Jt. Planning-Board Meeting — Documents

Specific Implementation Plan (SIP) Prairie Pines Golf Club - SIP Phase 1 - Clubhouse and Parking Lot Development – Amendment No. 1 Town of Bristol, Dane County, Wisconsin Prepared For: Pete and Jen Simon PAC Acquisitions LLC 1010 N. Bird Street Sun Prairie, WI, 53590 Prepared By: Vierbicher 600 W. Virginia St., Suite 601 Milwaukee, WI 53204 Prepared On: September 30, 2025 (Updated Oct 10, 2025) 1 © Vierbicher Associates, Inc. TABLE OF CONTENTS Description Page # Letter of Intent ..................................................................................... .......................... 2 Specific Implementation Plan ......................................................................... ............ 3 1.1 Location, Ownership, and PUD Zoning District Need ............................................................ 3 1.2 Commercial Area – Zoning Requirements ............................................................................. 4 1.3 Design Standards ..................................................................................................................... 45 1.4 Site Plan ...................................................................................................................................... 5 1.5 Streets and Utilities ..................................................................................................................... 5 1.6 Landscaping & Lighting ............................................................................................................ 5 1.7 Signage ....................................................................................................................................... 5 Appendices ........................................................................................... ...................... 56 600 W. Virginia Street, Suite 601 Milwaukee, Wisconsin 53204 (262) 875-5000 phone www.vierbicher.com vision to reality Reedsburg | Madison | Milwaukee | Prairie du Chien | Green Bay October 1, 2025 Kory D. Anderson, PE, Town of Bristol Zoning Administrator 916 Silver Lake Drive Po Box 340 Portage, WI 53901 Re: Prairie Pines Golf Club SIP Phase 1 - Clubhouse and Parking Lot Development – Amendment No. 1 Town of Bristol, Dane County, Wisconsin Kory, We are pleased to submit this Specific Implementati on Plan (SIP) for Prairie Pines Golf Club SIP Phase 1 to the Town of Bristol. This submission is a continuation of the process that commenced with GDP submission February 22, 2024. PAC Acquisitions LLC will be the developer for this project, with engineering and entitlement assistance from Vierbic her & design by Keller. The project creates a one-story new clubhouse compr ising 8,190 sq. ft. This new structure is located on parcel 012/0911-302-8000-8. This effort, labeled Ph ase 1, requires a two-phase demolition of the existing clubhouse, as well as construction of the new facil ities, including improving the existing parking lot. Potential future residential development along Happ y Valley Road would occur as a separate effort, representing a standalone phase requiring its own S IP approval. All conditions of the General Development Plan (GDP ) approval have or will be met. The appendices contain, Developer Agreement, grading, drainage, an d landscape plans. Erosion control and stormwater management plan and calculations will be addressed with site plan approval. We are pleased to submit to you this Specific Imple mentation Plan for Prairie Pines Golf Club SIP Phas e 1 project in the Town of Bristol. We respectfully request approval of the Specific Implementation Plan. Sincerely, Steve Parse, PE (Agent) Pete Simon PAC Acquisitions LLC 1010 N. Bird Street Sun Prairie, WI, 53590 cc: Town of Bristol Planning Commission Brandon Flunker, PE, Vierbicher 3 Specific Implementation Plan 1.1 Location, Ownership, and PUD Zoning District Need PAC Acquisitions LLC, a Wisconsin limited liability company (“Developer”), being the owner of the land located in the West ½ of the NE ¼; the East ½ of the NW ¼; and the East 10 acres of the West ½ of the NW ¼ in Section 30, T9N, R11E, as legally described in Exhibit A and portrayed in Exhibit B attached hereto, Town of Bristol, Dane County, Wis consin (“the Property”), and also being the developer of the Property, hereby submit the following Amendment No. 1 to the Specific Implementation Plan ("SIP") for the development of the Property in the Planned Unit Development ("PUD") Di strict, pursuant to Sec. 1.057 of the Town of Bristol Zoning Ordinance: Parcel No. Size (Ac) 012/0911-301-9000-7 (SW/NE) 40.0 012/0911-301-8500-4 {NW/NE) 40.0 012/0911-302-9500-1 {SE/NW) 40.0 012/0911-302-8000-8 (NE/NW) 40.0 012/0911-302-9000-6 (SW/NW) 5.0 012/0911 -302 -8500 -3 (NW/NW) 5.0 The development described in this SIP is a unique c ommercial project for the Town of Bristol, with several different permitted uses related to golf course and event space, identified below. The Property shall be used for the operation of a commercial project and recreational activities, which may include the following uses an d uses incidental thereto: a) Golf course-related activities and events; b) food and beverage preparation, sales and service fo r on and off premises consumption, including, but not limited to, restaur ants, and including, but not limited to employees and the general public, whethe r with or without alcoholic, liquor and/or malt beverages, and which may include outdoor seating, all without a conditional use permit; c) vehicle parking, accessory to any permitted or cond itional uses; d) event space and its associated uses; e) stormwater management facilities, landscaped areas, employee and customer recreational areas and open space; f) signage as approved in the applicable SIP; g) uses and activities accessory or incidental to the permitted uses in this GDP or any approved conditional uses, including, but not limit ed to, drive-up, self-service or automated windows or vending services, including au tomated tellers and food and beverage services. Given the unique nature of the project, the Develop er desires to use PUD zoning to provide the Developer and the Town with the flexibility to manage approval and development of the Property to allow a high level of control over the land’s development. No uses shall be permitted within the Property whic h are not permitted uses under the provisions of the GDP, or future amendments to the GDP. 4 1.2 Commercial Area – Zoning Requirements The following standards shall control the primary, secondary, or tertiary structures and their uses, including supporting uses, within the Property. The street width, setback, lot size, height, lot coverage and area regulations contained in the Town of Bristol Zoning Ordinance