare issues that could be solved by adding some cut-off features to these lights, but I'd like to evaluate that further within the next few weeks while the restaurant is in operation. You actually sent me an email back in February with some good examples of the cut-off style (see attached). Finally, please review the attached landscape plan that shows the location of the property fence on the westerly side. I don't recall seeing the fence extended fully to the south point along the infiltration basin's west side,so verify that installation for me. r Dan Rogness Cie 1 Community&Economic Development Director 0 City of Prior Lake,4646 Dakota Street SE Prior Lake,MN 55372 952.447.9813 2 SDV Job #: 2449409-Quote #2449409 Service Region: 1003-Captiveaire Certified Service Service Person: Shilo Shoop Customer Number: N/A Customer Name: N/A Address: Preventive Mechanical Scott 1875 Buerkle Rd WHITE BEAR LAKE,MN 55110 Region Job#: 2282107 Region Job Name: Lakeside on Prior- Downstairs Sales Region: 75-MINNESOTA OFFICE Sales Person: Venpro Created By: Shilo Shoop Creation Date: 9/30/2015 4:42 PM Last Modified By: Shilo Shoop Last Modified Date: 9/30/2015 5:33 PM Dining Room Pressure: 0 Kitchen Pressure: 0 Hours On Job: 0 Extra Hours: 0 Completed: No Completed By: N/A Completion Date: 1/1/1900 5:00 AM Hood Group 1 Exhaust CFM: Design=4550 Actual=4491 (98.7%of design) HOod 1 Model: 5412SND-2 Length: 8'9" Exhaust CFM: Design=2275 Actual=2107 (92.6%of design) Filters Type: Captrate Solo Filter 1 Size: 16x16 Velocity: 219 fpm CFM: 355 Fan: #1-USBI24BD-RM Filter 2 Size: 16x16 Velocity: 201 fpm CFM: 326 Fan: #1-USBI24BD-RM Filter 3 Size: 16x16 Velocity: 233 fpm CFM: 377 Fan: #1-USBI24BD-RM Filter 4 Size: 16x16 Velocity: 237 fpm CFM: 384 Fan: #1-USBI24BD-RM Filter 5 Size: 16x16 Velocity: 222 fpm CFM: 360 Fan: #1-USBI24BD-RM Filter 6 Size: 16x16 Velocity: 188 fpm CFM: 305 Fan: #1-USBI24BD-RM Model: 5412SND-2 Length: 8'9" Exhaust CFM: Design= 2275 Actual=2384 (104.8%of design) Filters Type: Captrate Solo Filter i Size: 16x16 Velocity: 230 fpm CFM: 373 Fan: Other Filter 2 Size: 16x16 Velocity: 244 fpm CFM: 395 Fan: Other Filter 3 Size: 16x16 Velocity: 249 fpm CFM:403 Fan: Other Filter 4 Size: 16x16 Velocity: 260 fpm CFM:421 Fan: Other Filter 5 Size: 16x16 Velocity: 255 fpm CFM: 413 Fan: Other Filter 6 Size: 16x16 Velocity: 234 fpm CFM: 379 Fan: Other - $s � fat ��� '' S� °`,�.`.��P•� �� `i��dl���`,��` � p" s �'�i °��� �.�C���.d�C..�ak Vic., Model: USBI24BD-RM Exhaust Exhaust CFM: Design=4550 Actual =2107 (46.3%of design) BELT Design: BX58 Actual: BX58 BLOWER PULLEY Design: 2BK60H Actual: 2BK60H MOTOR PULLEY Design: 2VP42 x 1 Actual: 2VP42X1 1/8 1/8 APPROX.TURNS OUT Design: 3.5 Actual: 3.5 RPM-DESIGN Design: 1058 Actual: 1102 RPM-MAX Design: 1600 Actual: N/A FLA Design: 18.7 Actual: 14.3 OVERLOAD SET POINT Design: 18.7 Actual: 18.7 VOLTS Design: 208 Actual: 250 PHASE Design: 1 Actual: 1 HP Design: 3.000 Actual: 3 SP Design: 2.000 Actual: 2 BEARING SET SCREW TIGHT Design: Yes Actual: Yes BLOWER PULLEY SET SCREW Design: Yes Actual: Yes TIGHT MOTOR PULLEY SET SCREW TIGHT Design: Yes Actual: Yes FAN LEVEL Design: Yes Actual: Yes ROTATION Design: Correct Actual: Correct FAN VIBRATION Design: Good Actual: Good Fa n 2 Model: A2-D.500-G15 Supply Supply CFM: Design=4000 Actual=4213 (105.3%of design) BELT Design: BX60 Actual: BX60 BLOWER PULLEY Design: 2BK110H Actual: 2BK110 MOTOR PULLEY Design: 2VP65 x 1 Actual: 2VP65X1 1/8 APPROX.TURNS OUT Design: 1.5 Actual: 1.5 RPM-DESIGN Design: 998 Actual: 942 RPM-MAX Design: 1400 Actual: N/A FLA Design: 27.1 Actual: 17 OVERLOAD SET POINT Design: 27.1 Actual: 27.1 VOLTS Design: 208 Actual: 252 PHASE Design: 1 Actual: 