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Home My WebLink AboutMaster Site Set 042325N PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLANCOVER PAGEBOZEMAN, MONTANABRIDGER POINTMASTER SITE PLAN BRIDGER POINT GARDNER SIMMENTAL PLAZA S35, T01S, R05E, LOT 1A, ACRES 5.485 AMENDED PLAT J-5-F ADDRESS: 4500 E VALLEY CENTER DRIVE E V A L L E Y C E N T E R R D VICINITY MAP, NOT TO SCALE 3/5/25 JLS A TRACT OF LAND DESCRIBED IN QUITCLAIM DEED RECORDED AS DOCUMENT #2821959 BEING; A PORTION OF LOTS 1, 2, & 3, OF TRACT 1 OF GARDNER SIMMENTAL PLAZA SUBDIVISION PLAT J-5, AND THOSE PORTIONS OF THE ABANDONED AND VACATED STREET RIGHT OF WAYS PER RESOLUTION 5564 RECORDED AS DOCUMENT #2819075 LOCATED IN THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 1 SOUTH, RANGE 5 EAST, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN 2" ALPINE ALUMINUM CAP, FROM WHICH THE SOUTHWEST CORNER OF SAID LOT 3, TRACT 1, A 1" O.D. PIPE BEARS S 89°25'56" W A DISTANCE OF 24.02'; THENCE ALONG A NON-TANGENTIAL CURVE CONCAVE TO THE EAST 478.71', HAVING A RADIUS OF 3169.04', A CHORD BEARING OF N 11°06'29" E AND A CHORD LENGTH OF 478.25' TO AN ALPINE ALUMINUM CAP; THENCE ALONG A SPIRAL CHORD, N 15°53'35" E AND A DISTANCE OF 74.19' TO A ALPINE ALUMINUM CAP; THENCE N 78°30'11" E A DISTANCE OF 76.66' TO A ALPINE ALUMINUM CAP; THENCE S 52°43'01" E A DISTANCE OF 233.99' TO ALPINE ALUMINUM CAP; THENCE ALONG A NON-TANGENTIAL CURVE CONCAVE TO THE SOUTHWEST 511.35', HAVING A RADIUS OF 879.93', A CHORD BEARING OF S 36°04'09" E AND A CHORD LENGTH OF 504.18' TO AN ALPINE ALUMINUM CAP; THENCE S 89°25'56" W A DISTANCE OF 670.63' TO THE POINT OF BEGINNING, CONTAINING 5.485 ACRES MORE OR LESS. SHEET INDEX S0.0 - COVER PAGE S1.0 - EXISTING CONDITIONS S1.1 - MASTER SITE PLAN S1.2 - S1.4 - SITE GENERAL DETAILS U1.1 - GENERAL UTILITY PLAN U1.2 - UTILITY DETAILS L1 of 9 TO L9 of 9 - PH 2 HOTEL LANDSCAPE AND IRRIGATION PLAN L1 - L9 - PH 1 CFA LANDSCAPE AND IRRIGATION PLAN SW1.0 - STORMWATER OVERVIEW P0.0 - PHASING AND CONSTRUCTION PLAN D0.0 - DEMOLITION PLAN SHEET 1 OF 1 - AMENDED PLAT NO. J-5-F SHEET 1 OF 1 - CONDO EXHIBIT PARKING PARKING REQUIRED: RESTAURANT SERVICE AREA: 1/50SF – 68 SPACES RESTAURANT PATIO AREA: 1/100 SF – 8 SPACES BUSINESS HOTEL: 1.1/GUEST ROOM – 208 SPACES BUSINESS HOTEL EMPLOYEES: 1/EMPLOYEE MAX SHIFT – 10 SPACES BUSINESS HOTEL PUBLIC RESTAURANT, BAR, DINING ARES: 1/60 SF – 0 SPACES BUSINESS HOTEL COMMERCIAL SALES AREA: 1/400 SF – 0 SPACES BUSINESS HOTEL PUBLIC ASSEMBLY AREA: 1 SPACE FOR EACH 5 SEATS BASED UPON DESIGN CAPACITY, EXCEPT THAT TOTAL OFF-STREET PARKING FOR PUBLIC ASSEMBLY MAY BE REDUCED BY 1 SPACE FOR EVERY 4 GUEST ROOMS – 0 SPACES PARKING REQUIRED: 269 SPACES (BEFORE REDUCTIONS) ALLOWABLE PARKING REDUCTIONS: TRANSIT AVAILABILITY: 10% REDUCTION – 28 SPACES 2 COVERED BICYCLE PARKING SPACES EQUAL 1 PARKING SPACE REDUCTION: 4 COVERED BICYCLE PARKING SPACES PROVIDED IN BUSINESS HOTEL – 2 SPACES TOTAL PARKING REQUIRED WITH REDUCTIONS: 239 SPACES PARKING PROVIDED: 246 SPACES STANDARD – 216 SPACES (INCLUDING 9 REQUIRED HC SPACES) COMPACT – 30 SPACES (12.6%) BICYCLE PARKING REQUIRED: (10% PARKING) – 24 SPACES BICYCLE PARKING PROVIDED: 29 SPACES 8 – OUTDOOR SPACES - RESTAURANT 17 - OUTDOOR SPACES – BUSINESS HOTEL 4 – COVERED SPACES – BUSINESS HOTEL FOR REVIEW LEGEND SUBJECT PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY SETBACK EASEMENT WATER MAIN W F WATER VALVE WATER CURB STOP WATER BLOW-OFF FIRE HYDRANT FIRE SERVICE LINE 8''W WATER SERVICE LINEW F 8''W 8''SS 4''SS SANITARY SEWER MAIN8''SS 4''SS ST SANITARY SEWER SERVICE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM SEWER MAIN STORM MANHOLE ST GAS UGE CURB INLET STORM CATCH BASIN GAS LINEGAS ELEC COMM UNDERGROUND ELECTRIC LINE COMM UNDERGROUND COMMUNICATIONS LINE ELECTRIC TRANSFORMER / JUNCTION CAN TELEPHONE BOX CATCH CURB AND GUTTER STORM POND / SWALE CONTOUR LINE SPOT ELEVATION EXISTING PROPOSED DESCRIPTION OSWOSW W VW V WBOWBO DYH HY DSSSS COCO ST TT [00.00](00.00) 44004400 FINISH FLOOR ELEVATION"FFE" TOP OF WALL"TOW" TOP BACK OF CURB"TBC" FLOW LINE"FL" EDGE OF ASPHALT"EA" SIDEWALK"SW" HIGH-POINT"HP" LOW POINT"LP" TRAFFIC DIRECTION ARROW (NOT A PAVEMENT MARKING) SNOW STORAGE AREA SPILL CURB DROP CURB AND GUTTER ADA CERTIFICATION THE OWNERS OF THIS PROJECT ACKNOWLEDGE OF STATE AND LOCAL ACCESSIBILITY REQUIREMENTS. CLIENT 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 TEL: (406) 624 3630 CONTACT: CRAIG RICKERT SEE PH 1 SITE PLAN APPLICATION COVER FOR PH 1/CFA OWNERSHIP GEOTECHNICAL TERRACON CONSULTANTS, INC 2110 OVERLAND AVENUE BILLINGS, MT 59102 406 656 3072, JAMES PIERCE, PE RAWHIDE ENGINEERING, INC 6871 KING AVENUE WEST SUITE G1K BILLINGS, MT 406 969 5305, JASON FRANK ARCHITECT PH 1: SEE PH 1 CFA SITE PLAN APPLICATION COVER LETTER PH 2: DRURY DEVELOPMENT, TBD ENGINEER/SURVEY ALPINE SURVEYING AND ENGINEERING, INC 714 STONERIDGE DR SUITE 3 BOZEMAN, MT 59718 406 586 5599, JULIENE SINCLAIR, PE OVERALL PROJECT SITE DATA LEGAL DESCRIPTION: LOT 1A, TRACT 1, GARDNER SIMMENTAL PLAZA SUBDIVISION PLAT J-5-F OVERALL LAND AREA: 5.485 ACERS/238,926 SF CONDOMINIUM AREAS UNIT 1 LAND AREA: 2.642 ACERS/115,085 SF UNIT 2 LAND AREA: 1.759 ACERS/76,622 SF COMMON LAND AREA: 1.084 ACERS/47,219 SF PHASE AREAS PHASE 1 LAND AREA: 2.84 ACERS/123,838 SF PHASE 2 LAND AREA: 2.64 ACERS/115,094 SF ZONING: B-2 - COMMUNITY BUSINESS USES:PHASE 1 - RESTAURANT W/ DRIVE-THRU PHASE 2 - BUSINESS HOTEL BUILDING AREAS: RESTAURANT: BUILDING FOOTPRINT - 6,320 SF BUILDING HEIGHT - 25 FT FLOOR SERVICE AREA - 2,662 SF PATIO AREA - 1,500 SF BUSINESS HOTEL: BUILDING FOOTPRINT - 22,000 SF BUILDING HEIGHT - 60 FT MAXIMUM HEIGHT MAY BE INCREASED BY UP TO A MAXIMUM OF 50 PERCENT WHEN THE ZONING DISTRICT IS IMPLEMENTING A REGIONAL COMMERCIAL AND SERVICES GROWTH POLICY LAND USE DESIGNATION. ROOMS - 180 MAXIMUM EMPLOYEES PER SHIFT - 10 PUBLIC RESTAURANT, BAR, DINING AREA - 0 SF COMMERCIAL SALES AREA - 0 SF PUBLIC ASSEMBLY AREAS - 0 SF PARKING: PARKING REQUIRED: RESTAURANT SERVICE AREA: 1/50SF - 68 SPACES RESTAURANT PATIO AREA: 1/100 SF - 8 SPACES BUSINESS HOTEL: 1.1/GUEST ROOM - 208 SPACES BUSINESS HOTEL EMPLOYEES: 1/EMPLOYEE MAX SHIFT - 10 SPACES BUSINESS HOTEL PUBLIC RESTAURANT, BAR, DINING ARES: 1/60 SF - 0 SPACES BUSINESS HOTEL COMMERCIAL SALES AREA: 1/400 SF - 0 SPACES BUSINESS HOTEL PUBLIC ASSEMBLY AREA: 1 SPACE FOR EACH 5 SEATS BASED UPON DESIGN CAPACITY, EXCEPT THAT TOTAL OFF-STREET PARKING FOR PUBLIC ASSEMBLY MAY BE REDUCED BY 1 SPACE FOR EVERY 4 GUEST ROOMS - 0 SPACES PARKING REQUIRED: 269 SPACES (BEFORE REDUCTIONS) ALLOWABLE PARKING REDUCTIONS: TRANSIT AVAILABILITY: 10% REDUCTION - 28 SPACES 2 COVERED BICYCLE PARKING SPACES EQUAL 1 PARKING SPACE REDUCTION: 4 COVERED BICYCLE PARKING SPACES PROVIDED IN BUSINESS HOTEL - 2 SPACES TOTAL PARKING REQUIRED WITH REDUCTIONS: 246 SPACES PARKING PROVIDED: 246 SPACES STANDARD - 216 SPACES (INCLUDING 9 REQUIRED HC SPACES) COMPACT - 30 SPACES (12.2%) BICYCLE PARKING REQUIRED: (10% PARKING) - 24 SPACES BICYCLE PARKING PROVIDED: 29 SPACES 8 - OUTDOOR SPACES - RESTAURANT 17 - OUTDOOR SPACES - BUSINESS HOTEL 4 - COVERED SPACES - BUSINESS HOTEL LANDSCAPING/OPEN SPACE: LANDSCAPING REQUIRED: 2% OF SITE AREA 238,994SF X 2% = 4,779 SF REQUIRED LANDSCAPING PROVIDED: PHASE 1 - 36,870 SF PHASE 2 - 28,214 SF TOTAL - 64,984 SF - 22.2% <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><> <> <> <> <> <> <> <> <> <> <> <> <> <> <> < > <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> 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SW RWWWWWWWWWWCOMMCOMMCOMMWWWWWWWWWWWWWWWWWWWWWWWWWGAS GAS GAS GAS GAS GAS GAS COMM COMM COMM COMMCOMMCOMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOM M COMMCOMMCOMMCOMMCOMMCOMMCOMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COM M UGP UGP UGP UGP UGP 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MP 3 R I GHT -OF -WAYCL I -90 RIGHT-OF-WA20.00' 15.00'SIMMENTALWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW24" CMP IE IN 4672.18' 24" CMP IE IN 4671.37' 24" CMP IE IN 4667.09' 24" CMP IE IN 4667.98' 24" CMP IE IN 4667.73' 30' WIDE WATERLINE EASEMENT PER DOC #2827986 10' WIDE TELECOM EASEMENT PER FILM 144, PAGE 1034 30' WIDE SEWER PIPELINE EASEMENT PER FILM 130, PAGE 3440 CENTERED ON AS-BUILT SEWER LINE EXISTING RW/ACCESS CONTROL 0 30'60' SCALE 1" = 30' N JLS 12/03/24 PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLAN APPLICATIONEXISTING CONDITIONSBOZEMAN, MONTANAEXT'G 24" CULVERT TO REMAIN EXT'G 24" CULVER TO REMAIN EXT'G 24" CULVERT TO REMAIN EXT'G BUILDING (VERTICAL ALREADY REMOVED) NOTE: THE SITE HAS BEEN DEMOLISHED EXCEPT THE ASPHALT WILL REMAIN. EXISTING FENCE EXT'G WELL TO REMAIN EXT'G UG COMMUNICATION EXT'G 8" WATER MAIN EXT'G 12" WATER MAIN EXT'G UTILITIES (TYP) PROPERTY LINE ALL EXT'G SIGNS WITHIN SITE TO BE REMOVED EXT'G