do not apply to the Property, and instead these matters shall be governed by this SIP, the GDP, or subsequent amended GDP or SIP’s. Street width - There are no public streets within the Property; privately-owned driveways serving the parking lot will be 24 ft in width, and cart paths will vary between 7 - 15 ft in width. Setbacks - The setbacks along the exterior boundaries of the Property with adjoining lands shall be 10 feet in the front and rear yard and 5 feet in the side yards. The setbacks along the interior boundaries of any parcels created within the Property, with the interior boundaries of any other parcels created within the Property, shall be 5 ft. Height - The maximum height for any principal buildings located within any parcels on the Property shall be 40ft, inclusive of architectural features, if any. The maximum height for any accessory buildings located within any parcels on the Property shall be 30ft. Lot Coverage - The maximum lot coverage within any parcel within the Property shall be thirty (30) percent. Floor Area Ratio (FAR) - The maximum floor area ratio (FAR) within any parcel within the Property shall be 0.50. Outdoor Storage - There shall be no outside storage on the Property, except for: a) Motor vehicles for patrons, employees, or contractors performing work on the Property, or b) Vehicles (including trailers) to be loaded or unloaded on the Property, or c) Golf course equipment, machinery, and implements, or d) Construction equipment actively used during construction or renovation periods. Parking - The Property shall comply with the “Flex Parking” requirements under the Town of Bristol Zoning Ordinance §1.078 & §1.079. The provisioned parking would fulfill the “Intensive Parking” requirement of 9 spaces per 1,000 sq. ft. floor area in Code. This SIP diverges from Town Code for parking space length, which shall be 18 ft versus 10 ft in Town Code. An estimated 186 parking stalls are planned. 1.3 Design Standards The Property will be designed to create an attracti ve and cohesive aesthetic. For example, Exhibit D – Architectural Plans Sheet A2.0 portrays LP Smart Board and Batten and Ledge Stone siding with asphalt shingles roof. It is the Developer’s intent that the future development of the Property shall be conducted in accordance with this Specific Implementation Plan ("SIP") approved by the Town of Bristol, subject to the provisions of the GDP. It is anticipated that if the Developer seeks amendments to the GDP and/or approvals of revised SIP's within the Property, the amendments will be subject to approval of the Town Board. 5 The Developer does need not to complete a prior building or phase before being issued a building permit or occupancy permit for another building or phase. Prior to commencing construction of any building or phase, the Developer shall submit such plans to the Town for approval in accordance with the GDP, this SIP, and the Town of Bristol Zoning Code. 1.4 Site Plan The building (clubhouse and event venue) plus parki ng lot are planned as one effort representing one phase in this SIP. Within this effort, there are subphases for demolition and creation of the new amenities. Exhibit C – Site Plan contains specifics on process, timeline, design, and materials that are herein incorporated into this SIP. 1.5 Streets and Utilities Access to public streets for the Property shall be to and from Happy Valley Road. Roads, driveways, and cart-paths within the Property shall be private facilities constructed in two (2) phases. The access to the public road and the private facilities’ locations shall be located as provided in Exhibit C – Site Plan, sheets C1.0-C6.1 as well as the POWTS plans on sheets C100 - C105 designed by Peterson Onsite. The Property shall be served by one (1) potable water well, plus one (1) private on-site wastewater treatment system (POWTS) with one (1) septic tank under the Wisconsin Plumbing Code, as administered by Public Health Madison and Dane County. The Property will be served by electric, energy, communications or other utility services from public or private utilities authorized and available to serve the Property. The Developer or such utilities, but not the Town of Bristol, shall be responsible for all costs for the installation of such utility service. 1.6 Landscaping & Lighting The site lighting may vary in scale and intensity f or the different uses within the development. All fixtures and poles will be the same style and color. A photometric plan is provided in Exhibit C. Landscape will be designed to be harmonious across the development. Native plant species will be used, except where specific ornamental or other desirable features can only be provided by non-native plants. Further information is included in Landscape Plan sheets L101-L1.1 . 1.7 Signage Signs shall be permitted within the Property as allowed by the signage provisions of the Town of Bristol Zoning Ordinance, with each separate building upon the Property to be treated as if it was on a separate legal parcel for determining the number, location and size of sign permitted within the Property. Appendices Exhibit A – Legal Description Exhibit B – Rezoning Exhibit 6 Appendices Exhibit A – Legal Description Exhibit B – Rezoning Exhibit Exhibit C – Civil/Site Plans Exhibit D - Architectural Plans Exhibit E – Developer Agreement TOWN OF BRISTOL W50'W50' FABRICATIONUSF FABRICATIONUSF 960 950955 950955960965 965 955 955960955950 945SANSANSANSANSANSANSANUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE SHEET NUMBER DATENO SURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO. REVISION CHECKED DATE OF ISSUANCEPRAIRIE PINES GOLF COURSEPETERSEN ONSITE 193805784Sun Prairie, Dane County, WI 53590 September 22, 2025 421 Wheeler Ave.Fredonia, WI 53021-0340www.petersenonsite.com N040'80' OVERALL SITEPLAN MTA MTA PJH PJH C100 LOT LINE INV. = 944.30±INV = 941.91214 L.F. OF 6" SAN @ 1.04%16 L.F. OF 6" SAN @ 1.04%CLEANOUTINV = 944.14PROPOSED FINISHED GRADE = 948.00RISER = 948.50W7700 SEPTIC TANKINV. IN = 941.91INV. OUT = 941.70OUTSIDE TOP = 942.63OUTSIDE BOTTOM = 936.16PETERSON PRODUCTSPROPOSED FINISHED GRADE = 948.50RISER = 949.00W7700 EQUALIZATION TANKINV. IN = 941.65INV. OUT = 941.44OUTSIDE TOP = 942.37OUTSIDE BOTTOM = 935.90PETERSON PRODUCTS5 L.F. OF 6" SAN @ 1.04% PROPOSED FINISHED GRADE = 950.00RISER = 950.50W20000 MYFAST 1.0 / CLARIFICATION/DOSE TANKINV. IN = 946.25INV. OUT = 945.83OUTSIDE TOP = 948.00OUTSIDE BOTTOM = 936.67PETERSON PRODUCTSRIM = 948.50D = 5.0MAG METER MANHOLE (4'Ø)10 L.F. OF 2" SAN FORCEMAININV = 945.83 471 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 1(DRAIN BACK TO TANK)470 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 2(DRAIN BACK TO TANK)383 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 