1 HP Design: 5.000 Actual: 5 SP Design: 0.750 Actual: .75 BEARING SET SCREW TIGHT Design: Yes Actual: Yes BLOWER PULLEY SET SCREW Design: Yes Actual: Yes TIGHT MOTOR PULLEY SET SCREW TIGHT Design: Yes Actual: Yes FAN LEVEL Design: YesActual: Yes ROTATION Design: Correct Actual: Correct DAMPER INSTALLED Design: Yes Actual: Yes FAN VIBRATION Design: Good Actual: Good Heater FREEZE STAT SET POINT Design: 35 Actual: 35 4 Gas Heater GAS TYPE Design: Natural Actual: NAT LOW FIRE MANIFOLD GAS Design: 0 Actual: 0 PRESSURE INLET GAS PRESSURE Design: 7.0 Actual: 10 HIGH FIRE INLET PRESSURE Design: 7.0 Actual: 10 TEMP RISE Design: 100 Actual: 100 INTAKE SET POINT Design: 45 Actual: 55 DISCHARGE SET POINT Design: 55 Actual: 65 SPACE SET POINT Design: N/A Actual: 65 Direct Fired Heater Housing Size: 2 Burner Profile Pressure: 0.0" PILOT FLAME SIGNAL Design: 12 Actual: 15.2 LOW FIRE FLAME SIGNAL Design: 12 Actual: 15.2 HIGH FIRE FLAME SIGNAL Design: 12 Actual: 15.2 MANIFOLD GAS PRESSURE Design: 3.0 Actual: 3.3 HIGH LIMIT SET POINT Design: 170 Actual: 170 BURNER DIFFERENTIAL PRESSURE Design: 0.3 Actual: .36 MODULATION TIME Design: 4 Actual: 1 ECPs Package#: SC-211110FP Smart Conrol ROOM TEMPERATURE OFFSET Design: 15 Actual: 15 ROOM THERMOSTAT INSTALLED Design: Yes Actual: Yes ALL TEMP SENSORS ARE WIRED IN Design: Yes Actual: Yes NONE OF THE LIGHT CIRCUITS Design: Yes Actual: Yes EXCEED 1400W ALL LIGHTS WORK Design: Yes Actual: Yes ALL FAULTS CLEARED Design: Yes Actual: Yes ECPM03 HARDWARE REVISION Design: 03 Actual: 03 ECPM03 PROGRAM VERSION Design: 1.35 Actual: 1.35 CASHMI HARDWARE REVISION Design: 01 Actual: 01 CASHMI PROGRAM VERSION Design: 1.06 Actual: 1.06 VFDs-NOT AVAILABLE! NONE Dan Rogness From: Dan Rogness Sent: Friday, October 30, 2015 4:12 PM To: 'Bill Kranz' Cc: Bob Hutchins;jmatzke@cityofpriorlake.com; Paul Baumgartner Subject: Lighting Test Attachments: Cut-off Bollard Lighting Email.pdf;West Side Fence.pdf Follow Up Flag: Follow up Flag Status: Flagged Bill: Thank you for allowing me to do the secondary parking lot lighting test last night(Oct. 29)at about 8:30 p.m. The property lines on the east and west sides tested less than the maximum allowable 0.5 footcandle at all locations except the following ... • The two bollards located near the lot entrance shine above the 0.5 maximum at the front corners of the adjacent properties;therefore, please install the same type of(back)shields to these two lights as were installed on the others. I do want to reserve the right to evaluate these bollards further as the operation begins based on the City's Ordinance (No. 115-06)condition that these parking lot lights be"cut-off, bollard-style". Although they meet the minimum illumination standards as noted above (with the change),the term "cut-off' means lighting that faces downward due to a cut-off design. There appears to be some glare issues that could be solved by adding some cut-off features to these lights, but I'd like to evaluate that further within the next few weeks while the restaurant is in operation. You actually sent me an email back in February with some good examples of the cut-off style(see attached). Finally, please review the attached landscape plan that shows the location of the property fence on the westerly side. I don't recall seeing the fence extended fully to the south point along the infiltration basin's west side,so verify that installation for me. 0 1 Dan Rogness Community&Economic Development Director 0,fCity of Prior Lake,4646 Dakota Street SE Prior Lake,MN 55372 952.447.9813 1 I 1 1 • ct 1 W.2 'ob 'o owk on .g-bo • FY V . :,,: 130 el • 5 'rtOp', ,,. . . ; ,, : .... E a .5 • � 0 a0 , 4 mo C � J- �L • * N co m