UTILITY BOX TO BE MOVED IN COORDINATION WITH UTILITY COMPANY EXT'G GAZEBOS (VERTICAL ALREADY REMOVED) FOR REVIEW BRIDGER POINT PROP O S E D DRUR Y H O T E L 20 25 14 18 18 17 5 4 9 5 14 15 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c STORAG E RE: KITCH E N FOR SH E L V I N G IN THIS A R E A STM STM STM STM STM S T M S T M S TM STM S T M S T M S T M STM STM S T M S T M S TM STM STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM STM STM STM STM STM STM S T M S T M S TM STM S T M S T M S T M STM STM S T M S T M S TM STM STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM STM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGP UGP UGP UGP UGP UGPU G P UG P UG P UG P U G P UG P U G P U G P UG P U G P U G P U G P UG P UG P U GP UGP UG P UGP UGP UGP UG P UGPUG P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSWRSWRSWR SWRSW R SW R SW R SW R SWR SW R SW R SW R SW R SWR SW R SW R SW R SW R SWR SWR SW R SW R SW R SW R SWRSW R SW R SW R SW R S WR SW R SW R SW R SW R S W R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW RWWWWWWWWWWWWWWWWWWWWWWWWWGAS GAS GAS GAS GAS GAS GAS UGP UGP UGP UGP UGP UGPUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIB UG-FIB UG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP4 10 11 4 7 6 3 8 10 14 30' TRAIL EASEMENT10' WIDE SHARED USE TRAIL13.09' 28.66' 105.00' 151.72' 60.00' 5 17.16' STM STM STM STM STM S T M S T M S TM STM S T M S T M S T M STM STM S T M S T M S TM STM STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM STM <><><><><><><> < > < > < > < > < > < > < > < > < > < > < > < > <> < > < ><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>SEE UTILITY PLANS SEE UTILITY PLAN SHEET FOR MORE INFORMATION CURB AND GUTTER AROUND FULL PHASE 1 PARKING LOT AND N-S ACCESS ROAD. PORTIONS OF CURB WILL BE REMOVED DURING PHASE 2 IMPROVEMENTS. EXISTING CULVERT TO REMAIN EXISTING FENCE TO BE REMOVED ALONG ENTIRE N 19TH FRONTAGE N 19TH ROW AND PROPERTY LINE UTILITIES TO BE ABANDONED/RELOCATED IN COORDINATION WITH UTULITY COMPANY(TYP) STORMWATER DISCHARGE, DETAILED REPORTS AND PLANS SUBMITTED WITH THE INDIVIDUAL SITE PLAN APPLICATIONS EXT'G 24" CULVERT IRRIGATION WELL EXISTING GRADE FIRE HYDRANT (RELOCATED TRUCK MOVEMENTS SEE UTILITY PLANS MDT IMPROVEMENTS BY OTHERS N 19TH AVE ℄ EXT'G 24" CULVERT, SEE STORMWATER PLANS FOR MORE INFORMATION STUB SERVICE PH 1 LIGHTING PLAN INCLUDED IN THE PH 1 SITE PLAN PROPERTY LINE PROPOSED 5' SIDEWALK PART OF MDT IMPROVEMENTS APPROXIMATE LIGHTING LOCATIONS IN PH 2 SHOWN HERE ON MASTER SITE PLAN. A MORE DETAILED PH 2 LIGHTING PLAN WILL BE SUBMITTED WITH PH 2 SITE PLAN. ATTEMP ATTEMP ATTEMP ATTEMP U G S T O R M W A T E R FA C I L I T Y S E R V I N G P H A S E 2 UG S T ORMW A T E R F A C I L I T Y S E R V IN G PH A S E 1 ( D E T A I L ED P L AN S A N D R E PO R T S S U BM I T T E D W I T H PH 1 S I T E P L AN )N 19TH AVEH W Y 9 0 O N R A M P H W Y 9 0 PHASE 1/CFA SEE PH 1 SITE PLAN PLANS FOR MORE DETAILED INFORMATION PHA S E L I N E PHASE LINE PHASE LINEPHASE LINE30' SANITARY SEWER EASEMENT 24.00' 49.90' 42.95' 30.00' 30' 30' WIDE UTILITY EASEMENT 10' WIDE TELECOM EASEMENT 5' SIDE SETBACK 10' FRONT SETBACK 10' FRONT SETBACK SITE ACCESS AND INTERSECTION IMPROVEMENTS TO BE COORDINATED WITH MDT 22.73' 26.37' TBC (TYP) EDGE OF CURB (TYP) 16.59' STAMPED CONCRETE PED X-ING E VA L L E Y C E N T E R R D SHARED ACCESS DRIVEJ2''WJ J UGEUGEUGEUGEUGEUGECOMMCOMMCOMMCOMMCOMMCOMMOSWW VWWWWWWWWWWWWWSSSSCOMMUGESSSSCOCOSSCOCOWW WWWUGEUGEUGEUGECOMMCOMMCOMMCOMMGASGASGASUGE UGE UGE UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM COMM COMM COMM CANOPY CANOPY UTILITY LINES IN 10' EASEMENT (TYP). SEE UTILITY PLAN 0 30'60' SCALE 1" = 30' N JLS 12/03/24 PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLANPROPOSED MASTER SITE PLANBOZEMAN, MONTANABRIDGER POINTFOR REVIEW PER BOZEMAN MUNICIPAL CODE REQUIREMENT 38.520.050.C AND D, AN ACCESS EASEMENT TO ADJACENT PROPERTY TO THE SOUTH IS PROVIDED SUBJECT TO THE PROVISIONS AND REQUIREMENTS OF THE RECORDED QUIT CLAIM DEED ON LOT 1A, TRACT 1, GARDNER SIMMENTAL PLAZA SUBDIVISION PLAT J-5-F AND THE BOZEMAN REST AREA CONVEYANCE STATEMENT OF UNDERSTANDING DELIVERED WITH THIS DEED. 1 1 PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLANGENERAL SITE DETAILSBOZEMAN, MONTANABRIDGER POINT3/5/25 JLS . 1 S1.3 - SEE DETAIL SPECS BELOW FOR REVIEW COB DTL ASPHALT TRAIL NO. 02529-122 S1.3 NOT TO SCALE PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLANGENERAL SITE LIGHTING DETAILSBOZEMAN, MONTANABRIDGER POINT3/5/25 JLS FOR REVIEW PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLAN APPLICATIONGENERAL SITE LIGHTING DETAILSBOZEMAN, MONTANA3/5/25 JLS FOR REVIEW BRIDGER POINT J2''W2''WJ J UGEUGEUGEUGEUGEUGEUGEUGEUGECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMOSWW VWWWWWWWWWWWWWWWWWWWWSSSSSSCOMMCOMMUGEUGESSSSSSCOCOSSSSCOCOWWW WWWWWUGEUGEUGEUGEUGEUGECOMMCOMMCOMMCOMMCOMMCOMMGASGASGASGASGASUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COM M COMM PROP O S E D H O T E L 29' 14 18 18 17 5 9 5 14 15 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c STORA G E RE: KIT C H E N FOR S H E L V I N G IN TH I S A R E A STM STM STM STM STM STM STM STM S T M S T M S T M STM STM S T M S T M S TM STM S T M S T M S TM STM STM S T M S T M S TM STM S T M S T M STMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTM STMSTM STM STMSTM STM STM STM STM STM STM STM S T M S T M S T M STM STM S T M S T M S TM STM S T M S T M S TM STM STM S T M S T M S TM STM S T M S T M STMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTM STMSTM STM STMGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGPU G P U G P U G P U G P UG P UG P UG P U G P UG P U G P UG P U G P U G P U G P U G P U G P UGPU G P UG P U G P UG P U G P U G P U G P U G P U G P UGP UG P U GP UGP UGP UG P UGPUGPUGP UGP UGPUG P UG P UGP UGPUG P UGPUGPUG P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSWRSWR SWRSWR SWRSWRSW R SW R S W R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SWRGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPHASE 2 APPROX. UTILITY LOCATIONS ARE SHOWN BUT WILL BE PROVIDED IN MORE DETAIL WITH PH2 SITE PLAN APPLICATION STM STM STM STM STM STM STM STM S T M S T M S T M STM STM S T M S T M S TM STM S T M S T M S TM STM STM S T M S T M S TM STM S T M S T M STMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTM STMSTM STM STMSTM STM STM STM STM STM STM STM S T M S T M S T M STM STM S T M S T M S TM STM S T M S T M S TM STM STM S T M S T M S TM STM S T M S T M STMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTM STMSTM STM STM10' WIDE TELECOM EASEMENT 30' WIDE UTILITY EASEMENT 30' SANITARY SEWER EASEMENT HWY 9 0 ONR AM P INSTALL 6" SANITARY SEWER SERVICE TO BUILDING AS SHOWN. PROVIDE 5' MIN. COVER AND INSTALL CLEANOUTS AS SHOWN (TYP.) EXISTING GAS MAIN PROPOSED 6" FIRE LINE. PLANS TO BE SUBMITTED WITH INFRASTRUCTURE REVIEW PROPOSED JUNCTION CAN EXISTING TRANSFORMER & CONDUIT (TYP.). CONTRACTOR TO COORDINATE SIZE & INSTALLATION OF TRANSFORMER & CONDUIT WITH NWE. PROPOSED UTILITY METER LOCATION.INSTALL GREASE INTERCEPTOR SYSTEM INSTALL CLEAN OUT PER COB DETAIL NO 02730-4 (TYP.) PROPOSED 3-PHASE JUNCTION CAN & SERVICE STUB FOR FUTURE DEVELOPMENT. CONTRACTOR TO COORDINATE WITH NWE. EXISITNG 1-PHASE UTILITY CONDUIT TO BE RE-THREAD BY 2-PHASE JUNCTION CAN INSTALL 6"x24" INSERTA-TEE OR APPROVED EQUAL INSTALL 2" WATER SERVICE TAPPING SLEEVE ON 8" DIP WATER MAIN. INSTALL CURB STOP 11' OFF OF MAIN. INSTALL 6" FIRE SERVICE TAPPING SLEEVE ON 8" DIP WATER MAIN. INSTALL WATER GATE VALVE 11' OFF OF MAIN. HOT TAP EXISTING 12", INSTALL 12"X6" TEE AND HYDRANT ASSEMBLY. SEE PH 1 UTILITY PLAN. PROPOSED 3/4" WATER SERVICE TO HOSE BIB FROM BLDG. PROPOSED 2" DOMESTIC LINE. PLANS TO BE SUBMITTED WITH INFRASTRUCTURE REVIEW PHASE 2: SEWER SERVICE CONNECTS FROM HOTEL TO SEWER MAIN PHASE 2: PH 2 HYDRANT LOCATION VERIFIED WITH FIRE DPT. PHASE 2: FIRE LINE AND WATER SERVICE TO BLDG PHASE LINE CONNECT TO GAS SERVICE 10-FT WIDE UTILITY EASEMENT EXTEND PWR AND COMM. TO BLDG JUNCTION CAN CANOPY 10' UTILITY EASEMENT 0 30'60' SCALE 1" = 30' N FOR REVIEW PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLAN APPLICATIONUTILITY PLAN OVERVIEWBOZEMAN, MONTANA3/5/25 JLSBRIDGER POINTNOTES: 1)FIRE LINE WILL BE SUBMITTED AND APPROVED BY COB ENGINEERING PRIOR TO CONSTRUCTION (AFTER SITE PLAN APPROVAL) STREET SURFACE 5 1/2' BOULEVARD (TYP.) 5' SIDEWALK (TYP.) PROPERTY LINE OR EASEMENT LINE STEEL POST MARKER PAINTED BLUE GROUND SURFACE CURB BOX PROVIDE 5' STATIONARY ROD IN ALL CURB BOXES CURB STOP BASE MATERIAL CORPORATION STOP TRENCH BOTTOM 3/4" DIA. MIN. SERVICE PIPE 11.5' (TYP.) 1' 4' 1' 2.5' 8' 6" MIN. 6 1/2' MIN. COVER (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATION) WATER MAIN SELECT MATERIAL BACKFILL AREA (SEE SPECIFICATIONS) DETAIL OF A PROPERLY INSTALLED CORPORATION STOP. TAP MAIN AT SPRINGLINE SEE DETAIL BELOW NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES GENERAL NOTES: 1.WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM THE CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3.BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. 