3(DRAIN BACK TO TANK) Zone 3Trench 3ATrench 3BTrench 3CTrench 3DTrench 3ETrench 3FZone 2Zone 1Trench 2ATrench 2BTrench 2CTrench 2DTrench 2ETrench 2FTrench 1ATrench 1BTrench 1CTrench 1DTrench 1ETrench 1F VEHICULAR TRAFFIC, EXCAVATION, COMPACTION PROHIBITEDIN TOE SLOPE AREA (FORCE MAIN ROUTE TO BE EXCAVATED WITHA MAXIMUM BUCKET WIDTH OF 12")APPROXIMATE BUILDING SEWER CONNECTION POINT(LOCATION AND ELEVATION TO BE VERIFIED) LOCATED IN:SEC 30-9-11NW 14 NE 14PARCEL ID NUMBER:012/0911-301-8500-4INDEX OF SHEETS:SHEET TITLE PROPOSED CLUB HOUSE312 L.F. OF 3" ELEC. CONDUIT4' BENCHMARK - TOP OF WATER PIPEELBOX OFF OF WELL, 36" ABOVE GRADEELEV. = 951.9 TREE TO BE REMOVEDTREE TO BE SAVEDFILL MAY BE REQUIREDTO ASSURE 4' COVER OVER PIPE FABRICATIONUSF FABRICATIONUSF SANSANSANSANSANSANSANSANSANSANSANSANSAN UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE SHEET NUMBER DATENO SURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO. REVISION CHECKED DATE OF ISSUANCEPRAIRIE PINES GOLF COURSEPETERSEN ONSITE 193805784Sun Prairie, Dane County, WI 53590 September 22, 2025 421 Wheeler Ave.Fredonia, WI 53021-0340www.petersenonsite.com N05'10' TANK SITE PLAN MTA MTA PJH PJH C103 INV = 941.91 PROPOSED FINISHED GRADE = 948.00RISER = 948.50W7700 SEPTIC TANKINV. IN = 941.91INV. OUT = 941.70OUTSIDE TOP = 942.63OUTSIDE BOTTOM = 936.16PETERSON PRODUCTSPROPOSED FINISHED GRADE = 948.50RISER = 949.00W7700 EQUALIZATION TANKINV. IN = 941.65INV. OUT = 941.44OUTSIDE TOP = 942.37OUTSIDE BOTTOM = 935.90PETERSON PRODUCTS5 L.F. OF 6" SAN @ 1.04% RIM = 948.50D = 5.0MAG METER MANHOLE (4'Ø)10 L.F. OF 2" SAN FORCEMAIN INV = 945.83BAFFLE (TYP.)INV = 941.70INV = 941.65 2" FORCEMAIN FOR MAINTENANCE PUMPS(TO DRAIN EMPTY AFTER USE)CONTROL PANEL TOBE MOUNTED ON CONCRETE SLABSOLIDS HANDLING MAINTENANCE PUMPS(WEEP HOLE REQUIRED) INV = 941.44 INV = 946.25 950949948 951952953 950 214 L.F. OF 6" SAN @ 1.04% 471 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 1(DRAIN BACK TO TANK)470 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 2(DRAIN BACK TO TANK)383 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 3(DRAIN BACK TO TANK) 312 L.F. OF 3" ELEC. CONDUIT TREE TO BE REMOVED TREE TO BE SAVEDPROPOSED FINISHED GRADE = 950.00RISER = 950.50W20000 MYFAST 1.0 / CLARIFICATION/DOSE TANKINV. IN = 946.25INV. OUT = 945.83OUTSIDE TOP = 948.00OUTSIDE BOTTOM = 936.67PETERSON PRODUCTS USED THROUGHOUTFIBER OPTIC FLOATS SHEET NUMBER DATENO SURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO. REVISION CHECKED DATE OF ISSUANCEPRAIRIE PINES GOLF COURSEPETERSEN ONSITE 193805784Sun Prairie, Dane County, WI 53590 September 22, 2025 421 Wheeler Ave.Fredonia, WI 53021-0340www.petersenonsite.comTANK CROSS SECTION MTA MTA PJH PJH C102 PROPOSED FINISHED GRADE = 948.00RISER = 948.50W7700 SEPTIC TANKINV. IN = 941.91INV. OUT = 941.70OUTSIDE TOP = 942.63OUTSIDE BOTTOM = 936.16PETERSON PRODUCTSPROPOSED FINISHED GRADE = 948.50RISER = 949.00W7700 EQUALIZATION TANKINV. IN = 941.65INV. OUT = 941.44OUTSIDE TOP = 942.37OUTSIDE BOTTOM = 935.90PETERSON PRODUCTSPROPOSED FINISHED GRADE = 950.00RISER = 950.50W20000 MYFAST 1.0 / CLARIFICATION/DOSE TANKINV. IN = 946.25INV. OUT = 945.83OUTSIDE TOP = 948.00OUTSIDE BOTTOM = 936.67PETERSON PRODUCTSRIM = 948.50D = 5.0MAG METER MANHOLE (4'Ø) TRIPLEX RED JACKET 2WS15BHF1.5 HP SUBMERSIBLE PUMPS OREQUIVALENT RATED AT GRATERTHAN 87.48 GPM AT 41.7' TDHDUPLEX 2EP0312, 1/3 HP, 1 PHASE EFFLUENT PUMPS OR EQUIVALENT,RATED AT 56.4 GPM AT 12.48' TDH. EACH OF THE TWO PUMPS SHALL BESET ON TIMERS TO RUN 56.4 GPM FOR 1 MINUTES, 31 SECONDS "ON",AND THEN REST FOR 58 MINUTES, 29 SECONDS "OFF". THE PUMPSTART TIMES SHALL BE STAGGERED BY 30 MINUTES AT STARTUP. SHEET NUMBER DATENO SURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO. REVISION CHECKED DATE OF ISSUANCEPRAIRIE PINES GOLF COURSEPETERSEN ONSITE 193805784Sun Prairie, Dane County, WI 53590 September 22, 2025 421 Wheeler Ave.Fredonia, WI 53021-0340www.petersenonsite.com N010'20' DETAILED SYSTEM SITE PLAN MTA MTA PJH PJH C103 Zone 3Trench 3A 960 STABILIZED 4"OBSERVATION PIPE (TYP.) FLUSH VALVE (TYP.)80' STONE TRENCH SQUIRT ADJUSTINGVALVE (TYP.) FM INV = 959.2Trench 3BTrench 3CTrench 3DTrench 3ETrench 3F Trench 2ATrench 1ATrench 1DZone 2Zone 1Trench 2BTrench 2CTrench 2DTrench 2ETrench 2F Trench 1BTrench 1CTrench 1ETrench 1FINV @ TANK = 945.83 STABILIZED 4"OBSERVATION PIPE (TYP.) STABILIZED 4"OBSERVATION PIPE (TYP.) STABILIZED 4"OBSERVATION PIPE (TYP.) STABILIZED 4"OBSERVATION PIPE (TYP.) FLUSH VALVE (TYP.) FLUSH VALVE (TYP.) SQUIRT ADJUSTINGVALVE (TYP.) SQUIRT ADJUSTINGVALVE (TYP.) 80' STONE TRENCH 80' STONE TRENCH 10'10' 15'2' 2' 2'2' 2'0' (TYP.)0' (TYP.) 0' (TYP.)1'10' 10'10' 5'5' (TYP.)5' (TYP.) 0' (TYP.) 0' (TYP.)0' (TYP.)0' (TYP.) FILLED GOLF COURSE FEATURE(DEEP PLOWING MAY BE REQUIRED TO BREAK APARTANY SOIL COMPACTION FROM BELOW THE FILL FEATURES) FM INV = 959.0FM INV = 958.9 FM INV = 952.00 FM INV = 950.70 959958957956955954953 952 953 961 964 960961 959958 957956 955954 VEHICULAR TRAFFIC, EXCAVATION, COMPACTION PROHIBITEDIN TOE SLOPE AREA (FORCE MAIN ROUTE TO BE EXCAVATED WITHA MAXIMUM BUCKET WIDTH OF 12") VEHICULAR TRAFFIC, EXCAVATION, COMPACTION PROHIBITEDIN TOE SLOPE AREA (FORCE MAIN ROUTE TO BE EXCAVATED WITHA MAXIMUM BUCKET WIDTH OF 12") 471 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 1(DRAIN BACK TO TANK)470 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 2(DRAIN BACK TO TANK)383 L.F. - 3" PVC SCH 40 FORCE MAIN TO ZONE 3(DRAIN BACK TO TANK) SOIL BACKFILLTOP OF MOUNDAPPROVEDSYNTHETICCOVER1.5"Ø LATERALSTONETRENCHSYSTEM ELEVATIONLATERAL INVERT CELL WIDTH5'SEPARATION (MIN.) STONE TRENCH CROSS-SECTION 4' 4'SAND BLANKET - 18" MIN.HIGHEST EXISTING GROUND GRADE STABILIZED 4" OBSERVATION PIPE 2 REQUIRED PER TRENCH@ 10' OF TRENCHLENGTH FROM EACH ENDFLUSH VALVE LAST ORIFICEEND OF TRENCH IN CENTER OF THREADED CAP1.5"ØTHREADED CAP5/32"Ø ORIFICE FOR HEAD TESTING SWEEP ELBOW STONE TRENCHBACK FILL WITHMOUND SAND OR12" TYPICAL FLUSH VALVE ON FLUSH VALVEASSEMBLYBALL VALVE TRENCH FILL MATERIAL36" HOLE SPACING(TYPICAL)12"1 OUT OF EVERY 4 HOLES TO FACE DOWN 12" (6" AT ENDS) VALVE BOX 10"Ø ROUND 12"TOP OF STONE TRENCH STANDARD SEWERTRENCH SECTION NOTES:·BURIED DEPTHS VARY, SEE PLANS FOR SEWER AND WATER DEPTHS.·TRACER WIRE SHALL BE INSTALLED FOR ALL NON-METALLIC SEWER AND WATER PIPING. WIRE SHALL BE INSTALLEDDIRECTLY ABOVE THE TOP OF PIPE AND WITHIN 6-INCHES OF THE PIPE.