O N 'o4) ..,��a A _, _ � - 0 » on 0 x = omrna 0 'a iIIII a) 1 Tom Cashman From: Josh Humphrey[josh@cal-texelectric.com] Sent: Wednesday, September 09, 2015 11:12 AM To: Tom Cashman Subject: FW: Fire Alarm Attachments: Charlie's Fire Alarm.pdf Tom. See the attached and below. Let me know if you have any questions on this one. We are just looking for the fire alarm pricing. A few notes for you • We have a conduit to the PIV about 150'from the building • Most of the openings we have a box and conduit in for you already Looking for pricing and install on this one quickly as the previous guy that we were using on the project has been non responsive and I am tired of waiting. In other words if you fit within my budget the project is yours Joshua H. Humphrey Cal-Tex Electric Inc. 4.. 17001 Fish Point Rd Suite 1041 Prior Lake, MN 55372 Office(952)447.1125 Fax(952) 447.2013 I Direct(952)956.6545 Mobile(952)•666.3755 I josh@cal•texelectriccom 'CHANGING THE WAYPEOPLE PERCEIVE SERVICE' PPlease consider the environment before printing this email. CONFIDENTIALITY WARNING:This email may contain confidential or proprietary business information and is for the sole use of the intended recipient(s).Any unauthorized use or disclosure of this communication,including attachments,is strictly prohibited.If you believe that you have received this email in error,please notify the sender immediately and delete it from your system. CFrom: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com] Monday, August 10, 2015 4:43 PM To: Jennifer Stone Cc: Josh Humphrey; Bkranz2478(agmail.com; Paul Baumgartner Subject: RE: Fire Alarm Jennifer,Please add an exterior HS above the Fire Department connection and a tamper at the PIV that is on the southwest corner of the property.The remainder of the plans are acceptable. Thank you Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851;Fax: 952.447.4245 Sign up for Email Updates. From: Jennifer Stone [mailto:Jennifer.Stone@cal-texelectric.com] Sent: Friday, August 07, 2015 11:02 AM To: Bob Hutchins Cc: Josh Humphrey; Jennifer Stone; Bkranz2478Cagmail.com Subject: FW: Fire Alarm 1 Attached is the Fire Alarm plan for Charlie's on Prior 3950 Green Heights Trail for approval. Please review and let us know on approval or if there are any changes that you need. Thank You Jennifer Stone I Cal-Tex Electric Inc. ,,,. ..,. i:kr,, 17001 Fish Point Rd SE Suite 104 ! Prior Lake, MN 55372 :t ``:. Office(952) 447-11251 Fax(952) 447-2013 Direct(952)956-6546 Mobile(952) 836.6831 jenniferstone ct Cal.texelectric.tom 'CHANGING THE WAY PEOPLE PERCEIVE SERVICE' .:00- ,Jl�%. P Please consider the environment before printing this email. . - CONFIDENTIALITY WARNING:This email may contain confidential or proprietary business information and is for the sole use of the intended recipient(s).Any unauthorized use or disclosure of this communication,including attachments,is strictly prohibited.If you believe that you have received this email in error,please notify the sender immediately and delete it from your system. 2 Ni 940 PARK RIDGE COURT CHASKA, MN 55318 /"esp OFFICE (952) 368-3358 FAX (952) 368-0264 WWW.GETESP.NET 'PIC SECURITY PROFESSIONAL= Fire Alarm Equipment Submittal September 18, 2015 Project: Charlie's Port on Prior 3950 Green Heights Trail Prior Lake, MN 55372 Electrical Contractor: Cal-Tex Electric 17001 Fish Point Road Suite#104 Prior Lake, MN 55372 Phone (952) 447-1125 Fax (952) 447-2013 Supplied and Installed By: Epic Security Professionals, Inc. 1940 Park Ridge Court Chaska, MN 55318 Phone (952) 368-3358 Fax (952) 368-0264 Web www.getesp.net Ni 940 PARK RIDGE COURT CHASKA, MN 55318 /11 eCE (952) 368-3358 �711�J FAX (952) 