4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. WATER SERVICE LINE SCALE: NTS SOURCE: COB. STD. DWG. NO: 02660-6 1 2 3 4 4 TAP BY CONTRACTOR STANDARD FIRE SERVICE LINE INSTALLATION3SCALE: NTS SOURCE:COB. STD. DWG. NO: 02660-2 SANITARY SEWER SERVICE LINE1SCALE: NTS SOURCE: COB. STD. DWG. NO: 02660-1 SANITARY SEWER CLEANOUT2SCALE: NTS SOURCE: COB. STD. DWG. NO:02730-4 TYPICAL PULL BOX/SPLICE BOX MIN. DIMENSIONS STANDARD DETAILS SCALE: NTS SOURCE: COB. STD. DWG. FIGURE 2 TYPICAL IN-GRADE COMPOSITE PULL BOX/SPLICE BOX DETAIL6SCALE: NTS SOURCE: COB. STD. DWG. FIGURE 3 CL GRADE6" (MIN.)7'-0" (MIN.)1'-4" LAP LENGTH A A 21 2" (TYP.) SECTION A-A 3"1"3"1"NOTES: 1. DESIGN BASED ON 29.5' LIGHT POLE W/ CONC. FOUNDATION PLACED IN CL SOILS (USCS CLASSIFICATION). 2.WELDING OF STEEL REINF. NOT PERMITTED. #4 TIES @ 3" O.C. (TOP 3), #4 TIES @ 12" O.C. THEREAFTER FOR REMAINING HEIGHT (8) #6 LONG. REINF. BARS (EQ. SPACED ABOUT PERIMETER) ANCHOR BOLTS BY OTHERS (REF. BOLT CIRCLE PER MANUF.) 24"Ø CONC. PIER 24"Ø CONC. PIER (f'c = 4,500 psi MIN., F2 EXP. CAT.) FINAL #4 STIRRUP PLACEMENT, AS SHOWN (8) #6 LONG. REINF. BARS (Gr. 60) (EQ. SPACED ABOUT PERIMETER) ANCHOR BOLTS BY OTHERS (3" MIN. PROJ. ABOVE CONC. PIER, REF. BOLT CIRCLE PER MANUF.) #4 TIES @ 3" O.C. (TOP 3), #4 TIES @ 12" O.C. THEREAFTER FOR REMAINING HEIGHT 5000 psi (MIN.) NON-SHRINK GROUT LEVELING BED, TEMPORARILY SHIM LIGHTPOLE BY OTHERS 3/4" CHAMFER ABOUT PERIMETER ELECTRICAL CONDUIT CAST IN CONC. BY OTHERS LIGHTPOLE BASE BY OTHERS LIGHTPOLE BASE COVER BY OTHERS LIGHTPOLE FOUNDATION DETAIL 8 SCALE: NTS TYPICAL CONDUIT BURIAL DETAIL7SCALE: NTS SOURCE: COB. STD. DWG. FIGURE 15 FOR REVIEW PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLAN APPLICATIONUTILITY PLAN OVERVIEWBOZEMAN, MONTANA4500 E VALLEY CENTER DRIVE3/5/25 JLSBRIDGER POINT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWN 19TH AVE WWWWWWWWWWWWWW W PROPOSED HOTEL5495EJBSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W WWWWWWWWWWWWW WWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFO XXXXXXXXXXXXGGGGGGGGGGGGTTTT TTTT TTTTTTTTTTTTTTΔ=6°11'37"R=3169.04L=342.56Δ=2°27'41"R=3169.04L=136.14 N89°25'56"E 2045.51'PpPpPpPpPpPpKFKFKFKFKFKFEGEGEGEGEGEGPmEGPTdTdTdTdTdTdTdTdPPRwVoVoVoVoVoTdVoVoVoVoVoKFKFKFKFKFKFKFKFKFKFTdTdEGEGPPPPLTdTdEGEGEGPPPPPmPmPmPLPmPmPmPmPmPmPLPmPmPmRwRwRwEGSaSaSaSaPpSaEGEGEGEGEGEGPmPmPmPmPRRPmPmSaSaEGEGPmPmPPRPSaSaSaPpEGEGEGJKFKFKFKFKFKFKFPpPpPpPpPoPoPmPmPmPmPmKFKFKFKFKFKFJJJJJPpPpPpJPpPpPpJJJPoPoPoPPPpPpEGEGEGEGPPPPPPpPpPpPpPpEGEGEGRRRRPLPoPoPoPoPoPoSaSaSaSaSaSaSaRwRwPoEGEGEGEGEGEGPPEGEGEGEGPPSaSaSaSaSaSaPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmRwRwRRwPoPPEGPmPLPLPPRPpKFKFKFJJPoJJJJ333 SF182 SF145 SF64 SF121 SF316 SF513 SF443 SF142 SF166 SFKFKFKFKFKFKFEGEGPmPmPmJJJKFKFKFKFTdTdTdTdTdTdEGEGEGEGEGEGEGEGEGEGPPPSTdTdTdTdTdTdEGEGEGEGEGEGEGEGEGEGTdTdTdTdTdEGEGEGEGEGEGEGEGEGEGPRJRwSaSaSaSRPPEGEGEGPoPoEGEGPPPSPmEGEGPEGEGPoSPmPmEGPmPmPEGPEGEGPpPpPpFor:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25SCALE: 1"=20'LANDSCAPE PLAN - SOUTHL1 LANDSCAPE PLAN - SOUTH SEE PHASE 1 UNDER SEPARATE SUBMITTALMATCHLINE - SEE PHASE 1 UNDER SEPARATE SUBMITTALMATCHLINE - SEE SHEET L2PHASE 1CHICK-FIL-ANOT A PARTSEE SEPARATESUBMITTALPHASE 1ENTRANCE DRIVE& TRAILNOT A PARTSEE SEPARATESUBMITTALN. 19TH AVE.PROPERTYLINE ANDRIGHT-OF-WAY LINECLEAR VISIONLINEPHASELINEPROPOSEDPEDESTRIAN TRAIL-SEE SEPARATESUBMITTAL - PHASE 1PHASELINEPARKING LOT PLANTINGINDICATED WITH HEAVYDASHED LINE, TYP.EXISTING VEGETATIONTO REMAIN, TYP.THE PROPOSEDPEDESTRIAN TRAILWITHIN THE RIGHT-OF-WAY IS PART OFPHASE 2PROPERTY LINE IS MATCHLINE FOR WORK IN THE RIGHT-OF-WAYSEE PHASE 2 UNDER SEPARATE SUBMITTALSEED TOLIMITS OFDISTURBANCE,TYP.SEED TOLIMITS OFDISTURBANCE,TYP. N 19TH AVE 202514181817541415cccBOLSSSSSSSSSSSSSSSSSSSSSSWWWWSSSSSSSSSSSSSSGGGGGG PPPPPPPPPPPPPPPPPPS78°30'11"W 2045.51 'N52°43'01"W 2045.51'S15°53'35"W 2045.51'Δ=6°11'37"R=3169.04L=342.56 N52°43'01"W 2045.51'PpPpPpPpPpPpKFKFKFKFKFKFEGEGEGEGEGEGPmPpPpKFKFKFPpPpPpPpPpPpPpPpKFKFKFKFEGEGEGEGEGEGEGPTdTdTdTdTdTdTdTdPPRwVoVoVoVoVoTdVoVoVoVoVoKFKFKFKFKFKFKFKFKFKFTdTdEGEGPPPPLTdTdEGEGEGPPPPPPPPPPpPpPpPpPpEGEGEGRRRRSaSaSaSaSaSaSaRwRwPoSaSaSaSaSaSaSaSaSaSaSaSaSaEGEGEGPPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmRwPoPmRwPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPmPLPLPpPpPpPpPLPLSaSaSaSaSaRwRwSaSaSaSaSaPLPmPmPmPmPmPmPmSaSaSaSaSaSaSaRwRwPoPmPmPLPLPLPLRwRwRwRwRwRwRwRwRwRPmPmPmPmPmPmPmPmSaSaSaSaSaSaPmPmSaSaPLPLRwRwEGEGEGEGEGEGKFKFKFKFKFKFKFKFKFKFPpPpEGEGEGPPEGEGEGEGEGEGEG415 SF243 SF333 SF182 SF145 SF64 SF443 SF142 SF166 SF152 SF160 SF437 SFPARKING LOT INTERIOR LANDSCAPING: 20 SF PEREACH STALL IS REQUIRED. THERE ARE 168 STALLSX 20 = 3,360 SF REQUIRED. 3,908 SF PROVIDED(INDICATED BY DARK DASHED LINES). SEESQUARE FOOTAGE ASSOCIATED WITH EACH AREAON THE LANDSCAPE PLAN SHEETS.KFKFKFKFKFKFEGEGPmPmPmJJJKFKFKFKFEGEGEGEGEGEGEGEGWTdTdTdTdEGEGEGEGEGEGEGPPPSPrescriptive Landscape Design Pathway (percentage-based approach)Design criteria specific to this pathway includes:1)Plant material must comply with the following:a)Turfgrass areas must not exceed 20 percent of the total landscaped area.b)All remaining landscaped areas must consist solely of low and/or very low water use vegetation (plant factor of0.3 or less), and landscape design elements such as rock mulch and wood mulch, except for raised beds dedicated toedible gardens. Refer to the plant list in Appendix C.2)Landscape Design Plan compliance with requirements outlined in 3.2.2 of this Manual.Landscaped Area Coverage Requirements1)Landscaped area is defined in Appendix A. At least 60 percent of the site area not included in footprints ofbuildings or structures, sidewalks, driveways, walkways, or other hardscaped areas, such as decks or pervious pavers,must be landscaped and maintained with some combination of vegetative understory plantings, such as shrubs,perennials, turfgrass, creeping or rooting groundcovers, or other living plants (excluding weeds). Rock mulch or woodmulch must be installed in all landscaped areas not covered with plant material. The installation of at least 50 percentnative plants in the overall landscape is encouraged. Certain areas listed under Section 1.3 are exempt from beingincluded in the site area coverage requirement listed above.a)A minimum of 10 percent of the landscaped area must be vegetated with container grown shrubs or perennials.This requirement does not apply to City right-of-way boulevard strips and medians.b)Evergreen trees count towards the landscape plant coverage requirement. Deciduous trees do not count towardsthis requirement.i)8 feet of canopy spread (or 50 square feet) shall be used for evergreen trees when calculating plant size for thecoverage requirement.c)The average mature plant size shall be used when calculating coverage amounts.d)Artificial plant materials do not count towards the landscape plant coverage requirement (BMC 38.550.050.F.4.).Parking Lot RequirementsParking lot landscaping is part of the landscaped area and must meet requirements in this Manual and 38.550.50.Bexcept for tree requirements as provided below.Tree Requirements Outside of Parking Lots and Boulevards1)Tree diversity requirements must be met according to the table below.Deciduous and Evergreen Tree Plant Diversity TableNumber of Trees Maximum % of Single Species1-5 Can have 100% of one species6-10 Maximum 50% of any one species11-20 Maximum 33% of any one species21+ Maximum 25% of any one species2)A minimum of 75 percent of proposed trees must be drought adapted or have a plant factor of 0.3 or less.3)Rock mulch is discouraged around private trees and prohibited around public, boulevard trees. Public, boulevardtrees must have a 3’ diameter wood mulch ring 3”-4” in depth.4)Trees must be planted at a minimum rate of 1 per 1600 square feet of landscaped area.a)Trees used for residential adjacency requirements outlined in BMC 38.550.050.K may also count towards thisrequirement.5)A minimum of fifty percent of trees must be canopy trees. The review authority may adjust this requirement ifutility conflicts exist.6)Transplanted trees exceeding the sizes outlined in BMC 38.550.050.F. may be allowed at the discretion of thereview authority.7)Exemptions:a)All areas within 10 feet of the building(s) on site are exempt from the square footage used to calculate the numberof required trees.b)Landscaped areas under 6 feet wide are exempt from the square footage used to calculate the number ofrequired trees. This