·ALL SEWER PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPS 384. SHEATHINGWHEN REQUIRED 12" SUBGRADE PVC SAN. SEWER PIPE(SIZE VARIES) 4" 3" OF CRUSHED STONE IN WETOR UNSTABLE TRENCH WITHOUT EXTRA COST TO OWNER3/4" CRUSHEDSTONE BEDDING3/4" CRUSHED STONE,GRAVEL, OR SAND(SALVAGED SAND ACCETABLE)COMPACTED GRANULAR BACKFILLOR ENGINEER APPROVEDEXCAVATED MATERIAL 6" TYP. STONE TRENCH DETAIL 81' 12"HOLES ARE EQUALLY SPACED10'IN BOX (SEE DETAIL) END OF TRENCH1-1/2"Ø PVC DISTRIBUTION PIPEFIRST HOLE 3"Ø FORCE MAIN 4" OBSERVATION PIPE (SEE DETAIL) 12" TRENCH DETAIL 82' TOTAL (MANIFOLD TO FLUSH VALVE)12"12"27 HOLES, EACH 5/32"Ø @ 36"SPACING, 12" TO FIRST AND LASTHOLE FROM END OF TRENCH(1 OUT OF EVERY 4 HOLES TO FACEDOWN)80' STONE TRENCH (4' WIDE) 1-1/2" SQUIRT ADJUSTINGVALVE IN BOX1-1/2" FLUSH VALVE 1-1/2"ØDISTRIBUTIONLATERALTrench 1 3"Ø FORCE MAIN - DRAIN BACK TO DOSE TANK 4' WIDE STONE TRENCH - TYPICAL(LATERAL PLACED IN MIDDLE)Trench 2Trench 9Trench 104'(TYPICAL)6" MIN.12" TYP.5' 10'_LAT. INV.(TYPICAL)(3.32' x 3 x 1.32 ADJ. FACTOR)= 13.15' MIN. (SELECT 15' DOWNSLOPE)(3.00' x 3 x 0.81 ADJ. FACTOR)= 7.29' MIN. (SELECT 10' UPSLOPE)3 : 1 - TYP. EXISTING SLOPE (8% MAXIMUM) _TOP OF STONE TR.36" = 3.00' (ZONE 1)SAMPLE SYSTEM CROSS-SECTION SYS. ELEV._1-1/2"Ø RISER (TYPICAL)15'3 : 1 - TYP.6" MIN.39.84" = 3.32'18" MIN. MOUND SAND CHISEL PLOWED AREA - 7" - 8" DEEPPER SOILS REPORT 12" MIN. 18" TO LIMITING FACTOR 1 1/2"Ø BALL VALVE LOCATEDIN 10" MINIMUM VALVE BOXSEE FLUSH VALVE DETAILFOR VALVE BOX DETAIL DETAILSQUIRT ADJUSTING VALVE 1-1/2"ØRISER (TYP.) VALVE BOX 10"Ø ROUND EXTENSION ON PIPING.DO NOT REST 10" PIPETO THE GROUND SURFACE.INSTALL 10" PIPE EXTENSIONS 3"Ø FORCE MAIN 1-1/2"Ø DISTRIBUTION PIPEAS REQUIRED TO BRING VALVE BOX18" STONE TRENCH 12" TO EDGEOF STONE TRENCH ORIFICE SHIELDS TO BE REQUIREDFOR ALL UP FACING HOLES (TYP.) SHEET NUMBER DATENO SURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO. REVISION CHECKED DATE OF ISSUANCEPRAIRIE PINES GOLF COURSEPETERSEN ONSITE 193805784Sun Prairie, Dane County, WI 53590 September 22, 2025 421 Wheeler Ave.Fredonia, WI 53021-0340www.petersenonsite.comCONSTRUCTION DETAILS MTA MTA PJH PJH C104 ALARM LIGHTPUSH TO SILENCE SHEET NUMBER DATENO SURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO. REVISION CHECKED DATE OF ISSUANCEPRAIRIE PINES GOLF COURSEPETERSEN ONSITE 193805784Sun Prairie, Dane County, WI 53590 September 22, 2025 421 Wheeler Ave.Fredonia, WI 53021-0340www.petersenonsite.comCONTROL PANEL DETAIL MTA MTA PJH PJH C105 CONTROL PANEL:- PETERSEN PANEL CONDUITS FOR BURIEDELECTRIC TO PUMPS / BLOWER ENCLOSURE SKIRT CONDUITS FOR BURIEDELECTRIC SUPPLY - TO BE EQUIPPED WITH REMOTE LOG IN CAPABILITIES- TO CONTROL FLOATS AND ALARMS IN ALL TANKS- TO BE LOCATED AT LOCATION SHOWN OR OWNERS PREFERRED ALTERNATE LOCATIONALARM 0 262.542.6285 Wauwatosa 920.751.3922 Neenah apps@eriwi.com www.engineeredrepinc.com Date:9/22/2025 LIGHT LEVELS SHOWN ARE STRICTLY FOR PURPOSES OF ESTIMATING BILL OF MATERIALS AND THE RESULTS ARE BASED ON PROJECT DETAILS GIVEN TO ENGINEERED REPRESENTATION INC. / WALLOCK DAVIES & COMPANY LLC. BEFORE OCCUPANCY OF SPACE, ALL PROJECT DETAILS AND LIGHT LEVELS SHOULD BE VERIFIED TO COMPLY WITH SAFETY AND MUNICIPAL CODES. Filename: 250805ML1AKCR1.AGI Scale: 1"=30' 30 15 Layout By: Andy MAINTAINED FOOTCANDLES SHOWN AT GRADE CURRENT EAP1 SERIES CONCRETE POLE BASE Project: PRAIRIE PINES GOLF CLUB - SUN PRAIRIE, WI POLE FINISHED GRADE 2.5' 20' 22.5' MH: 22.5 OA2 OA2 MH: 22.5 MH: 22.5 OA2 OA2 MH: 22.5 OA2 MH: 22.5 2.5 1.2 2.0 1.7 1.4 1.3 1.4 1.5 2.6 2.2 2.3 2.4 2.0 1.6 1.3 1.1 1.0 1.2 1.4 1.8 3.8 3.4 2.5 1.9 1.4 1.2 1.3 1.7 2.4 3.0 2.4 3.7 2.8 1.9 1.3 0.7 1.0 1.4 1.9 2.2 1.6 1.8 1.7 1.5 1.4 1.3 1.3 1.4 1.8 1.5 1.4 1.5 1.4 1.2 1.0 0.9 0.9 0.9 7.8 1.4 2.3 2.5 2.2 1.8 1.4 1.2 1.1 1.1 1.3 1.8 2.0 1.7 2.2 1.8 1.4 1.0 0.6 0.8 1.1 2.2 1.6 6.0 3.8 2.5 1.8 1.5 1.6 2.2 3.2 5.5 6.2 5.4 4.4 2.8 1.9 1.4 1.4 1.7 2.4 3.9 4.9 7.5 0.8 4.5 2.7 1.8 1.5 1.6 2.3 3.7 5.6 7.7 6.4 5.5 3.2 1.8 0.8 1.4 2.2 3.5 6.3 6.0 3.8 2.7 2.0 1.6 1.4 1.5 1.8 2.4 3.7 3.9 3.4 2.9 2.1 1.6 1.3 1.2 1.4 1.9 1.4 3.2 5.9 5.4 3.6 2.4 1.7 1.4 1.5 2.1 3.1 3.6 6.1 4.0 4.2 2.7 1.6 0.7 1.2 1.8 2.5 3.4 4.8 1.1 1.1 6.7 5.3 3.3 2.1 1.3 0.8 4.6 0.6 2.8 1.8 3.2 5.4 7.5 7.8 6.2 3.7 2.2 0.5 3.5 0.6 0.4 0.6 1.0 1.5 2.2 3.1 6.4 4.5 0.5 2.6 1.8 1.2 0.8 0.5 0.6 1.0 1.7 4.2 1.6 1.5 1.0 0.7 1.0 1.4 1.9 2.3 1.3 2.0 4.0 1.1 0.8 1.0 1.2 1.4 1.4 1.3 1.1 2.4 1.2 1.5 1.0 1.6 2.7 4.3 6.0 6.3 5.0 2.2 1.9 3.1 0.7 0.4 0.8 1.3 2.0 2.8 3.8 0.8 3.1 1.0 1.6 1.6 1.6 1.5 1.4 1.3 1.2 0.8 1.0 1.1 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.8 1.1 1.4 1.4 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.5 1.3 1.3 1.4 1.2 1.0 0.8 0.5 0.7 0.9 0.8 1.1 0.9 1.7 2.0 2.0 1.9 1.7 1.4 1.1 0.8 0.7 1.0 1.3 1.7 2.2 2.7 2.9 2.5 2.0 6.8 0.5 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 1.5 0.8 1.2 0.8 0.7 0.7 0.5 0.4 0.6 0.8 1.1 0.8 1.0 1.3 0.9 0.6 0.8 1.1 1.4 1.6 1.6 1.5 1.3 1.1 1.2 0.9 2.7 1.2 1.4 1.7 6.8 1.4 1.2 1.0 0.9 0.9 1.1 1.3 1.5 1.0 2.2 1.1 1.2 1.5 2.0 2.5 2.8 2.5 2.0 1.5 1.2 1.1 1.1 1.8 1.7 2.4 2.7 2.7 2.3 1.8 1.4 1.2 1.2 1.3 1.6 2.0 2.5 1.5 1.3 0.8 1.7 1.0 0.9 0.8 0.8 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.5 0.4 1.0 0.5 1.6 1.3 1.1 1.0 1.0 1.0 1.2 1.4 1.6 1.7 1.5 1.3 1.0 0.7 1.7 0.6 0.7 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 1.0 1.7 1.8 5.3 3.3 2.2 1.6 1.4 1.7 2.5 3.9 6.0 7.0 6.0 6.5 2.6 4.8 1.4 1.5 2.0 3.0 4.9 6.6 6.8 5.4 3.4 2.2 1.6 1.5 4.0 1.6 4.6 2.8 1.8 1.4 1.5 2.1 3.3 5.6 7.5 1.6 6.1 1.4 6.8 1.7 3.7 1.9 2.9 4.7 6.9 7.8 6.7 4.3 2.5 1.5 0.9 1.7 2.9 2.4 4.7 1.7 2.3 3.3 4.4 4.6 3.5 2.5 1.8 1.4 1.3 1.6 2.1 1.3 4.0 1.1 3.8 2.7 1.8 1.2 0.7 1.6 2.6 2.7 2.3 1.8 2.6 7.8 2.9 2.3 4.1 6.1 2.1 1.3 7.0 3.8 1.4 0.8 1.4 2.2 3.2 4.3 4.5 3.9 4.0 5.9 3.5 4.7 2.8 2.0 1.5 2.8 1.4 2.0 2.5 1.5 1.3 1.8 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Luminaire Schedule Symbol Label Qty Arrangement Manufacturer Description Luminaire Watts Luminaire Lumens LLF OA2 5 Back-Back CURRENT GLI EAP1150WLSCS + EAP1-ARM (4000K TYPE 5 150W) 150 22512 0.890 Calculation Summary Label Units Avg Max Min Avg/Min Max/Min CalcPts Fc 2.15 7.8 0.4 5.38 19.50 Property Lines Fc 0.10 0.3 0.0 N.A. N.A. WISCONSIN CONCEPT ONLY SUN PRAIRIE, PRAIRIE PINES GOLF CLUB WISCONSIN CONCEPT ONLY SUN PRAIRIE, PRAIRIE PINES GOLF CLUB TYPICAL EXISTING WALL DEMO WALLS WALL KEY NEW WALL/FURRING NEW MASONRY/ VENEER WALL NEW COOLER/ FREEZER WALLS NEW PRECAST WALL FIRE WALL OR FIRE BARRIER NEW IMP WALL NEW FOUNDATION WALL EXISTING MASONRY WALL DEMO MASONRY WALL 2 A3.0 __________________ ________________________________ ________________________________ ___________________ 1 A3.0 __________________ ________________________________ ________________________________ ___________________ 2 A3.1 __________________ ________________________________ ________________________________ ___________________ 1 A3.1 __________________ ________________________________ ________________________________ ___________________ 3 A3.1 __________________ ________________________________ ________________________________ ___________________ UNEXCAVATED 3'-6" 6'-0" 18'-1 3/8" 3'-4" 5'-0" 3'-4" 6 1/4" 2'-0" 9'-0" 2'-0" 26'-9 5/8" 2'-8" 3'-4" 21'-3 5/8" 11'-1 3/16" 6'-0" 10'-10 13/16" 21'-9 5/8" 39'-9 5/8" 27'-3 5/8" 28'-0" 116'-10 7/8" 52'-8 5/8" 6'-0" 26'-1" 84'-9 5/8" 22'-3 1/8" 12'-10 7/8" 6'-0" 18'-3" 6'-0" 20'-5" 3'-0" 9'-2" 6'-0" 12'-10 7/8" 116'-10 7/8" 2'-0" 11'-0" 33'-9 7/8" 2'-0" 23'-0" 2'-0" 33'-9 7/8" 6'-4" 51'-5 5/8" 9'-0" 14'-0" 2'-0" 66'-9 5/8" 2'-0" FIRE PROTECTION RESERVOIR PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: S1.0 04.28.2025 J.R.S. ------- ------- ------- ------- PROPOSED FOR: SUN PRAIRIE, PRAIRIE PINES GOLF CLUB B. FRIZZELL S. KLESSIG ------- 3039 HAPPY VALLEY ROAD, 53590 FOOTING SCHEDULE FTG. FOOTING SIZE FTG. REINFORCING HAIRPIN SIZE PIER SIZE PIER REINFORCING ANCHOR BOLTS REMARKS GENERAL NOTES 1. ALL SPECIFIED FOOTING REBAR IS IN ADDITION TO LONGITUDINAL REBAR IN ADJACENT CONTINUOUS WALL FOOTING. 