368-0264 EPIC SECURITY PROFESSIONALS WWW.GETESP.NET Fire Alarm Equipment List Fire Alarm System Qty Type Description Rough In Box 1 5700 Fire Alarm Control Panel Surface Mount 2 PS-1270 7 amp hour batteries FACP 1 SK-Photo Addressable Smoke Detector 4" Octagon w/base 1 SK-Pull Addressable Pull Station Single gang 7 SK-Monitor Monitor Modules 4" Square 2 PC2W White Ceiling Mount Horn Strobe 4" Square Multi Candela 5 SR Red Wall Mount Strobes 4" Square Multi Candela INTELLIKNIGHT FIRE ALARM CONTROL PANEL SILENT IntelliKnight® Model 5700 KNIGHT Single Loop Addressable Fire Alarm Control System by Honeywell The affordable addressable fire alarm control panel solution. IntelliKnight Model 5700 is a class leading single loop addressable fire alarm control/communicator system. 5700 provides you with the revolutionary value and performance of addressable sensing technology combined with exclusive, built-in digital communication, distributed intelligent power, that includes an easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system, or to locate your nearest source, please call 1-800-328-0103. Description The basic IntelliKnight 5700 system can be enhanced by adding modules such as 5860 remote annunciator, 5824 serial/parallel printer interface module (for printing system reports), and 5496 intelligent power module. 5700 supports SD or SK devices. 5700 also features a powerful built-in dual line fire communicator that allows for reporting of all system activity to a remote monitoring location. Features • Built-in support for up to 50 SK detectors and 50 SK „r`T modules creating a total point capacity of 100 points le "`.'".` • Built in support for up to 50 SD devices 11711iKnight • Up to 125 zones and 125 output groups • Uses standard wire—no shielded or twisted pair required Model 5700 • Built-in digital communicator • Improvements in SKSS deliver five times faster • Central station reporting by point or by zone upload/downloads • Supports Class B (Style 4)and Class A(Style 6 or 7) • Built-in RS-232 interface for programming via PC configuration for SLC • Built-in Form C trouble relay rated at 2.5A at 27.4 • Drift compensation VDC • 13 pre-programmed output cadences (including ANSI- • Programmable date setting for Daylight Saving 3.41) and 4 programmable outputs Time • Notification circuits configurable as 1 Class A(Style Z) or 2 Class B (Style Y), or auxiliary power for resettable, Installation constant, or door holder power The 5700 is a surface mount FACP • Built-in synchronization for AMSECO, Centex®, Compatibility Faraday, System Sensor®and Wheelock®appliances The 5700 signal line circuit(SLC)supports multiple • Built-in annunciator with 80-character LCD display device types of the same protocol: • RS-485 bus provides communication to system • SK accessories • Upload or download programming, event history, or • SD detector status onsite or from a remote location using You cannot mix SD and SK SLC devices on a FACP. a PC and 5660 Silent Knight Software Suite (SKSS) • Two built-in Form C programmable relays rated at 2.5A at 27.4 VDC rt=LLIKNIGHT FIRE ALARM CONTROL PANEL Model 5700 Fire Alarm Control Panel 58!5.10r7.3 i * MIP 717 1It `r,l r 7 sem= CI 1 r C 67 ti 1 588'1 Y_ IV 2J.n .Ic c.