does not apply to boulevard tree requirements.c)Deciduous and evergreen trees deemed healthy and preserved on site shall apply towards the tree plantingrequirement at the discretion of the review authority.d)Tree requirements for street frontage shall adhere to the requirements listed in BMC 38.550.050.D. These areasare exempt from the square footage used to calculate the number of required trees.Soil Preparation and Amendment RequirementsPlants in healthy soils have an opportunity to develop robust root systems, leading to improved overall health andviability during drought conditions. By amending topsoil, plant die-off can be reduced, especially during the critical plantestablishment period.Soil Quality Requirements1)Landscaped areas must have a minimum topsoil depth of 6 inches throughout the entire planting area.2)The topsoil quality requirement may be met by implementing the following method prior to planting:Imported topsoil that has been amended pursuant to the recommendations of a soil test.3)Remove stones that are, at minimum, larger than 2 inches, sticks, roots, construction debris, and otherextraneous matter, and legally dispose of them off the property.4)Compliance with the following practices is required:a)Do not apply material or scarify if soil is frozen, muddy, or excessively wet.b)Protect areas of in-place soil from additional compaction, disturbance, and contamination during construction.5)Exemptions:a)The building footprint and all areas within 5 feet of the actual building are exempt from the topsoil requirement.b)On engineered slopes, only amended planting holes must meet the topsoil requirement.Soil Testing RequirementsThe following requirements apply when performing a soil test:1)A soil analysis must be conducted by an independent, state-operated, or university- operated soil laboratory withthe capability and experience to conduct the required testing.2)The soil sample(s) must represent a uniform area. Differences in texture (sand, silt, or clay), color, slope, degreeof erosion, drainage, past management practices, and types of plant material designed for each area should beconsidered when collecting the sample. The recommended sampling frequency is no less than one sample per 5,000square feet of landscaped area.3)The soil analysis must test the following:a)Soil Textureb)Percentage of Organic Matterc)Soil Reaction (acidity/alkalinity pH value)d)Soluble-Salt Contente)Nutrients: including nitrogen, phosphorus, potassium, zinc, iron, copper, manganese, and lime.4)The soil test must be dated no more than 60 days prior to conducting the pre-installation meeting and must beprovided to the review authority at the pre-installation meeting.For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25SCALE: 1"=20'LANDSCAPE PLAN - NORTHL2 LANDSCAPE PLAN - NORTHCITY OF BOZEMAN LANDSCAPE REQUIREMENTS:SEE PHASE 1 UNDER SEPARATE SUBMITTALMATCHLINE - SEE SHEET L1PHASE 1CHICK-FIL-ANOT A PARTSEE SEPARATESUBMITTALN. 19TH AVE.PROPERTYLINE ANDRIGHT-OF-WAY LINECLEAR VISIONLINEPHASELINEPARKING LOT PLANTINGINDICATED WITH HEAVYDASHED LINE, TYP.EXISTINGTREES TOREMAIN,TYP.EXISTINGVEGETATIONTO REMAIN,TYP. SYMBOLBOTANICAL / COMMON NAMECONT.SIZEWATER USEDECIDUOUS TREESACER GINNALA / AMUR MAPLEBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWAMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE APPLE SERVICEBERRYBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWCELTIS OCCIDENTALIS / COMMON HACKBERRYBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWULMUS JAPONICA X WILSONIANA 'MORTON' TM / ACCOLADE ELMBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWEVERGREEN TREESJUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPERPLANT FACTOR 0.1B & B6` MIN. HT.VERY LOWPICEA PUNGENS `FAT ALBERT` / COLORADO BLUE SPRUCEPLANT FACTOR 0.3B & B6` MIN. HT.LOWPINUS SYLVESTRIS / SCOTCH PINEPLANT FACTOR 0.1B & B6` MIN. HT.VERY LOWPSEUDOTSUGA MENZIESII GLAUCA / BLUE DOUGLAS FIRPLANT FACTOR 0.1B & B6` MIN. HT.VERY LOWPLANT SCHEDULE*( = NATIVE PLANTS)***EXISTING VEGETATION TOREMAIN86,882 SFPRESERVE AND PROTECT EXISTINGVEGETATION TO REMAIN, TYP.NON-TURF GRASS AREA2,424 SFHARD FESCUE (FESTUCATRACHYPHYLLA)BIG SKY WHOLESALE SEEDS,PHONE 406-434-5011MAINTAIN AT APPROXIMATELY 6"HEIGHTSTONE MULCH226 SF4" DEPTH OF 3/4" TO 2" MIXEDGRANITE ROUNDED RIVER ROCKOR APPROVED EQUAL. INSTALLDEWITT 5OZ WEED BARRIERFABRIC IN ALL PLANT BEDS UNDERGRAVEL1.ALL TREES SHALL BE FULL, WELL BRANCHED ANDSYMMETRICAL WITH STRONG, STRAIGHT, UNCUT CENTRALLEADER.2.PARKING LOT TREES SHALL BE GROWN FOR STREET TREE USEAND BRANCHED BETWEEN 5' AND 6' HT.3.CONIFERS SHALL BE FULL TO BASE.4.STREET TREES, PARKING LOT TREES AND TREES OF SAMESPECIES GROUPED TOGETHER SHALL BE MATCHED SPECIMENS.5.PRESERVE AND PROTECT ALL EXISTING TREES TO REMAIN PERCITY OF BOZEMAN TREE PROTECTION STANDARDS.6.STAKE AND GUY ALL TREES FOR ONE GROWING SEASON.7.REMOVE ALL WEEDS FROM PLANT ROOT BALLS ANDCONTAINERS PRIOR TO PLANTING.8.ALL GROUNDCOVERS, PERENNIALS AND GRASSES SHALL BEWELL ROOTED WITH FULL TOP GROWTH, AND BE PLANTED WITHTRIANGULAR SPACING PER PLANT SPACING DETAIL IN THISDRAWING SET.9.ALL SHRUBS SHALL BE WELL ROOTED, SYMMETRICAL, FULL ANDBUSHY. SHRUBS SHALL HAVE A MINIMUM 12" SPREAD AT TIMEOF INSTALLATION.10.ALL PLANTS SHALL BE NURSERY GROWN, NOT COLLECTED.11.ALL SOILS SHALL BE AMENDED PER CITY OF BOZEMANREQUIREMENTS AND NOTES / DETAILS IN THIS DRAWING SET.12.PROVIDE A 4 FOOT CIRCLE OF MULCH AROUND ALL PROPOSEDTREES LOCATED IN LAWN / GRASS AREAS.13.ALL PROPOSED PLANTINGS SHALL BE MAINTAINED IN AHEALTHY CONDITION THROUGH THE ONE YEAR GUARANTEEPERIOD.14.ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AWATER-WISE, AUTOMATIC IRRIGATION SYSTEM. PLANT BEDSSHALL BE ZONED SEPARATELY ACCORDING TO LOCALENVIRONMENTAL CONDITIONS INCLUDING SUN / SHADE,REFLECTED HEAT FROM PARKING LOTS, ETC..15.GENERAL CONTRACTOR SHALL NOTIFY LANDSCAPE IN WRITINGOF HYDROSEED SCHEDULE PRIOR TO INSTALLATION. THEINTENT IS TO INSTALL THE HYDROSEED DURING THE YEARWHEN NATURAL RAINFALL AND WARMTH WILL GERMINATE SEEDAND ALLOW IT TO GROW TO A LEVEL OF ESTABLISHMENT PRIORTO DRY CONDITIONS. IF HYDROSEED IS TO BE INSTALLEDOUTSIDE OF THAT TIMEFRAME, ADDITIONAL INPUTS, SUCH ASSEED AND/OR IRRIGATION MAY BE NECESSARY.PLANT SCHEDULE NOTESDESCRIPTIONSYM.LANDSCAPE LEGENDQUANTITYSTREET TREESTILIA MONGOLICA 'HARVEST GOLD' / HARVEST GOLD LINDENBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CALSYMBOLBOTANICAL / COMMON NAMECONT.WATER USESHRUBSEUONYMUS FORTUNEI `EMERALD GAIETY` / EMERALD GAIETY WINTERCREEPERPLANT FACTOR 0.35 GAL.LOWJUNIPERUS SQUAMATA `BLUE STAR` / BLUE STAR JUNIPERPLANT FACTOR 0.15 GAL.VERY LOWPHILADELPHUS LEWISII / WILD MOCKORANGEPLANT FACTOR 0.35 GAL.LOWPHYSOCARPUS OPULIFOLIUS `NANUS` / DWARF NINEBARKPLANT FACTOR 0.35 GAL.LOWPICEA PUNGENS 'GLAUCA GLOBOSA' / BLUE GLOBE COLORADO SPRUCEPLANT FACTOR 0.35 GAL.LOWPINUS MUGO `PUMILIO` / MUGO PINEPLANT FACTOR 0.35 GAL.LOWPOTENTILLA FRUTICOSA `JACKMANII` / JACKMAN`S BUSH CINQUEFOILPLANT FACTOR 0.35 GAL.LOWRIBES AUREUM / GOLDEN CURRANTPLANT FACTOR 0.15 GAL.LOWROSA WOODSII / MOUNTAIN ROSEPLANT FACTOR 0.15 GAL.LOWSYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRYPLANT FACTOR 0.35 GAL.LOWSYRINGA VULGARIS 'PRESIDENT LINCOLN' / PRESIDENT LINCOLN LILACPLANT FACTOR 0.15 GAL.LOWTAXUS X MEDIA 'DENSIFORMIS' / DENSE ANGLO-JAPANESE YEWPLANT FACTOR 0.65 GAL.MEDIUMVIBURNUM OPULUS 'NANUM' / DWARF EUROPEAN CRANBERRYBUSHPLANT FACTOR 0.35 GAL.LOWGRASSESCALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASSPLANT FACTOR 0.31 GAL.LOWGROUND COVERSARCTOSTAPHYLOS UVA-URSI / KINNIKINNICKEGJPLPPpPmPoRRwSaSTdVoKF******SPACING36" o.c.36" o.c.72" o.c.36" o.c.60" o.c.48" o.c.48" o.c.48" o.c.60" o.c.42" o.c.72" o.c.60" o.c.36" o.c.36" o.c.15QTY123252055461102112286564116712,877QTY107811129102TOTAL LANDSCAPED (LS) AREAMUST BE MIN. 60% OF SITE:HOTEL SITE AREA: 115,086 SF (2.642 ACRES)BUILDING AREA: 22,641 SFHARDSCAPE AREAS: 67,025 SF89,666 SF TOTALMODIFIED115,086 - 89,666 =SITE AREA: 25,420 SF(EXCLUDING PVMTS & BLDGS)LS AREA REQD.:25,420 x .6 = 15,252 SFLS AREA PROVIDED:25,420 SF(LS=LANDSCAPED AREA)NOTE: THE HOTEL SITE LS AREA DOES NOT INCLUDEFOOTPRINTS OF BUILDINGS OR STRUCTURES, SIDEWALKS,DRIVEWAYS, WALKWAYS, OR OTHER HARDSCAPED AREAS.THE N. 19TH AVE. R.O.W., THE COMMON OPEN SPACE AREAAND THE CHICK-FIL-A SITE ARE NOT INCLUDED.CONTAINER PLANTS REQ'D.TOTAL LS AREA:24,420 SFX 10% = 2,442 SF AREA REQ'DCONTAINER PLANTAREA PROVIDED: 22,770 SFNATIVE PLANTS CALCULATIONTREES QTY: 74SHRUBS QTY:568GRASSES QTY:71GCs QTY:3,334TOTAL PLANTS: 4,047X 50% = 2,024 NATIVES REQDNATIVES PROVIDED:3,414PARKING LOT TREESTOTAL TREES QTY: 74TOT. PRKG LOT TREES: 18(MAX 25% 1 SPECIES)74 X .25 = 18.5 (19) MAX EACH SPECIESACER G. = 10AMELANCHIER = 7 (2=PARKING LOT TREES)CELTIS = 8 (5=PARKING LOT TREES)ULMUS = 11 (11=PARKING LOT TREES)JUNIPERUS = 12PICEA = 9PINUS = 10JUNIPERUS = 12TILIA = 5 (STREET TREES)50% MIN CANOPY TREES =MIN 21 DECID TREES REQD26 PROVIDEDSHRUB BED AREA: 22,770 SFNON-TURF GRASS AREA: 2,424 SFROCKED AREA: 226 SFTOTAL LS* AREA:24,420 SFTOTAL LS AREA:24,420 SF / 1,600 =15.3 OR 16 TREES REQD.TOTAL LS AREA:24,420 SF X 0.2 =488 SF MAX TURF ALLOWED (ALL NON-TURF GRASS PROVIDED)TOTAL LS AREA:24,420 SF X 8 =195,360 GAL / YR MAX. ALLOWED TOTAL PLANT AREA:24,420 SF / 2 =12,210 CF TOPSOIL / 27 =453 CY TOPSOIL AT 6" DEPTH"LANDSCAPED AREA" PER CITY DEFINITION INCLUDESROCK MULCH, SHRUB/GROUNDCOVER BEDS ANDSEEDED AREAS.PLANT SCHEDULEL3 PLANT SCHEDULE For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25LANDSCAPE CALCULATIONS forthe HOTEL SITE: For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25LANDSCAPE PLANTING NOTES AND MATERIALSLANDSCAPE NOTES & DETAILSL4 LANDSCAPE NOTES & DETAILS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWN 19TH AVE WWWWWWWWWWWWWW W PROPOSED HOTEL5495EJBSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W WWWWWWWWWWWWW WWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFO XXXXXXXXXXXXGGGGGGGGGGGGTTTT TTTT TTTTTTTTTTTTTTΔ=6°11'37"R=3169.04L=342.56Δ=2°27'41"R=3169.04L=136.14 N89°25'56"E 2045.51'For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25SCALE: 1"=20'IRRIGATION PLAN - SOUTHL5 IRRIGATION PLAN - SOUTH SEE PHASE 1 UNDER SEPARATE SUBMITTALMATCHLINE - SEE PHASE 1 UNDER SEPARATE SUBMITTALMATCHLINE - SEE SHEET L6PHASE 1CHICK-FIL-ANOT A PARTSEE SEPARATESUBMITTALPHASE 1ENTRANCE DRIVE & TRAILNOT A PARTSEE SEPARATE SUBMITTALN. 19TH AVE.PROPERTYLINE ANDRIGHT-OF-WAY LINEPHASELINEPAVED TRAIL - SEESEPARATE SUBMITTALPHASELINESEE SEPARATESUBMITTAL FORIRRIGATION WITHINSHARED AMENITY SPACE.COORDINATE SLEEVEINSTALLATION WITHINSTALLATION OFBUILDING, PAVEMENTS,CURBS AND OTHERHARDSCAPE, TYP.THIS SLEEVE ANDIRRIGATION MAINLINESOUTH OF THE GATEVALVE ARE A PART OFPHASE 1SEE SEPARATE PHASE 1SUBMITTAL FORIRRIGATION MAINLINENEXT TO TRAILAS PART OF PHASE 1 -IRRIGATION MAINLINE ISTO BE INSTALLEDADJACENT TO PHASE 2PROPERTY LINE ANDCONNECTED TO EXISTINGWELL WATER SUPPLY. SEESHEET L6 FORCONTINUATION.CONNECT TO STUBOUTPROVIDED IN PHASE 1 ANDCONTINUE MAINLINE ASSHOWNSEE SEPARATE SUBMITTALFOR PHASE 1 FOR IRRIGATIONSOUTH OF HERE FOR COMMONOPEN SPACE AND CHICK-FIL-ASEE SEPARATEPHASE 1 SUBMITTALFOR THESE TWOGATE VALVES.SEE SEPARATEPHASE 1 SUBMITTALFOR THIS PORTIONOF MAINLINEEXTEND IRRIGATIONZONE C1 FROMPHASE 1 TO COVERTHIS GROUNDCOVERAREA IN PHASE 2PROPERTYLINE ANDRIGHT-OF-WAY LINETHE PHASE 2 RIGHT-OF-WAYIRRIGATION IS PART OF THEPHASE 1 IRRIGATION SYSTEMFOR THE COMMON OPENSPACE. SEE PHASE 1 FORLOCATION OF THECONTROLLER AND RAINSENSOR. N 19TH AVE 20251418181741415cccBOLSSSSSSSSSSSSSSSSSSSSSSWWWSSSSSSSSSSSSSSGGGGGG PPPPPPPPPPPPPPPPPPS78°30'11"W 2045.51 'N52°43'01"W 2045.51'S15°53'35"W 2045.51'Δ=6°11'37"R=3169.04L=342.56 N52°43'01"W 2045.51'WFor:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25SCALE: 1"=20'IRRIGATION PLAN - NORTHL6 IRRIGATION PLAN - NORTH SEE PHASE 1 UNDER SEPARATE SUBMITTALMATCHLINE - SEE SHEET L5PHASE 1CHICK-FIL-ANOT A PARTSEE SEPARATESUBMITTALN. 19TH AVE.PROPERTYLINE ANDRIGHT-OF-WAY LINEPHASELINECOORDINATE SLEEVEINSTALLATION WITHINSTALLATION OFPAVEMENTS, CURBS ANDOTHER HARDSCAPE, TYP.POINT OF CONNECTION: DOUBLECHECK ASSEMBLY, MASTERVALVE, FLOW SENSOR QUICKCOUPLER AND MAINLINE TOPHASE 1 IRRIGATION ARE TO BEINSTALLED AS PART OF PHASE 1.CONTRACTORS FOR PHASES 1AND 2 SHALL COORDINATE WITHEACH OTHER AND OWNERS.EXISTING WELL TO BETHE SOURCE OFWATER FOR THEIRRIGATION SYSTEMFOR PHASES 1 AND 2.AS PART OF PHASE 1 -IRRIGATION MAINLINE ISTO BE INSTALLEDADJACENT TO PHASE 2PROPERTY LINE ANDCONNECTED TO EXISTINGWELL WATER SUPPLY. SEESHEET L5 FORCONTINUATION.CONNECT TO STUBOUTPROVIDED IN PHASE 1 ANDCONTINUE MAINLINE ASSHOWNCONNECT TOSTUBOUTS PROVIDEDIN PHASE 1 ANDCONTINUE MAINLINEAS SHOWNNO IRRIGATIONIN NON-TURFGRASS AREAS,TYP.THE PHASE 2 RIGHT-OF-WAYIRRIGATION IS PART OF THEPHASE 1 IRRIGATION SYSTEMFOR THE COMMON OPENSPACE. SEE PHASE 1 FORLOCATION OF THECONTROLLER AND RAINSENSOR. For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25IRRIGATION NOTES & DETAILSL7 IRRIGATION NOTES & DETAILS” ” ” LANDSCAPE IRRIGATION NOTESDRIP IRRIGATION VALVENOT TO SCALEPER SPECIFICATIONSPER SPECIFICATIONSFRONT ELEVATIONRIGHT ELEVATION412341234LEGEND:IRRIGATION CONTROLLER (ACC) PER PLANIRRIGATION CONTROL WIRE IN CONDUITSIZE AND TYPE PER LOCAL CODESELECTRICAL SUPPLY CONDUITCONNECT TO POWER SOURCE, J-BOX INSIDECONTROLLERADJACENT SURFACE TO MOUNT CONTROLLER PER PLANNOTEMOUNT CONTROLLER LCD SCREEN AT EYE LEVEL,CONTROLLER SHALL BE HARD-WIRED TO GROUNDED110 VAC POWER SOURCE For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25IRRIGATION DETAILSL8 IRRIGATION DETAILS4" - 6" For:Title: 22282 9019 LLC 1612 GOLD AVENUE BOZEMAN, MT 59715 for BRIDGER POINT GARDNER SIMMENTAL LOT A, TRACT 1 BOZEMAN, MT9 Dial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25IRRIGATION DETAILSL9 IRRIGATION DETAILSDripline Maximum Lateral Lengths (Feet)Inlet Pressure psi12" Spacing18" Spacing24" SpacingNominal Flow (gph)Nominal Flow (gph)Nominal Flow (gph)0.60.90.60.90.60.9152731553142504243222031816935329450836830360230413350586414403952554654026524745041728552842072048860460290596455780514DRIPLINE CENTER FEED LAYOUTNOT TO SCALEDRIPLINE END FEED LAYOUTNOT TO SCALE····0.60.90.60.90.60.9152731553142504243222031816935329450836830360230413350586414403952554654026524745041728552842072048860460290596455780514Inlet Pressure psiNominal Flow (gph)12" SpacingNominal Flow (gph)18" Spacing24" SpacingNominal Flow (gph)Dripline Maximum Lateral Lengths (Feet)····DRIPLINE IRREGULAR SHAPED LAYOUTNOT TO SCALEDRIPLINE ODD CURVES LAYOUTNOT TO SCALE·····BOTTOM 1/3OF SLOPETOP 2/3OF SLOPEDRIPLINE SLOPED LAYOUTNOT TO SCALE PPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGPPPPPPPPPPPPPPPPPPPPPPPPPPPPTTTTTTTTTTTTTTTTTTTTTcccccccccccccccccccccWWWWWWWWWWWWWWWWW5951415cccccccccSTO RA GE RE: K I T C H E N FOR S H E L V I NG IN T H IS A R E APmPmPoPmPmPmPmPmPmPmPmPmPmPmKFEGEGEGEGEGEGKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFJ EGEGEGKFKFKFKFPmPmPmPoPoJPmJJPmJJJJPmJJJJJPmPmPoJPmPmPoPmPmPmPoJKFKFKFRKFJPoPmPmPmPoRJJEGKFEGEGKFKFJEGKFEGEGKFEGKFEGEGKFKFEGKFEGEGKFKFEGKFEGEGKFKFEGKFEGEGKFEGKFEGEGKFKFEGKFEGEGKFKFEGKFEGEGKFKFEGKFEGEGKFKFEGKFEGEGKFKFEGEGEGKFKFPmJJJPmPmPoPmPmPmKFKFKFJJRwRwRwRwPmPmPmPmSaSaSaSaSaRwPmPmPmPmRwPmPmSaSaSaSaSaSaPmPmPLPoPoJJJJSaSaSaPmRwRwPmPmPoPoSaSaSaSaRwRwRwPmPmPmPmPmPmPmRwRwRwRwRwRwPmPmPmPmPmPmRwRwRwPmPmRRwRRRwRwPmPmPmPmPmPmRwRwRwRSaSaPLPmRRKFKFKFEGKFKFKFEGEGKFKFKFEGEGEGEGRRPmPmPmPLPmPmPmPmPmPmPmKFKFKFPmPmKFKFKFPmPmKFKFKFPmPmRwRwPmPmPmPmPmPmJJJPLKFKFPmEGEGPmEGPmPmEGEGEGEGKFKFKFPmKFKFPmKFKFKFKFKFJJKFKFKFEGEGEGKFKFKFEGEGEGKFKFKFEGEGEGKFKFKFEGKFKFKFEGEGKFKFKFEGEGEGKFKFKFEGKFKFKFEGPmPmPmSaSaPmPmPmSaSaPmPmPmSaSaPmKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFKFEGEGKFKFKFKFKFKFPmPmPmPmPmPmPmPmRRRRRRPLPLSaSaSaRRPmPmPmRwPmPmRRPm191 SFKFKFKFJJ158 SF300 SF417 SF194 SF36 SF99 SF54 SF54 SF137 SF177 SF247 SF159 SF58 SF279 SF102 SFPARKING LOT INTERIORLANDSCAPING: 20 SF PEREACH STALL IS REQUIRED.THERE ARE 77 STALLS X 20 =1,540 SF REQUIRED. 2,525 SFPROVIDED (INDICATED BYDARK DASHED LINES). SEESQUARE FOOTAGEASSOCIATED WITH EACHAREA ON THE LANDSCAPEPLAN SHEETS.PmPmSPmPmKFKFKFKFKFPmPmSPmPmKFKFKFKFKFSPmPmSPmPmKFKFKFKFKFPmPmSPmPmKFKFKFKFKFPmPmPmPmKFKFKFKFKFSPmPmSPmPmKFKFKFKFKFPmPmSPmPmKFKFKFKFKFPmPmPmPmKFKFKFKFKFSPmPmSPmPmKFKFKFKFKFPmPmSPmPmKFKFKFKFKFPmPmPmPmKFKFKFKFKFSPmPmSPmPmKFKFKFKFKFPmPmPmKFKFKFKFKFPmPmEGEGEGEGRPLRwRPmPmPmPmPmPmPmPmEGEGEGKFKFKFKFPmEGEGEGSPmPLEGPmPoEGEGEGJJJSSSKFKFKFKFKFKFKFKFEJBWWWWWWWWWWW W W WFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO XXXXXXXXXGGGGGGGGT TT T TT TTTTTTTTTTTΔ=2°27'41"R=3169.04L=136.14 W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W PmPmKFKFKFKFKFSPmPmSPmPmKFKFKFKFKFPmPmSPmPmKFKFKFKFKFPmPmEGEGEGPmPmKFKFKFKFKFSPmPmSPmPmKFKFKFKFKFPmPmSPmPmKFKFKFKFKFPmPmPmPmKFKFKFKFKFSPmPmPmKFKFKFKFKFPmPmSKFKFKFKFKFKFPERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25LANDSCAPE PLANL1LANDSCAPE PLANSCALE: 1"=20'MATCHLINE - SEE RIGHT MATCHLINE - SEE LEFTACCESS DRIVETRASHENCLOSUREACCESSDRIVEMATCHLINE - SEE PHASE 2 (HOTEL) UNDER SEPARATE SUBMITTALMATCHLINE - SEE PHASE 2 UNDER SEPARATE SUBMITTAL PHASE 2HOTELNOT A PARTSEE SEPARATESUBMITTALPROPERTYLINEPROPERTYLINEPROPERTYLINEPROPERTYLINE ANDRIGHT-OF-WAY LINEN. 