2. #4 x 24" x 24" CORNER DOWELS AT 12" O.C. VERTICAL TO PASS THROUGH PIER CAGE. 3. FINAL WALLS, FOOTINGS, & REINFORCING SIZES PER FINAL ENGINEERING. NORTH 1/8" = 1'-0" FOUNDATION PLAN 3 06.18.2025 J.R.S. 4 06.26.2025 J.R.S. 5 07.08.2025 J.R.S. 6 08.05.2025 J.R.S. 7 08.11.2025 J.R.S. 8 08.20.2025 J.R.S. FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 8" ENERGY HEEL 114' - 2" 6:12 6:12 2 A3.1 __________________ ________________________________ ________________________________ ___________________ LOGO (BY OWNER) 1'-8" 4" 7'-4" 4" 1'-0" 7'-0" 2'-4" 4" LP SMART BOARD & BATTEN SIDING, WIDE SPACING (WHITE) WHITE OAK WOOD CORNER TRIM WHITE OAK WINDOW TRIM GUTTER & DOWNSPOUTS AS REQUIRED (BLACK) ASPHALT SHINGLES, TIMBERLINE HDZ (CHARCOAL) WHITE ALUM. FRAME WINDOWS LP SMART BAND 2x8 FASCIA BOARD H.B. EXTERIOR LIGHT FIXTURES (TYP.) BRG. HT. 11'-0" WHITE ALUM. FRAME DOOR FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 2 A3.0 __________________ ________________________________ ________________________________ ___________________ 8" ENERGY HEEL 114' - 2" 3'-0" 1'-2" 6'-0" 1'-2" 3'-0" 6:12 6:12 6:12 6:12 LP SMART BOARD & BATTEN SIDING, WIDE SPACING (WHITE) WHITE OAK WOOD CORNER TRIM WHITE OAK WINDOW TRIM LEDGE STONE (HALQUIST STONE, ASHEVILLE) GUTTER & DOWNSPOUTS AS REQUIRED (BLACK) ASPHALT SHINGLES, TIMBERLINE HDZ (CHARCOAL) 1 A3.0 __________________ ________________________________ ________________________________ ___________________ BUILDING HEIGHT 30'-9 7/8" 7'-0" 2'-4" 4" 3'-0" 4" 3'-8" 4" 9'-8" 1'-0" 4" 6'-8" 2'-4" 4" H.M. DOOR AND FRAME H.M. DOOR AND FRAME 7'-4" 7'-0" 4" 7'-0" 4" 1'-0" 1'-0" F.D. CONNECTION 1 A3.1 __________________ ________________________________ ________________________________ ___________________ 3 A3.1 __________________ ________________________________ ________________________________ ___________________ LP SMART BAND WHITE ALUM. FRAME DOORS & WINDOWS ROOF TOP AIR MAKE-UP UNIT (ON CURB) ROOF TOP EXHAUST UNIT (ON CURB) FIRE SPRINKLER FOOTING 87' - 11" GAS METER ELEC. METER H.B. 12x12 DOUGLAS FIR COLUMNS FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 2 A3.0 __________________ ________________________________ ________________________________ ___________________ 8" ENERGY HEEL 114' - 2" 4'-5" 27'-0" 4'-4 7/8" 4'-5" 27'-0" 4'-4 7/8" 27'-0" 4" 3'-8" 4" 3'-0" 7'-4" 6:12 6:12 6:12 6:12 6:12 6:12 1 A3.0 __________________ ________________________________ ________________________________ ___________________ 1'-0" 4" 7'-4" 4" 1'-8" LP SMART BOARD & BATTEN SIDING, WIDE SPACING (WHITE) WHITE OAK WOOD CORNER TRIM WHITE OAK WINDOW TRIM GUTTER & DOWNSPOUTS AS REQUIRED (BLACK) ASPHALT SHINGLES, TIMBERLINE HDZ (CHARCOAL) OIL RUBBED BRONZE WINDOW & DOOR FRAMES 1 A3.1 __________________ ________________________________ ________________________________ ___________________ 3 A3.1 __________________ ________________________________ ________________________________ ___________________ 11'-0" 8x8 CEDAR TRUSS LP SMART BAND 7 1/4" 7 1/4" 2x8 FASCIA BOARD BRG. HT. 10'-6" BRG. HT. 13'-6" BUILDING HEIGHT 30'-9 7/8" WHITE ALUM. FRAME DOORS & WINDOWS H.B. H.B. TV (BY OWNER) 12x12 DOUGLAS FIR COLUMNS WHITE ALUM. FRAME DOORS & WINDOWS PROVIDE POWER / CABLE / DATA FOR OUTDOOR TV BEHIND BAR @ EXTERIOR WALL BELOW CANOPY FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 8" ENERGY HEEL 114' - 2" 6:12 6:12 6:12 6:12 2 A3.1 __________________ ________________________________ ________________________________ ___________________ 3'-0" 4" 3'-8" 4" 1'-0" LP SMART BOARD & BATTEN SIDING, WIDE SPACING (WHITE) WHITE OAK WOOD CORNER TRIM WHITE OAK WINDOW TRIM GUTTER & DOWNSPOUTS AS REQUIRED (BLACK) ASPHALT SHINGLES, TIMBERLINE HDZ (CHARCOAL) WHITE ALUM. FRAME DOORS & WINDOWS LP SMART BAND 7 1/4" 7 1/4" 2x8 FASCIA BOARD BRG. HT. 11'-0" CANOPY OVER OUTDOOR BAR, ASPHALT SHINGLES, TIMBERLINE HDZ (CHARCOAL) (6) OUTDOOR A/C UNITS ON CONC. PADS 12x12 DOUGLAS FIR COLUMNS 12x12 DOUGLAS FIR COLUMNS 2:12 SLOPE ROOF TOP EXHAUST UNIT (ON CURB) OUTDOOR BAR (COORDINATE ELEC. & PLUMBING AS REQ'D) LEDGE STONE (HALQUIST STONE, ASHEVILLE) LEDGE STONE (HALQUIST STONE, ASHEVILLE) LEDGE STONE (HALQUIST STONE, ASHEVILLE) DOOR & WINDOW VALUES WINDOWS: U VALUE 0.365 SHGC 0.323 VT 0.60 DOORS: U VALUE 0.38 O.H. DOORS: U VALUE 0.11 DOORS: U VALUE 0.678 SHGC 0.235 VT 0.39 (>50% GLAZING) (SWINGING) (NON-SWINGING) NOTE: CONNECT DOWNSPOUTS TO UNDERGROUND DRAINAGE SYSTEM PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: A2.0 04.28.2025 J.R.S. ------- ------- ------- ------- PROPOSED FOR: SUN PRAIRIE, PRAIRIE PINES GOLF CLUB B. FRIZZELL S. KLESSIG ------- 3039 HAPPY VALLEY ROAD, 53590 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" WEST ELEVATION 3 06.18.2025 J.R.S. 4 06.26.2025 J.R.S. 5 07.08.2025 J.R.S. 6 08.05.2025 J.R.S. 7 08.11.2025 J.R.S. 8 08.20.2025 J.R.S. FINISH FLOOR 100' - 0" T.O. FOOTING 96' - 0" BEARING HEIGHT 10'-6" 6:12 6:12 CONFERENCE/ BRIDE RM. 105 SHARED OFFICE 103 OVERHANG 2'-0" 2'-0" BRG. HT. 10'-6" A.C.T. @ 8'-10" GUTTER w/ DOWNSPOUTS AS REQUIRED PROPER VENTING LP SMART BOARD & BATTEN SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) LP SMART BAND FLASHING OVER 2x FASCIA BOARD VENTED ALUM. SOFFIT BLOWN FIBERGLASS INSULATION (R-60) "ASPHALT" SHINGLES" ON 30# FELT ON 1/2" ROOF SHEATHING W/ "H" CLIPS LP SMART BOARD & BATTEN SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) FOOTING w/ REINFORCING AS REQUIRED 8" CONCRETE FOUNDATION WALL w/ REINFORCING AS REQUIRED POLY VAPOR BARRIER 5/8" GYP. BD. CEILING ACOUSTICAL CEILING TILE 5/8" GYP. BOARD ON 6 MIL POLY VAPOR BARRIER OVER 2x6 WOOD STUD WALL 16" O.C. w/ FIBERGLASS INSULATION (R-21) 4" CONC. FLOOR SLAB W/ 6x6 # 10/10 W.W.F. 2" RIGID INSULATION (R10) NOTE: FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0" 4" DRAIN TILE W/ FILTER SOCK TO DAYLIGHT 2x4 WOOD STUDS @ 16" O.C. W/ 5/8" GYP. BD. EACH SIDE WOOD TRUSSES BY TRUSS SUPPLIER RIDGE VENT FLASHING OVER 2x FASCIA BOARD VENTED ALUM. SOFFIT GUTTER w/ DOWNSPOUTS AS REQUIRED FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 8" ENERGY HEEL 114' - 2" PRO SHOP STORAGE 107 PASS. 110 MEN'S 111 WOMEN'S 112 MECH./JAN./ LAUNDRY 113 PUMP ROOM 115 6:12 6:12 ATTIC MECH. MEZZ. 114' - 4" ATTIC MECH. MEZZ. 200 8'-1 1/8" 12'-1" 13'-6" 2'-0" 13'-6" A.C.T. @ 8'-10" 1'-1" 11'-0" FIRE SPRINKLER FOOTING 87' - 11" 1'-1" 1'-0" 9'-0" 1'-0" WALL FORMS TO HAVE BREAK-AWAY TIES 4,000 PSI CONCRETE PROVIDE 1'-0" CLEAR FOR TURBULENCE #4 HORIZ. BARS @ 15" O.C. EA. FACE #4 VERT. BARS @ 15" O.C. EA. FACE #5 DOWELS @ 15" O.C. #5 BARS @ 12" O.C. EA. WAY TOP & BOTTOM 10" 16'-0" 10" 4'-0" WIDE PRECAST PLANKS 8" DEEP W/ 3" CONC. TOPPING #4 DOWELS @ 18" O.C. PROVIDE RELIEF VENT #4 HORIZ. BARS @ 15" O.C. EA. FACE (PROVIDE #4 DIA. CORNER TIES) #4 VERT. BARS @ 15" O.C. EA. FACE ZYPEX COATING ZYPEX COATING 3/16"x6"xCONT. CENTER BULB RIBBED PVC WATER STOP 3/16"x6"xCONT. CENTER BULB RIBBED PVC WATER STOP 2'-0" 2'-0" A.C.T. @ 11'-6" GUTTER w/ DOWNSPOUTS AS REQUIRED FLASHING OVER 2x FASCIA BOARD VENTED ALUM. SOFFIT PROPER VENTING BLOWN FIBERGLASS INSULATION (R-60) "ASPHALT" SHINGLES" ON 30# FELT ON 1/2" ROOF SHEATHING W/ "H" CLIPS LP SMART BOARD & BATTEN SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) FOOTING w/ REINFORCING AS REQUIRED 8" CONCRETE FOUNDATION WALL w/ REINFORCING AS REQUIRED WOOD TRUSSES BY TRUSS SUPPLIER POLY VAPOR BARRIER 5/8" GYP. BD. CEILING ACOUSTICAL CEILING TILE 5/8" GYP. BOARD ON 6 MIL POLY VAPOR BARRIER OVER 2x6 WOOD STUD WALL 16" O.C. w/ FIBERGLASS INSULATION (R-21) 4" CONC. FLOOR SLAB W/ 6x6 # 10/10 W.W.F. 2" RIGID INSULATION (R10) NOTE: FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0" THICKENED SLAB @ BRG. WALL, FINAL DESIGN PER STRUC. ENGINEER 2X4 LOAD BRG. WALL RIDGE VENT 4" DRAIN TILE W/ FILTER SOCK TO DAYLIGHT LP SMART BOARD & BATTEN SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) LP SMART BAND 5/8" GYP. BD. CEILING 2x4 WOOD STUDS @ 16" O.C. W/ 5/8" GYP. BD. EACH SIDE 5/8" GYP. BD. CEILING POLY VAPOR BARRIER 2'-0" A.C.T. @ 11'-6" INTERSTITIAL SPACE (TYP.) FIRE PROTECTION RESERVOIR WALK-IN COOLER 123 8'-0" BREAK FLOOR W/ PRESSURE TREATED WOOD 2x4 4" EXTERIOR POLYSTYRENE RIGID INSULATION PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: A3.0 04.28.2025 J.R.S. ------- ------- ------- ------- PROPOSED FOR: SUN PRAIRIE, PRAIRIE PINES GOLF CLUB B. FRIZZELL S. KLESSIG ------- 3039 HAPPY VALLEY ROAD, 53590 3 06.18.2025 J.R.S. 4 06.26.2025 J.R.S. 5 07.08.2025 J.R.S. 6 08.05.2025 J.R.S. 7 08.11.2025 J.R.S. 8 08.20.2025 J.R.S. 1/4" = 1'-0" A3.0 1 DESIGN SECTION THRU OFFICE 1/4" = 1'-0" A3.0 2 DESIGN SECTION THRU MEZZ. FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 8" ENERGY HEEL 114' - 2" CART SUPPLIES 116 WALK-IN COOLER 117 WALK-IN FREEZER 118 EVENT CENTER/ RESTAURANT 120 (98 SEATS) 6:12 6:12 OVERHANG 2'-0" 2'-0" 8'-0" 8'-0" GYP. BD. SOFFIT 3'-0" A.C.T. 20'-10 3/4" 9" GYP. BD. @ 12'-0" A.C.T. @ 12'-10" BRG. HT. 13'-6" BREAK FLOOR W/ PRESSURE TREATED WOOD 2x4 4" EXTERIOR POLYSTYRENE RIGID INSULATION LP SMART BOARD & BATTEN SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) LP SMART BAND FLASHING OVER 2x FASCIA BOARD VENTED ALUM. SOFFIT BLOWN FIBERGLASS INSULATION (R-60) "ASPHALT" SHINGLES" ON 30# FELT ON 1/2" ROOF SHEATHING W/ "H" CLIPS FOOTING w/ REINFORCING AS REQUIRED 8" CONCRETE FOUNDATION WALL w/ REINFORCING AS REQUIRED 4" DRAIN TILE W/ FILTER SOCK TO DAYLIGHT GUTTER w/ DOWNSPOUTS AS REQUIRED PROPER VENTING POLY VAPOR BARRIER 5/8" GYP. BD. CEILING ACOUSTICAL CEILING TILE 5/8" GYP. BOARD ON 6 MIL POLY VAPOR BARRIER OVER 2x6 WOOD STUD WALL 16" O.C. w/ FIBERGLASS INSULATION (R-21) 4" CONC. FLOOR SLAB W/ 6x6 # 10/10 W.W.F. 2" RIGID INSULATION (R10) NOTE: FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0" POLY VAPOR BARRIER 5/8" GYP. BD. CEILING WOOD TRUSSES BY TRUSS SUPPLIER RIDGE VENT WOOD TRUSSES BY TRUSS SUPPLIER BLOWN FIBERGLASS INSULATION (R-50) HVAC DUCT WORK GUTTER & DOWNSPOUTS TO BELOW GRADE DRAINAGE SYSTEM FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 8" ENERGY HEEL 114' - 2" ATTIC MECH. MEZZ. 114' - 4" 6:12 6:12 OVERHANG 2'-0" 1'-0" BRG. HT. 13'-6" GIRDER TRUSS SOFFIT @ 9'-0" 8" BEAMS @ 9'-6" THICKENED SLAB @ BRG. WALL, FINAL DESIGN PER STRUC. ENGINEER 4" DRAIN TILE W/ FILTER SOCK TO DAYLIGHT A.C.T. @ 11'-6" A.C.T. @ 11'-6" LP SMART BOARD & BATTEN SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) LP SMART BAND FLASHING OVER 2x FASCIA BOARD VENTED ALUM. SOFFIT BLOWN FIBERGLASS INSULATION (R-60) "ASPHALT" SHINGLES" ON 30# FELT ON 1/2" ROOF SHEATHING W/ "H" CLIPS FOOTING w/ REINFORCING AS REQUIRED 8" CONCRETE FOUNDATION WALL w/ REINFORCING AS REQUIRED GUTTER w/ DOWNSPOUTS AS REQUIRED PROPER VENTING 5/8" GYP. BOARD ON 6 MIL POLY VAPOR BARRIER OVER 2x6 WOOD STUD WALL 16" O.C. w/ FIBERGLASS INSULATION (R-21) GUTTER & DOWNSPOUTS TO BELOW GRADE DRAINAGE SYSTEM POLY VAPOR BARRIER 5/8" GYP. BD. CEILING ACOUSTICAL CEILING TILE 4" CONC. FLOOR SLAB W/ 6x6 # 10/10 W.W.F. 2" RIGID INSULATION (R10) WOOD TRUSSES BY TRUSS SUPPLIER WOOD TRUSSES BY TRUSS SUPPLIER A.C.T. 7'-0 5/8" SOFFIT 1'-8" A.C.T. 11'-8" SOFFIT 1'-8" A.C.T. 10'-0 1/4" SOFFIT 1'-6" 2x4 WOOD STUDS @ 16" O.C. W/ 5/8" GYP. BD. EACH SIDE RIDGE VENT KITCHEN 119 VERIFY F.D. LOCATIONS W/ KITCHEN SUPPLIER MAIN BAR 122 (24 SEATS) CART SUPPLIES 116 ARCHITECTURAL STANDING SEAM ROOF SYSTEM NOTE: FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0" 2 1/2:12 FINISH FLOOR 100' - 0" BRG. HT. 113' - 6" T.O. FOOTING 96' - 0" 8" ENERGY HEEL 114' - 2" 6:12 EVENT CENTER/ RESTAURANT 120 (98 SEATS) OVERHANG 2'-0" BRG. HT. 13'-6" GYP. BD. @ 12'-0" A.C.T. @ 12'-10" GYP. BD. SOFFIT 3'-0" 19'-7 15/16" GYP. BD. SOFFIT 6'-0" 19'-7 15/16" GYP. BD. SOFFIT 3'-0" LP SMART BOARD & BATON SIDING OVER INFILTRATION WRAP OVER 1 1/2" S.I.S. (R-6.6) LP SMART BAND FLASHING OVER 2x FASCIA BOARD VENTED ALUM. SOFFIT BLOWN FIBERGLASS INSULATION (R-60) "ASPHALT" SHINGLES" ON 30# FELT ON 1/2" ROOF SHEATHING W/ "H" CLIPS FOOTING w/ REINFORCING AS REQUIRED 8" CONCRETE FOUNDATION WALL w/ REINFORCING AS REQUIRED 4" DRAIN TILE W/ FILTER SOCK TO DAYLIGHT WOOD TRUSSES BY TRUSS SUPPLIER POLY VAPOR BARRIER 5/8" GYP. BD. CEILING ACOUSTICAL CEILING TILE 5/8" GYP. BOARD ON 6 MIL POLY VAPOR BARRIER OVER 2x6 WOOD STUD WALL 16" O.C. w/ FIBERGLASS INSULATION (R-21) 4" CONC. FLOOR SLAB W/ 6x6 # 10/10 W.W.F. 2" RIGID INSULATION (R10) NOTE: FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0" RIDGE VENT GIRDER TRUSS PARTITION PANEL W/ TRACK ABOVE PARTITION WALL SYSTEM 11'-6" 24" DEEP STEEL BEAM W/ 2x6 TOP PLATE DOOR & WINDOW TRANSOM (TYP.) PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: A3.1 04.28.2025 J.R.S. ------- ------- ------- ------- PROPOSED FOR: SUN PRAIRIE, PRAIRIE PINES GOLF CLUB B. FRIZZELL S. KLESSIG ------- 3039 HAPPY VALLEY ROAD, 53590 3 06.18.2025 J.R.S. 4 06.26.2025 J.R.S. 