>r cc,�tl",-m. pe,u a § ria.:« 1 u_ .m ed Re,e 41, peen V.. i 8 R ,. vo IN 5496 *i'''..1 p 1 V E 4 "II e1,',:lb 5700 Specifications S-BUS Accessories 5670 Silent Knight Software Suite Electrical 5860/R Remote Fire Annunciator End-user facility management software allows viewing of detector status and event Primary AC: 120 VAC,60 Hz, 1.5A Features the same 80 character backlit LCD history via modem or direct connection. Total Accessory Load:2.5A @ 27.4 VDC display keypad and firefighter's key switch Notification Power:2.5A @ 27.4 VDC, as the 5700.The system can be fully RBB power-limitedprogrammed and operated from any 5860. Remote Battery Box Accessory Cabinet.Use Standby Current:200 mA 5860 is gray and 5860R is red. if backup batteries are too large tofit into Alarm Current:365 mA FACP cabinet. Dimensions: Notification/Aux Power Circuits: 5496 Intelligent Power Module 16"W x 10"H x 6"D 2.5A @ 27.4 VDC per circuit, A 6 amp notification power expander that (406 mm W x 254 mm I/"x 152 mm D power-limited provides four additional power-limited Battery Charging Capacity:7.0-35.0 AH notification appliance circuit outputs. SK-SCK Battery Size:7 AH max.allowed in FACP Seismic Compliance Kit) cabinet.Larger capacity batteries can be 5880 LED/IO Module housed in an RBB accessory cabinet. Features 40 LED outputs,8 normally open SD505-DTS-K Physical dry contact inputs and one piezo output. Remote test switch that provides remote key Dimensions: 5865-3 and 5865-4 operated test function and annunciation of 12.75"W x 15.2"H x 3.4"D Remote LED Annunciator detector alarm with SD505-DUCTR. (32.39 W x 38.42 H x 8.57 D cm) Features 30 Programmable LED(15 red and Weight: 11.5 lbs. 5.2 k 15 yellow)outputs and a piezo sounder.The SD and SK Devices 9 9) See the data sheets listed below for a 5865-4 adds a silence and reset switch to Color:Red the package. complete listing of the SD and SK devices. Telephone Requirements: 53624 SD Devices data sheet FCC Part 15 and Part 68 approved5883 Relay Board Features 10 general purpose Form C relays. 53623 SK Devices data sheet Type of Jack:RJ31X(two required) Used with 5880 module. Listings 5824 Serial/Parallel Printer NFPA 13,NFPA 15,NFPA 16,NFPA 70,& Interface Module NFPA 72:Central Station;Remote Provides one parallel and one RS-232 serial Signalling;Local Protective Signalling port for connecting a printer to 5808.Use to Systems;Auxiliary Protected Premises Unit; print a real-time log of system events, &Water Deluge Releasing Service.Suitable detector status reports,and event history. for automatic,manual,waterflow,sprinkler Interfaces with building control system. supervisory(DACT non-coded)signalling services. Miscellaneous Accessories Other Approvals:UL Listed; 5660 Silent Knight Software Suite CSFM 7170-0559:144;MEA 429-92-E Vol. User-friendly Windows software for remote XVI;OSHPD(CA)OSP-0065-10 programming of 5700s using a PC.Upload and view panel account information,event history,and detector status. SILENTNI it This document is not intended to be used for installation purposes.We try to MADE IN AMERICA KNIGHT keep our product information up-to-date and accurate.We cannot cover all P/N 350392 Rev L specific applications or anticipate all requirements.All specifications are subject ©2013 Honeywell International Inc. to change without notice.For more information,contact Silent Knight 12 by Honeywell Clintonville Road, Northford,CT 06472-1610 Phone:(800)328-0103, Fax:(203)484-7118. For Technical Support, Please call 800-446-6444. www.silentknight.com ............... Rechargeable Sealed Lead-Acid Battery PS -1270 12 Volt 7.0 Amp. Hrs. Features: • Absorbent Glass Mat(AGM)technology for superior performance. G h v • Valve regulated, spill proof construction allows safe operation in any position. • Power/volume ratio yielding unrivaled energy density. • Rugged plastic case and cover • Approved for transport by air.D.O.T., I.A.T.A., F.A.A.and C.A.B.certified. • U.L.recognized under file number MH 20845. 