19TH A V E .CLEAR VISIONLINECLEAR VISIONLINECLEAR VISIONLINEPHASELINEPHASELINESTREET TREES SHOWNOUTSIDE OF EASEMENTAND 5 FEET MINIMUMFROM UG UTILIY LINES.PROPOSEDCHICK-FIL-ARESTAURANTPARKING LOT PLANTINGINDICATED WITH HEAVYDASHED LINE, TYP.TREES ARE SHOWNOUTSIDE OF EASEMENTSAND 5 FEET MINIMUMFROM UTILITES.STORAGEPROPOSED PEDESTRIANTRAIL - SEE CIVIL PLANSTRAILTRAILPLAZATRAILTRAILPROPOSED PEDESTRIANTRAIL - SEE CIVIL PLANSSIGNDIVISION LINE BETWEENCOMMON OPEN SPACEAND CHICK-FIL-A SITESDIVISION LINE BETWEENCOMMON OPEN SPACEAND CHICK-FIL-A SITESFOR PLANTINGPHASE 219TH AV R.O.W.NOT A PARTSEE SEPARATESUBMITTALMATCHLINE - SEE PHASE 2 (19TH AVE R.O.W.)UNDER SEPARATE SUBMITTAL. Prescriptive Landscape Design Pathway (percentage-based approach)Design criteria specific to this pathway includes:1)Plant material must comply with the following:a)Turfgrass areas must not exceed 20 percent of the total landscaped area.b)All remaining landscaped areas must consist solely of low and/or very low water use vegetation (plant factor of0.3 or less), and landscape design elements such as rock mulch and wood mulch, except for raised beds dedicated toedible gardens. Refer to the plant list in Appendix C.2)Landscape Design Plan compliance with requirements outlined in 3.2.2 of this Manual.Landscaped Area Coverage Requirements1)Landscaped area is defined in Appendix A. At least 60 percent of the site area not included in footprints ofbuildings or structures, sidewalks, driveways, walkways, or other hardscaped areas, such as decks or pervious pavers,must be landscaped and maintained with some combination of vegetative understory plantings, such as shrubs,perennials, turfgrass, creeping or rooting groundcovers, or other living plants (excluding weeds). Rock mulch or woodmulch must be installed in all landscaped areas not covered with plant material. The installation of at least 50 percentnative plants in the overall landscape is encouraged. Certain areas listed under Section 1.3 are exempt from beingincluded in the site area coverage requirement listed above.a)A minimum of 10 percent of the landscaped area must be vegetated with container grown shrubs or perennials.This requirement does not apply to City right-of-way boulevard strips and medians.b)Evergreen trees count towards the landscape plant coverage requirement. Deciduous trees do not count towardsthis requirement.i)8 feet of canopy spread (or 50 square feet) shall be used for evergreen trees when calculating plant size for thecoverage requirement.c)The average mature plant size shall be used when calculating coverage amounts.d)Artificial plant materials do not count towards the landscape plant coverage requirement (BMC 38.550.050.F.4.).Parking Lot RequirementsParking lot landscaping is part of the landscaped area and must meet requirements in this Manual and 38.550.50.Bexcept for tree requirements as provided below.Tree Requirements Outside of Parking Lots and Boulevards1)Tree diversity requirements must be met according to the table below.Deciduous and Evergreen Tree Plant Diversity TableNumber of Trees Maximum % of Single Species1-5 Can have 100% of one species6-10 Maximum 50% of any one species11-20 Maximum 33% of any one species21+ Maximum 25% of any one species2)A minimum of 75 percent of proposed trees must be drought adapted or have a plant factor of 0.3 or less.3)Rock mulch is discouraged around private trees and prohibited around public, boulevard trees. Public, boulevardtrees must have a 3’ diameter wood mulch ring 3”-4” in depth.4)Trees must be planted at a minimum rate of 1 per 1600 square feet of landscaped area.a)Trees used for residential adjacency requirements outlined in BMC 38.550.050.K may also count towards thisrequirement.5)A minimum of fifty percent of trees must be canopy trees. The review authority may adjust this requirement ifutility conflicts exist.6)Transplanted trees exceeding the sizes outlined in BMC 38.550.050.F. may be allowed at the discretion of thereview authority.7)Exemptions:a)All areas within 10 feet of the building(s) on site are exempt from the square footage used to calculate the numberof required trees.b)Landscaped areas under 6 feet wide are exempt from the square footage used to calculate the number ofrequired trees. This does not apply to boulevard tree requirements.c)Deciduous and evergreen trees deemed healthy and preserved on site shall apply towards the tree plantingrequirement at the discretion of the review authority.d)Tree requirements for street frontage shall adhere to the requirements listed in BMC 38.550.050.D. These areasare exempt from the square footage used to calculate the number of required trees.Soil Preparation and Amendment RequirementsSee to the right on this sheet.TOTAL LANDSCAPED (LS) AREAMUST BE MIN. 60% OF SITE:CHICK-FIL-A SITE AREA: 41,442 SF (1.759 ACRES)BUILDING AREA: 6,058 SFHARDSCAPE AREAS: 16,450 SF22,508 SFMODIFIED41,442 - 22,508 SF =SITE AREA: 18,934 SF(EXCLUDING PVMTS & BLDGS)LS AREA REQD.:18,934 x .6 = 11,360.4 SFLS AREA PROVIDED:18,934 SF(LS=LANDSCAPED AREA)NOTE: THE CHICK-FIL-A SITE LS AREA DOES NOT INCLUDEIN FOOTPRINTS OF BUILDINGS OR STRUCTURES,SIDEWALKS, DRIVEWAYS, WALKWAYS, OR OTHERHARDSCAPED AREAS. THE N. 19TH AVE. R.O.W. AND THECOMMON OPEN SPACE AREA ARE NOT INCLUDED.CONTAINER PLANTS REQ'D.TOTAL LS AREA:18,934 SFX 10% = 1,893.4 SF AREA REQ'DCONTAINER PLANTAREA PROVIDED: 13,037 SFNATIVE PLANTS CALCULATIONTOTAL TREES QTY: 42SHRUBS QTY:312GRASSES QTY:100GCs QTY:2,769PERENNIALS:185TOTAL PLANTS: 3,408X 50% = 1,704 NATIVES REQDNATIVES PROVIDED:2,868PARKING LOT TREESTOTAL TREES QTY: 42TOT. PRKG LOT TREES: 12(MAX 25% 1 SPECIES)42 X .25 = 10.5 (10) MAX EACH SPECIESACER G. = 10 (3=PARKING LOT TREES)AMELANCHIER = 7 (2=PARKING LOT TREES)GLEDITSIA = 8 (5=PARKING LOT TREES)PICEA = 8PINUS = 5 (1=PARKING LOT TREE)JUNIPERUS = 8TILIA = 1 (1 PARKING LOT TREE)50% MIN CANOPY TREES =MIN 21 DECID TREES REQD26 PROVIDEDSHRUB BED AREA: 13,037 SFNON-TURF GRASS AREA: 5,297 SFROCKED AREA: 600 SFTOTAL LS* AREA:18,934 SFTOTAL LS AREA:18,934 SF / 1,600 =11.8 OR 12 TREES REQD.TOTAL LS AREA:18,934 SF X 0.2 =379 SF MAX TURF ALLOWED (ALL NON-TURF GRASS PROVIDED)TOTAL LS AREA:18,934 SF X 8 =151,472 GAL / YR MAX. ALLOWED TOTAL PLANT AREA:18,934 SF / 2 =9,467 CF TOPSOIL / 27 =351 CY TOPSOIL AT 6" DEPTH"LANDSCAPED AREA" PER CITY DEFINITION INCLUDESROCK MULCH, SHRUB/GROUNDCOVER BEDS ANDSEEDED AREAS.TOTAL LANDSCAPED (LS) AREAMUST BE MIN. 60% OF SITE:COMMON OPEN SPACE SITE AREA: 25,539 SF (1.084 ACRES)BUILDING AREA: 0 SFHARDSCAPE AREAS: 4,701 SF4,701 SFMODIFIED25,539 - 4,701 =SITE AREA: 20,838 SF(EXCLUDING PVMTS)LS AREA REQD.:20,838 x .6 = 12,502.8 SFLS AREA PROVIDED:20,838 SF(LS=LANDSCAPED AREA)NOTE: THE COMMON OPEN SPACE LS AREA DOES NOTINCLUDE FOOTPRINTS OF BUILDINGS OR STRUCTURES,SIDEWALKS, DRIVEWAYS, WALKWAYS, OR OTHERHARDSCAPED AREAS. THE N. 19TH AVE. R.O.W. AND THECHICK-FIL-A SITE ARE NOT INCLUDED.CONTAINER PLANTS REQ'D.TOTAL LS AREA:20,838 SFX 10% = 2,083.8 SF AREA REQ'D.CONTAINER PLNTAREA PROVIDED: 9,894 SFNATIVE PLANTS CALCULATIONTREES QTY: 23SHRUBS QTY:167GRASSES QTY:166GCs QTY:1653PERENNIALS:138TOTAL PLANTS: 2,147X 50% = 1,074 NATIVES REQDNATIVES PROVIDED:1,665PARKING LOT TREESNOT APPLICABLE TO COMMON OPEN SPACE AREA"LANDSCAPED AREA" PER CITY DEFINITION INCLUDESROCK MULCH, SHRUB/GROUNDCOVER BEDS ANDSEEDED AREAS.SHRUB BED AREA: 9,894 SFNON-TURF GRASS AREA: 10,944 SFROCKED AREA: 0 SFTOTAL LS* AREA: 20,838 SFTOTAL LS AREA:20,838 SF / 1,600 =13 TREES REQD.TOTAL LS AREA:20,838 SF X 0.2 =417 SF MAX TURF ALLOWED (ALL NON-TURF GRASS PROVIDED)TOTAL LS AREA:20,838 SF X 8 =166,704 GAL / YR MAX. ALLOWED TOTAL PLANT AREA:20,838 SF / 2 =10,419 CF TOPSOIL / 27 =386 CY TOPSOIL AT 6" DEPTHPERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25LANDSCAPE REQUIREMENTS &CALCULATIONSL2LANDSCAPE REQUIREMENTS &CALCULATIONSCITY OF BOZEMAN LANDSCAPE REQUIREMENTS:From: City of Bozeman Landscape and Irrigation Performanceand Design Standards ManualSoil Preparation and Amendment RequirementsPlants in healthy soils have an opportunity to develop robust rootsystems, leading to improved overall health and viability duringdrought conditions. By amending topsoil, plant die-off can bereduced, especially during the critical plant establishment period.Soil Quality Requirements1)Landscaped areas must have a minimum topsoil depth of6 inches throughout the entire planting area.2)The topsoil quality requirement shall be met byimplementing the following method prior to planting:Imported topsoil that has been amended pursuant to the recommendations of a soil test.3)Remove stones that are, at minimum, larger than 2 inches,sticks, roots, construction debris, and other extraneous matter,and legally dispose of them off the property.4)Compliance with the following practices is required:a)Do not apply material or scarify if soil is frozen, muddy, orexcessively wet.b)Protect areas of in-place soil from additional compaction,disturbance, and contamination during construction.5)Exemptions:a)The building footprint and all areas within 5 feet of theactual building are exempt from the topsoil requirement.b)On engineered slopes, only amended planting holes mustmeet the topsoil requirement.Soil Testing RequirementsThe following requirements apply when