5 07.08.2025 J.R.S. 6 08.05.2025 J.R.S. 7 08.11.2025 J.R.S. 8 08.20.2025 J.R.S. 1/4" = 1'-0" A3.1 2 DESIGN SECTION THRU EVENT CENTER 1/4" = 1'-0" A3.1 1 DESIGN SECTION THRU BAR AREA 1/4" = 1'-0" A3.1 3 DESIGN SECTION THRU EVENT CENTER TYPICAL EXISTING WALL DEMO WALLS WALL KEY NEW WALL/FURRING NEW MASONRY/ VENEER WALL NEW COOLER/ FREEZER WALLS NEW PRECAST WALL FIRE WALL OR FIRE BARRIER NEW IMP WALL NEW FOUNDATION WALL EXISTING MASONRY WALL DEMO MASONRY WALL 2 A3.0 __________________ ________________________________ ________________________________ ___________________ 1 A3.0 __________________ ________________________________ ________________________________ ___________________ 2 A3.1 __________________ ________________________________ ________________________________ ___________________ 1 A3.1 __________________ ________________________________ ________________________________ ___________________ 3 A3.1 __________________ ________________________________ ________________________________ ___________________ SHARED OFFICE 103 CONFERENCE/ BRIDE RM. 105 MAIN OFFICE 102 CORRIDOR 104 CHEF'S OFFICE 109 TLT. 126 PRO SHOP OFFICE 108 PRO SHOP 106 PRO SHOP STORAGE 107 PASS. 110 FOYER 101 VEST. 100 MECH./JAN./ LAUNDRY 113 PUMP ROOM 115 DELIVERIES 114 WOMEN'S 112 MEN'S 111 CORRIDOR 125 KITCHEN 119 VERIFY F.D. LOCATIONS W/ KITCHEN SUPPLIER CART SUPPLIES 116 WALK-IN COOLER 117 WALK-IN FREEZER 118 EVENT CENTER/ RESTAURANT 120 (98 SEATS) CASUAL DINING 121 (56 SEATS) MAIN BAR 122 (24 SEATS) WALK-IN COOLER 123 LIQUOR STORAGE 124 A.C.T. 8' - 10" A.C.T. 8' - 10" A.C.T. 8' - 10" A.C.T. 8' - 10" A.C.T. 8' - 10" H.G.A.C.T. 8' - 10" A.C.T. 8' - 10" A.C.T. 11' - 6" A.C.T. 11' - 6" H.G.A.C.T. 8' - 10" H.G.A.C.T. 8' - 10" GYP. BD. 12' - 0" A.C.T. 9' - 0" V.C.G.B. 11' - 6" GYP. BD. 12' - 0" A.C.T. 12' - 10" A.C.T. 12' - 10" GYP. BD. 12' - 0" A.C.T. 12' - 10" A.C.T 11' - 6" GYP. BD. 9' - 0" A.C.T. 11' - 6" A.C.T. 11' - 6" A.C.T. 11' - 6" T&G CEDAR PLANKS @ UNDERSIDE OF CANOPY T&G CEDAR PLANKS @ UNDERSIDE OF CANOPY ATTIC ACCESS LADDER PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: A7.0 04.28.2025 J.R.S. ------- ------- ------- ------- PROPOSED FOR: SUN PRAIRIE, PRAIRIE PINES GOLF CLUB B. FRIZZELL S. KLESSIG ------- 3039 HAPPY VALLEY ROAD, 53590 NORTH GRID LAYOUT FOR ESTIMATE ONLY. ATTIC COMPARTMENTALIZATION REQUIRED FOR NO GREATER THAN 3,000 S.F. 1/8" = 1'-0" REFLECTED CEILING PLAN 3 06.18.2025 J.R.S. 4 06.26.2025 J.R.S. 5 07.08.2025 J.R.S. 6 08.05.2025 J.R.S. 7 08.11.2025 J.R.S. 8 08.20.2025 J.R.S. 600 W. Virginia Street, Suite 601 Milwaukee, Wisconsin 53204 (262) 875-5000 phone www.vierbicher.com vision to reality Reedsburg | Madison | Milwaukee | Prairie du Chien | Green Bay DEVELOPER AGREEMENT Prairie Pine Golf Club Town of Bristol, Dane County, Wisconsin THIS AGREEMENT made and entered into this 1st day o f October, 2025, by and between the Town of Bristol, a body corporate and politic (hereinafter described as the "Town"), and PAC Acquisitions LLC, a Wisconsin limited liability company (hereinafter referred to as "Developer"). WITNESSETH: The Developer is the owner of the land located in t he West ½ of the NE 1/4m the East ½ of the NW ¼; and the East 10 acres of the West ½ if the NW ¼ in Section 30, 79N RIIE, located within the Town of Bristol, Dane County, Wisconsin, on which the Developer is d eveloping a golf clubhouse, restaurant, and event space (the “Clubhouse Development”). On April 8, 2024, the Town Boad approved a General Development Plan (GPD) for the Clubhouse Development. The Developer is requesting review and received app roval of the Clubhouse Development Specific Implementation Plan (SIP) from the Town Board on Oc tober 14, 2025. The Town Board approval is conditioned upon complia nce by the Developer of the terms of this agreement. NOW, THEREFORE, it is understood and agreed as foll ows: SECTION I AUTHORIZATION FOR OCCUPANCY PERMIT The Town Building Inspector is authorized to issue an occupancy permit for those permanent improvements completed in accordance with all appli cable laws and permits prior to the completion of the landscaping and stormwater basin serving the Clubhouse Development. SECTION II COMPLETION OF REQUIRED IMPROVEMENTS A. Developer shall complete all landscaping improvemen ts in accordance with the landscape plans approved by the Town not later than 90-days a fter issuance of any occupancy permit for the Clubhouse Development. B. Developer shall complete the stormwater facilities serving the Clubhouse Development as outlined in the Town Site plan submittals no later than 90-days after issuance of any occupancy permit for the Clubhouse Development. The landscap ing improvements and stormwater facilities shall collectively be referred to as the “Improvements”. C. Stormwater Facility Maintenance. The Developer and its successors in interest shall maintain the stormwater facilities, at the expense of the Developer or successor. In the event the Developer October 1, 2025 Page 2 of 4 or successor fails to properly maintain the stormwa ter facilities, then the Town may enter the property and maintain the stormwater facilities, wi th the cost thereof to be charged against the Clubhouse Development property in accordance with s ection 66.0627 of the Wisconsin Statutes. D. Costs. The Developer agrees that the Town shall no t be responsible for any costs or charges related to the construction of the Improvements, an d that the Developer is responsible for all such costs, except as otherwise expressly provided for in the Agreement. SECTION III FINANCIAL GUARANTEES: A. The Developer shall deposit with the Town prior to issuance of the occupancy permit the sum equal to 120% of the cost, as estimated by the Town Engineer in their sole discretion, to complete the landscaping improvements and stormwate r facilities described in Section II above, in order to guarantee the satisfactory compl etion thereof. The amount of the bond may be reduced by the amount of the bond the Develo per provides to Dane County for stormwater and erosion control, provided (1) the Town is named an additional owner/payee on the bond, (2) the form of the bond and surety is ap proved by the Town, and (3) a second original of the bond is provided to the Town. SECTION IV DEFAULT AND REMEDIES UPON DEFAULT A. The following shall constitute a default by the Dev eloper under this Agreement: 1. Developer or its general contractor disregards or otherwise violates any applicable statute, ordinances, regulation, order, or instruction of the Town or any of its employees, agents or commissions with authority; 2. Failure of performance by Developer or Developer's contractor or subcontractors to complete any of the work within the time required under this Agreement, or the failure to promptly correct any