3?Si PERFORMANCE SPECIFICATIONS 12 volts (6 cells in series) Nominal Voltage Nominal Capacity 7.0 A.H. 20 hour rate (350mA to 10.50 volts) 6.5 A.H. 10 hour rate (650mA to 10.50 volts) 6.0 A.H. 5 hour rate (1.2A to 10.20 volts) 6.0 A.H. 1 hour rate(4.5A to 9.00 volts) 15 min rate (14A to 9.00 volts) 3.5 A.H. 5.70 pounds (2.59 kg) Approximate Weight Energy Density(20 hour rate) 1.43 Watt-hours/cubic inch (87.3 Watt-hours/I) 14.7 Watt-hours/pound (32.4 Watt-hours/kg) Specific Energy (20 hour rate): 22 milliohms (approximately) Internal Resistance (Fully Charged Battery) pr amaeres Maximum Discharge Current(< 7 Min.) 21amperes Maximum Short-Duration Discharge Current ( < 10 Sec.) Terminal configurations Quick disconnect tabs, "F1": 0.187"x 0.032", mate with AMP. INC. FASTON"187" Quick disconnect tabs,"F2": 0.250" x 0.032",mate with AMP.INC.FASTON"250" Shelf Life—%of nominal capacity at 68° F(20°C) 7% 1 Month 997% 3 Months 93% 6 Months Operating Temperature Range -4°F (_20°C)to 122°F (50°C) Charge -4°F (-20°C)to 140°F (60°C) Discharge ABS Plastic Case PS-1270 TECHNICAL DATA: Shelf Life and Storage nn Discharge Characteristics 100 i® Charging is not 14.0 Iii I 1 I l i i ,-"multi UII®®® ha if g i unless Ambient Temperature 20°C(68°F) o, 100%'i ppadty 13 0 iY ®"®S■■® Charging before R 12 0 ®® ® 41 F use is necessary C ( ) to help recover ; 11.0 60®",®,®® full capaGty. ® 7A 0.35A 1.01111 t 11111111111111111111111111111� fag 10.0 3.5q.4A 40°C 30°C ® 20°C po not E Final 40®® (104°F) (86°F) (68°F) : batteries■r: reach 9.0 Voltage 7A a ■ ■ 8.0 14A m • 0 2 4 6 8 10 12 14 • 16 18 20 1.2 2.4 6 12 24;33481 2 4 s 8 1 20 40 Standing Period(Months) min.-- -hrs• Discharge Time Life Characteristics in Stand-By Use Ambient Temperature 20°C(68°F) Discharge Time vs.Discharge Current 100 -,<:, g2-„,„:-Ii-', 20 g 80 15 10 � 60 \\ oi v Float Charging Voltage p 40 2.25-2.30 VICeII 5 Final 1 :. Voltage 20 I 1 I I .• 2 10.5V 10.2V Cg• 0 3a 0 2 Years 4 H ...• 1 \ - m 9.60V \� to E,. 30 Life Characteristics in Cyclic Use r ` \ v 120 q 9.OV 40°C(104°F) 10 20°C (68°F) iN 100 0°C (32°F) 5 8.10v� �' 80 v „ ra -- , W 60 Discharge Discharge Discharge0.35 0.7 1.4' 3.5 7 14 U Depth 100% Depth iDepth 30% Discharge Current(A) c •19.:. 40 I I 1.Discharge Current 0.2C(Final Voltage 1.N/Cell) Terminals 2.ChargeCurrent:b.1 C I I I Physical Dimensions: in.(mm) 20 3.Ambient Temperatures 20°C to 25°C(68°F 1 o 77°F) ^F1° FASTON0 0 200 400 600 800 1000 1200 quiN tabdcdleFASTl ��Vlllll - in Number of Cycles '` "F2" FASTON rta°bsqicdisconnectCHARGING Cycle Applications:Limit initial current to 2.1A.Charge until battery 1._ -5.95(151)--.1 voltage(under charge)reaches 14.40 to 14.70 volts at 68°F(20°C). Hold at 14.40 to 14.70 volts until current drops to approximately 70mA. Battery is fully charged under these conditions,and charger should either be disconnected or switched to"float"voltage. 5�b° °" "Float"or"Stand-By"Service:Hold battery across constant volt- .ry age source of 13.50 to 13.80 volts continuously.When held at thispp!!/EB Arig� o voltage,the battery will seek its own current level and maintain itself PS-1270 F1 in a fully charged condition. "MOD12 '°"'P Hr 2 0 NOTE:Due to the self-discharge characteristics of this type of bat- X - -=- tery,it is imperative that they be charged after 6-9 months of stor -� age,otherwise permanent loss of capacity might occur as a result of Tolerances are+/-0.04 in.A(li d 1mm)etobject change0 ftho2ut notlm)for ce height dimensions. sulfation. POWER"•' 'NoN/( taCUSTOMER SERVICE SALES&MARKETING 1S09001-2000 7550 Panasonic Way 3106 Spring Street co Z FM39170 San Diego,CA 92154 USA Redwood City,CA 94063 USAF Tel:619-661-2030 Fax:619-661-3648 Tel: 650-364-5001 Fax:650-366 3662 .. customer-service@power-soniacom national-sales@power-sonic.com Inrww.power-sonic.com ,M PRINTED IN U.SA.