performing a soil test:1)A soil analysis must be conducted by an independent,state-operated, or university- operated soil laboratory with thecapability and experience to conduct the required testing.2)The soil sample(s) must represent a uniform area.Differences in texture (sand, silt, or clay), color, slope, degreeof erosion, drainage, past management practices, and types ofplant material designed for each area should be consideredwhen collecting the sample. The recommended samplingfrequency is no less than one sample per 5,000 square feet oflandscaped area.3)The soil analysis must test the following:a)Soil Textureb)Percentage of Organic Matterc)Soil Reaction (acidity/alkalinity pH value)d)Soluble-Salt Contente)Nutrients: including nitrogen, phosphorus, potassium,zinc, iron, copper, manganese, and lime.4)The soil test must be dated no more than 60 days priorto conducting the pre-installation meeting and must be providedto the review authority at the pre-installation meeting.SOIL PREPARATION &AMENDMENT REQUIREMENTS:LANDSCAPE CALCULATIONS forCHICK-FIL-A SITE:LANDSCAPE CALCULATIONS forCOMMON OPEN SPACE SITE: SYMBOLBOTANICAL / COMMON NAMECONT.SIZEWATER USEDECIDUOUS TREESACER GINNALA / AMUR MAPLEBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWAMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE APPLE SERVICEBERRYBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWGLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM / SKYLINE THORNLESS HONEY LOCUSTBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWEVERGREEN TREESJUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPERPLANT FACTOR 0.1B & B6` MIN. HT.VERY LOWPICEA PUNGENS `FAT ALBERT` / COLORADO BLUE SPRUCEPLANT FACTOR 0.3B & B6` MIN. HT.LOWPINUS SYLVESTRIS / SCOTCH PINEPLANT FACTOR 0.1B & B6` MIN. HT.VERY LOWSTREET TREESSYRINGA RETICULATA / JAPANESE TREE LILACBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CAL.LOWTILIA MONGOLICA 'HARVEST GOLD' / HARVEST GOLD LINDENBRANCHED AT 5 FT. MIN.; PLANT FACTOR 0.3B & B1.5" CALLOWPLANT SCHEDULE*( = NATIVE PLANTS)*EXISTING VEGETATION TOREMAIN89,356 SFPRESERVE AND PROTECT EXISTINGVEGETATION TO REMAIN, TYP.NON-TURF GRASS AREA16,068 SFHARD FESCUE (FESTUCATRACHYPHYLLA)BIG SKY WHOLESALE SEEDS,PHONE 406-434-5011MAINTAIN AT APPROXIMATELY 6"HEIGHT1.ALL TREES SHALL BE FULL, WELL BRANCHED AND SYMMETRICAL WITH STRONG, STRAIGHT, UNCUT CENTRALLEADER.2.PARKING LOT TREES AND STREET TREES SHALL BE GROWN FOR STREET TREE USE AND BRANCHED BETWEEN 5' AND6' HT.3.CONIFERS SHALL BE FULL TO BASE.4.STREET TREES, PARKING LOT TREES AND TREES OF SAME SPECIES GROUPED TOGETHER SHALL BE MATCHEDSPECIMENS.5.PRESERVE AND PROTECT ALL EXISTING TREES TO REMAIN PER CITY OF BOZEMAN TREE PROTECTION STANDARDS.6.STAKE AND GUY ALL TREES FOR ONE GROWING SEASON.7.REMOVE ALL WEEDS FROM PLANT ROOT BALLS AND CONTAINERS PRIOR TO PLANTING.8.ALL GROUNDCOVERS, PERENNIALS AND GRASSES SHALL BE WELL ROOTED WITH FULL TOP GROWTH, AND BEPLANTED WITH TRIANGULAR SPACING PER PLANT SPACING DETAIL IN THIS DRAWING SET.9.ALL SHRUBS SHALL BE WELL ROOTED, SYMMETRICAL, FULL AND BUSHY. SHRUBS SHALL HAVE A MINIMUM 12" SPREADAT TIME OF INSTALLATION.10.ALL PLANTS SHALL BE NURSERY GROWN, NOT COLLECTED.11.ALL SOILS SHALL BE AMENDED PER CITY OF BOZEMAN REQUIREMENTS.12.PROVIDE A 4 FOOT CIRCLE OF MULCH AROUND ALL PROPOSED TREES LOCATED IN LAWN / GRASS AREAS.13.ALL PROPOSED PLANTINGS SHALL BE MAINTAINED IN A HEALTHY CONDITION THROUGH THE ONE YEAR GUARANTEEPERIOD.14.ALL PLANTINGS SHALL BE IRRIGATED WITH A WATER-WISE, AUTOMATIC IRRIGATION SYSTEM. PLANT BEDS SHALL BEZONED SEPARATELY ACCORDING TO LOCAL ENVIRONMENTAL CONDITIONS INCLUDING SUN / SHADE, REFLECTEDHEAT FROM PARKING LOTS, ETC..15.GENERAL CONTRACTOR SHALL NOTIFY LANDSCAPE IN WRITING OF HYDROSEED SCHEDULE PRIOR TO INSTALLATION.THE INTENT IS TO INSTALL THE HYDROSEED DURING THE YEAR WHEN NATURAL RAINFALL AND WARMTH WILLGERMINATE SEED AND ALLOW IT TO GROW TO A LEVEL OF ESTABLISHMENT PRIOR TO DRY CONDITIONS. IFHYDROSEED IS TO BE INSTALLED OUTSIDE OF THAT TIMEFRAME, ADDITIONAL INPUTS, SUCH AS SEED AND/ORIRRIGATION MAY BE NECESSARY.PLANT SCHEDULE NOTESDESCRIPTIONSYM.LANDSCAPE LEGENDQUANTITYSYMBOLBOTANICAL / COMMON NAMECONT.WATER USESHRUBSEUONYMUS FORTUNEI `EMERALD GAIETY` / EMERALD GAIETY WINTERCREEPERPLANT FACTOR 0.35 GAL.LOWJUNIPERUS SQUAMATA `BLUE STAR` / BLUE STAR JUNIPERPLANT FACTOR 0.15 GAL.VERY LOWPHILADELPHUS LEWISII / WILD MOCKORANGEPLANT FACTOR 0.35 GAL.LOWPINUS MUGO `PUMILIO` / MUGO PINEPLANT FACTOR 0.35 GAL.LOWPOTENTILLA FRUTICOSA `JACKMANII` / JACKMAN`S BUSH CINQUEFOILPLANT FACTOR 0.35 GAL.LOWRIBES AUREUM / GOLDEN CURRANTPLANT FACTOR 0.15 GAL.LOWROSA WOODSII / MOUNTAIN ROSEPLANT FACTOR 0.15 GAL.LOWSYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRYPLANT FACTOR 0.35 GAL.LOWSYRINGA VULGARIS 'PRESIDENT LINCOLN' / PRESIDENT LINCOLN LILACPLANT FACTOR 0.15 GAL.LOWGRASSESCALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASSPLANT FACTOR 0.31 GAL.LOWGROUND COVERSARCTOSTAPHYLOS UVA-URSI / KINNIKINNICKFIRST ROW 12" FROM EDGE OF BED; PLANT FACTOR 0.31 GAL.LOWJUNIPERUS HORIZONTALIS `WILTONII` / BLUE RUG JUNIPERFIRST ROW 30" FROM EDGE OF BED OR CENTERED IN 6 FT WIDE BED; PLANT FACTOR 0.11 GAL.LOWPERENNIALSGAILLARDIA X GRANDIFLORA `GOBLIN` / GOBLIN BLANKETFLOWERFIRST ROW 12" FROM EDGE OF BED; PLANT FACTOR 0.11 GAL.LOWEGJPLPmPoRRwSaSKF*******SPACING36" o.c.36" o.c.72" o.c.48" o.c.48" o.c.48" o.c.60" o.c.42" o.c.72" o.c.36" o.c.24" o.c.60" o.c.24" o.c.QTY9538821814223029252664,177173323QTY101088311151STONE MULCH1,800 SF4" DEPTH OF 3/4" TO 2" MIXEDGRANITE ROUNDED RIVER ROCKOR APPROVED EQUAL. INSTALLDEWITT 5OZ WEED BARRIERFABRIC IN ALL PLANT BEDS UNDERGRAVELDESCRIPTIONSYM.QUANTITYPERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25L3PLANT SCHEDULEPLANT SCHEDULE PERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25L4LANDSCAPE NOTES& DETAILSLANDSCAPE NOTES & DETAILSLANDSCAPE PLANTING NOTES AND MATERIALS PPWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXPPPPPPPPPPPPPPPPPPPPPPPPPPPPcccccccccccccccccccccWWWWWWWWWWWWWWWWW5951415cccccccccEJBWWWWWWWWWWW W W W XXXXXXXXXΔ=2°27'41"R=3169.04L=136.14 W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W PERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25IRRIGATION PLANL5IRRIGATION PLANSCALE: 1"=20'MATCHLINE - SEE RIGHT MATCHLINE - SEE LEFTACCESS DRIVETRASHENCLOSUREACCESSDRIVEMATCHLINE - SEE PHASE 2 (HOTEL & 19TH AV)MATCHLINE - SEE PHASE 2 UNDER SEPARATE SUBMITTAL PHASE 2HOTELNOT A PARTSEE SEPARATESUBMITTALPROPERTYLINEPROPERTYLINEPROPERTYLINEPROPERTYLINE ANDRIGHT-OF-WAY LINEN. 19TH A V E .PHASELINEPROPOSEDCHICK-FIL-ARESTAURANTSTORAGETRAILTRAILPLAZATRAILTRAILPHASE 1 WORK TOINCLUDEINSTALLATION OFIRRIGATION MAINLINEAND GATE VALVESALONG THE NORTHEDGE OF THE TRAILINSTALL IRRIGATION MAINLINE ADJACENT TO PHASE2 PROPERTY / R.O.W. LINE AND CONNECT TOEXISTING WELL WATER SUPPLY AS PART OF PHASE1. SEE SHEET L6 FOR CONTINUATION.COORDINATE SLEEVEINSTALLATION WITHINSTALLATION OFPAVEMENTS, CURBS ANDOTHER HARDSCAPE, TYP.MOUNT RAIN SENSOR ON WEATHEREXPOSED PORTION OF TRASHENCLOSURE WALLMOUNT CONTROLLER ON EXTERIORWALL. INPUT: 117VAC +/-10%, 60 HZ.OUTPUT: 26.5 VAC, 1.5 A. INSTALL 1"DIAMETER PVC CONDUIT FOR 24VELECTRICAL WIRING FROM THECONTROLLER TO LANDSCAPE AREA.PAINT CONDUIT TO MATCH COLOR OFTRASH ENCLOSURE WALLNOTE:THE IRRIGATION POINT OF CONNECTION IS ATAN EXISTING WELL ON THE HOTEL SITE(PHASE 2). SEE SHEET L6. COORDINATE WITHOWNERS AND PHASE 2 HOTEL CONTRACTOR.DIVISION LINE BETWEENCOMMON OPEN SPACEAND CHICK-FIL-A SITESMOUNT RAIN SENSOR FOR COMMONOPEN SPACE ON WEATHER EXPOSEDPORTION OF EXTERIOR OF STEELPEDESTAL ENCLOSURE.MOUNT CONTROLLER FOR COMMON OPENSPACE ON IN STEEL PEDESTAL. INPUT: 117VAC+/-10%, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. INSTALL1" DIAMETER PVC CONDUIT FOR 24VELECTRICAL WIRING FROM THE CONTROLLERTO LANDSCAPE AREATHIS CONTROLLER SERVES THE COMMONOPEN SPACE AS WELL AS THE STREET R.O.W.PHASE 219TH AV R.O.W.NOT A PARTSEE SEPARATESUBMITTALMATCHLINE - SEE PHASE 2(19TH AVE R.O.W.) UNDERSEPARATE SUBMITTAL.IRRIGATION ZONE 8C IS TO BE INSTALLED AS PART OF PHASE 2 -19TH AVE R.O.W. CONTRACTOR SHALL INSTALL IRRIGATIONWIRING FROM THE COMMON OPEN SPACE CONTROLLER TOSERVE IRRIGATION ZONE IN THE 19TH AVE R.O.W.. BUNDLEWIRES IN A TEMPORARY VALVE BOX NEXT TO THE GATE VALVE.UNDER SEPARATE SUBMITTALPHASELINEINSTALL IRRIGATIONMAINLINE ADJACENT TOTRAIL AS PART OFPHASE 1.STUB ANDVALVE FORPHASE 2IRRIGATIONDIVISION LINE BETWEENCOMMON OPEN SPACEAND CHICK-FIL-A SITESFOR IRRIGATIONINSTALL SLEEVES ACROSSACCESS DRIVE AND TRAIL /WALKS AS PART OF PHASE 1INSTALL GATEVALVE AS PARTOF PHASE 1PATH"C" INDICATES A VALVE FOR THECOMMON OPEN SPACE, TYP."C" INDICATES A VALVE FOR THECOMMON OPEN SPACE, TYP.DRIP ZONE 1C TO EXTEND INTO THIS GROUND-COVER AREA AS PART OF PHASE 2. INSTALLPHASE 1 IRRIGATION TO ACCOMMODATE THISEXTENSION.NO IRRIGATIONIN NON-TURFGRASS AREAS,TYP.NO IRRIGATION IN NON-TURFGRASS AREAS, TYP. WWWW W WWWWWW WWWXXXΔ=6°11'37"R=3169.04L=342.56Δ=2°27'41"R=3169.04L=136.14WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWN 19TH AVEWWWWW BOLS78°30'11"W 2045.51'S15°5 3 ' 3 5 " W 2 0 4 5 . 