defect in such improvements ar ising within 1 year after acceptance thereof by the Town; B. Upon the occurrence of default as defined herein, a nd without prejudice to any other right or remedy of the Town, including the right to damages, the Town shall give the Developer thirty (30) days writing notice and opportunity to cure. If the nature of the default is such that it cannot reasonably be cured within thirty (30) days, and pr ovided that the Developer has immediately commenced and diligently continues all reasonable e fforts to cure the default, the thirty (30) day cure period shall be extended for such time as is reasonably necessary to accomplish a cure, but in no event longer than sixty (60) days from the date of the notice. Notwithstanding the foregoing, the Town shall not be required to give n otice and an opportunity to cure if the Town Engineer determines that the continuation of the de fault creates a significant risk to public health or safety. If the default identified in a notice is not cured to the Town's sole satisfaction within the permitted time, or is not subject to an opportunity to cure, the Town may enter the Clubhouse Development and finish the work by whatev er method the Town may deem expedient. Developer shall pay the Town the entire cost of completion of the work to cover the entire cost of completion. Should the Developer hav e to pay such cost in full, the Town may charge the entire unpaid cost as a special charge a gainst the Clubhouse Development property in accordance with section 66.0627 of the Wisconsin Statutes. C. In addition to the foregoing remedies, if it is determined by the Town Board that the Developer is in default of this Agreement during installation of the improvements, the Town may issue a cease and desist order, stopping all activities until the issue(s), in the sole opinion of the Board, have been satisfactorily addressed. October 1, 2025 Page 3 of 4 SECTION V GENERAL CONDITIONS AND REGULATIONS A. SIP: All the provisions of the Clubhouse Development SIP are incorporated herein by reference, and all such provisions shall bind the parties here to and be a part of this Agreement as fully as if set forth at length herein. B. Compliance with Laws and Plans. This Agreement and all work and improvements requi red hereunder shall be performed and carried out in str ict accordance with and subject to the provisions of said SIP, applicable state and federa l laws and regulations and all approved plans. C. Site Plan Approval. All conditions and requirements imposed by the Tow n as part of the approval for the site plan of the Clubhouse Development shal l remain in effect. SECTION VI MISCELLANEOUS PROVISIONS A. Amendment. This Agreement may be amended by the Tow n and the Developer only by written agreement. B. Notices. Unless otherwise stated in this Agreement, the delivery of all notices and correspondence shall only be effective upon being d elivered personally, sent by prepaid United States Postal Service certified mail with return receipt requested, sent by facsimile with transmission confirmation, or sent by electronic ma il with return receipt requested, to all parties as follows: TO TOWN: TO DEVELOPER: Town Clerk Pete Simon 7747 County Road N PAC Acquisitions, LLC Sun Prairie, WI 53590 1010 N. Bird Street Sun Prairie, WI 53590 All notices shall be considered to have been delive red at the time such notices are personally delivered to each party, or three (3) days after th e date of postmark on any prepaid certified letter, facsimile transmission, or electronic mail. Parties to this Agreement shall give fifteen (15) days' notice of any change of mailing address, tele phone or facsimile number, or electronic mail address. Failure to provide said notice may constitute a default by the party. C. No Vested Rights. Except as provided by law, or as expressly provide d in this Agreement, no vested right in connection with this project shall inure to the Developer. The Town does not warranty by this Agreement that the Developer is en titled to any required approvals. D. Binding Effect. This Agreement shall run with the land and shall b e binding upon the Developer, its grantees, personal representatives, heirs, successors, and assigns. E. Severability. If any part, term, or provision of this Agreement is held to be illegal or otherwise unenforceable by a court of competent jurisdiction, such illegality or unenforceability shall not affect the validity of any other party, term or provision of this Agreement, and the rights of the parties will be construed as if the part, term, or provision was never part of the Agreement. F. Interpretation. This Agreement shall be construed without regard t o the identity of the party who drafted the various provisions. Moreover, each and every provision of this Agreement shall be construed as though all parties to this Agreement p articipated equally in its drafting. As a result October 1, 2025 Page 4 of 4 of the foregoing, any rule of construction that the document is to be construed against the drafting party shall not be applicable to this Agreement. G. Counterparts. This Agreement may be executed in multiple counterparts and upon execution and delivery by each of the parties hereto shall constitute on and the same enforceable agreement. H. Attorney Fees. If the Town is required to resort to litigation or arbitration to enforce the terms of this Agreement, and if the Town prevails in the litigation or arbitration, the Developer shall pay all Town costs, including reasonable attorney fees and expert witness fees. If the court or arbitrator awards relief to both parties, each will bear its own costs in their entirety. I. Third Party Beneficiaries. This Agreement governs the rights and obligations of the Town and the Developer with respect to the subject matter hereof. Nothing in this Agreement is intended, nor shall be construed, to create any right in any person or entity that is not a party to this Agreement. J. Authority Of Signatories. The Developer warrants and represents that the individual signing this Agreement on behalf of Developer is duly authorized, in the capacity indicated in the signature blocks forming a part of this Agreement, to sign this Agreement on behalf of Developer and such signature are sufficient to bind Developer hereto. The individual so signing makes the same warranties and representations in his or her individual capacity. TOWN OF BRISTOL PAC ACQUISITIONS, LLC ________________________________________ ______________________________________ Brian Willison, Chairman Pete Simon ______________________________________ Kimberly Grob, Clerk M:\PAC Acquisitions\230117 Prairie Pines Golf Club - Keller\Zoning\SIP\InProgress\2025-09-30_Developer Agreement - Prairie Pines Golf Club.docx