5 1 '201418PERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25IRRIGATION PLANL6IRRIGATION PLANSCALE: 1"=20'MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET L1MATCHLINE - SEE LEFTPROPERTYLINE ANDRIGHT-OF-WAY LINEN. 19TH AVE. N. 19 T H A V E .I-90 RAMPACCESSDRIVEPHASE 2HOTELNOT A PARTSEE SEPARATESUBMITTALPHASE 2HOTELNOT A PARTSEESEPARATESUBMITTALPROPERTYLINE ANDRIGHT-OF-WAY LINEPROPERTYLINE ANDRIGHT-OF-WAY LINEPROPERTYLINE ANDRIGHT-OF-WAY LINETRAILEXISTING WELLTO BE THESOURCE OFWATER FOR THEIRRIGATIONSYSTEM FORPHASES 1 AND 2.EXISTINGVEGETATION TOREMAIN, TYP.EXISTINGVEGETATIONTO REMAIN,TYP.EXISTINGVEGETATION TOREMAIN, TYP.PHASE 2PROPERTYLINEPHASE 2PROPERTYLINEPHASE 1 WORK TO INCLUDEINSTALLATION OF IRRIGATIONSYSTEM FOR THE CHICK-FIL-ASITE AND THE COMMON OPENSPACE AREAS. INSTALLATIONOF OTHER SPECIFIC ITEMSWITHIN THE 19TH STREETR.O.W. ARE INCLUDED IN PHASE1 AS SPECIFICALLY NOTED INTHIS PLAN SET. PHASE 1 ALSOINCLUDES INSTALLATION OFMAINLINE AND VALVES ALONGTHE NORTH EDGE OF THETRAIL, INSTALLATION OF THEP.O.C. AND THE MAINLINE TOCONNECT WITH P.O.C.CONNECT MAINLINE TO POC ATEXISTING WELL EXACTLY ASSHOWN. PROVIDE SLEEVE ASSHOWN. PROVIDE MARKERS TOINDICATE EXACT LOCATION OFINSTALLED IRRIGATIONEQUIPMENT. COORDINATE WITHFUTURE PHASE 2 PROJECT CURB,PLANT BED AND TREE LOCATIONS.STUB OUT ANDCAP FOR PHASE2 IRRIGATIONSTUB OUTAND CAPFOR PHASE 2IRRIGATIONSTUBOUT ANDCAP FOR PHASE2 IRRIGATIONSTUB OUT ANDCAP FORPHASE 2IRRIGATIONWALKPHASE 2 19THAVE. R.O.W.NOT A PARTSEESEPARATESUBMITTALPHASE 2 19THAVE. R.O.W.NOT A PARTSEESEPARATESUBMITTAL PERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25L7IRRIGATION NOTES& DETAILSIRRIGATION NOTES & DETAILS” ” ” LANDSCAPE IRRIGATION NOTESDRIP IRRIGATION VALVENOT TO SCALE PERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25L8IRRIGATIONDETAILSIRRIGATION DETAILS4" - 6"PER SPECIFICATIONSPER SPECIFICATIONSFRONT ELEVATIONRIGHT ELEVATION412341234LEGEND:IRRIGATION CONTROLLER (ACC) PER PLANIRRIGATION CONTROL WIRE IN CONDUITSIZE AND TYPE PER LOCAL CODESELECTRICAL SUPPLY CONDUITCONNECT TO POWER SOURCE, J-BOX INSIDECONTROLLERADJACENT SURFACE TO MOUNT CONTROLLER PER PLANNOTEMOUNT CONTROLLER LCD SCREEN AT EYE LEVEL,CONTROLLER SHALL BE HARD-WIRED TO GROUNDED110 VAC POWER SOURCE PERMIT04/03/2025Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERLRP / JMVDRAWN BYNO.DATEDESCRIPTIONBOZEMAN, MTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A 3204 N. 19TH STREET BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:CHICK-FIL-A BOZEMANDial 811Call before you dig.Know what's below.Or 1-800-551-8344SIGNED 04/03/25REVISED PER COMMENTS104/03/25L9IRRIGATIONDETAILSIRRIGATION DETAILSDripline Maximum Lateral Lengths (Feet)Inlet Pressure psi12" Spacing18" Spacing24" SpacingNominal Flow (gph)Nominal Flow (gph)Nominal Flow (gph)0.60.90.60.90.60.9152731553142504243222031816935329450836830360230413350586414403952554654026524745041728552842072048860460290596455780514DRIPLINE CENTER FEED LAYOUTNOT TO SCALEDRIPLINE END FEED LAYOUTNOT TO SCALE····0.60.90.60.90.60.9152731553142504243222031816935329450836830360230413350586414403952554654026524745041728552842072048860460290596455780514Inlet Pressure psiNominal Flow (gph)12" SpacingNominal Flow (gph)18" Spacing24" SpacingNominal Flow (gph)Dripline Maximum Lateral Lengths (Feet)····DRIPLINE IRREGULAR SHAPED LAYOUTNOT TO SCALEDRIPLINE ODD CURVES LAYOUTNOT TO SCALE·····BOTTOM 1/3OF SLOPETOP 2/3OF SLOPEDRIPLINE SLOPED LAYOUTNOT TO SCALE STORAG E RE: KITCH E N FOR SH E L V I N G IN THIS A R E A STM STM STM STM STM S T M S T M S TM STM S T M S T M S T M STM STM S T M S T M S TM STM STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM STM STM STM STM STM STM S T M S T M S TM STM S T M S T M S T M STM STM S T M S T M S TM STM STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM STM <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>J GAS GASGASGAS GAS GAS GAS COMM COMMCOMMCOMM COMM COMM2''WGAS GAS GAS GAS GAS GAS GAS GAS GASCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMUGEUGEUGEUGEUGEUGEUGEUGEUGE JJ U G E U G E U G E U G E UGEUG E UGE UGE UGEUGEUGEUGEG A S G A S G A S G A S GASG A S G A S GASGASGAS GASGASC O M M C O M M C O M M C O MM C OM M C OMM COMM COMMCOMMCOMMCOMMOSWW VWWWWWWWWWWWWWSSSSCOMMGASUGESSSSC OCOSSCOCOWUGEUGEUGEUGEUGEUGEUGEWWSTM STM STM STM STM S T M S T M S TM STM S T M S T M S T M STM STM S T M S T M S TM STM STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM STM <><><><><><><> < > < > < > < > < > < > < > < > < > < > < > < > <> < > < ><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>U G S T O R M W A T E R FA C I L I T Y S E R V I N G P H A S E 2 UG S TO RMW A T ER F A C I L I T Y S ER V I NG P H A S E 1 ( D E T A I L E D P L A N S A NDRE PO R T S S U BM I T T E D W I T H P H 1 S I T E P L AN )N 19TH AVEH W Y 9 0 O N R A M P H W Y 9 0 PHASE 1/CFA SEE PH 1 SITE PLAN PLANS FOR MORE DETAILED INFORMATION PHA S E L I N E PHASE LINE PHASE LINEPHASE LINEPH 2 FUTURE DEVELOPMENT DETAILED STORMWATER PLANS WILL BE SUBMITTED WITH PH 2 SITE PLAN APPLICATION GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGP UGP UGP UGP UGP UGPU G P UG P UG P UG P U G P UG P U G P U G P UG P U G P U G P U G P UG P UG P U GP UGP UG P UGP UGP UGP UG P UGPUG P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSWRSWRSWR SWRSW R SW R SW R SW R SWR SW R SW R SW R SW R SWR SW R SW R SW R SW R SWR SWR SW R SW R SW R SW R SWRSW R SW R SW R SW R S WR SW R SW R SW R SW R S W R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW RWWWWWWWWWWWWWWWWWWWWWWWWWGAS GAS GAS GAS GAS GAS GAS UGP UGP UGP UGP UGP UGPUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIB UG-FIB UG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCURB AND GUTTER AROUND FULL PHASE 1 PARKING LOT AND N-S ACCESS ROAD. PORTIONS OF CURB WILL BE REMOVED DURING PHASE 2 IMPROVEMENTS. EXISTING CULVERT TO REMAIN INV IN 4672.18 INV OUT 4671.37 EXISTING FENCE TO BE REMOVED ALONG ENTIRE N 19TH FRONTAGE N 19TH ROW AND PROPERTY LINE UTILITIES TO BE ABANDONED/RELOCATED IN COORDINATION WITH UTULITY COMPANY(TYP) FUTURE PH 2 APPROX. LOCATION OF STORMWATER DISCHARGE EXT'G 24" CULVERT TO REMAIN INV IN 4667.99 EXISTING GRADE N 19TH AVE ℄ EXT'G 24" CULVERT TO REMAIN INV IN 4667.09 PROPERTY LINE N 19TH IMPROVEMENTS BY OTHERS EXT'G HWY 90 ONRAMP ROADSIDE DITCH PH 1 STORMWATER DISCHARGE, DETAILED PLANS AND REPORTS SUBMITTED WITH PH 1 SITE PLAN 30' TRAIL EASEMENT10' WIDE SHARED USE TRAIL13.09' 28.66' 105.00' 151.72' 60.00' 17.16' 30' SANITARY SEWER EASEMENT 24.00' 49.90' 42.95' 30.00' 30' 30' WIDE UTILITY EASEMENT 10' WIDE TELECOM EASEMENT 5' SIDE SETBACK 10' FRONT SETBACK 10' FRONT SETBACK CATCH BASIN (TYP), DETAILS SUBMITTED WITH PH 1 SITE PLAN CATCH BASIN (TYP), DETAILED PLANS SUBMITTED WITH PH 1 SITE PLAN STORMWATER MAIN (TYP) STORMWATER MAIN (TYP) STORMWATER MAIN (TYP) CATCH BASIN (TYP), DETAILS SUBMITTED WITH PH 1 SITE PLAN OPEN AREA DRIVE-THRU (CONCRETE) PARKING LOT (ASPHALT)TRASH ENCLOSURE L AND SCAPED L A ND S C A P ED LIGHTING (TYP) CATCH BASIN (TYP), DETAILED PLANS SUBMITTED WITH PH 1 SITE PLAN PATIO (TYP) IMPROVEMENTS BY MDT, INLET DISCHARGING INTO EXISTING SWALE AND MAINTAINING HISTORIC DRAINAGEWAYS 0 30'60' SCALE 1" = 30' N JLS 03/31/25 PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLANSTORMWATER OVERVIEWBOZEMAN, MONTANABRIDGER POINTFOR REVIEW OPEN SPACE TOTAL REQUIRED: 2% OF SITE AREA SITE AREA = 5.49 AC / 238,944 SF REQUIRED = 0.02 * 238,944 SF = 4,779 SF PROVIDED: PATIO AREA = 800 SF -PH 1 = 800 SF -PH 2 = 0 SF LANDSCAPE AREA = 64,284 SF -PH 1 = 36,070 SF -PH 2 = 28,214 SF TOTAL = 64,984 SF = 27% -PH 1 = 36,870 SF -PH 2 = 28,214 SF SITE ACREAGE: 238,932 SF (5.485 AC) PHASE 1: 121,461 SF PHASE 2: 117,471 SF TOTAL PERVIOUS: 50,148 SF (1.15 AC) PHASE 1: 20,598 SF (0.47 AC) PHASE 2: 29,550 SF (0.67 AC) TOTAL IMPERVIOUS: 188,784 SF (4.33 AC) PHASE 1: 100,863 SF (2.32 AC) PHASE 2: 87,921 SF (2.02 AC) SWR SWR SWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRW W W W W W W W W WWUG-FIB UG-FIB UG-FIB UG-FIB UG-FIB UG-FIBUG-FIBUG-FIBUG-FIBW W WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROPOSEDDRURY HOTEL29'20251418181754951415ccccccccccccccccccccccccccccccSTORA GE RE: KI T C H E N FOR S H E L V IN G IN THIS A R E ASTMSTM STMSTMSTMSTMSTMSTMS TM STMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMST M ST M ST MSTMSTM STMSTMSTMSTMSTMSTMS TM STMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMST M ST M ST M N 19TH AVE STMSTMSTMSTMSTMSTMSTMSTMS TM STMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMST M ST M ST M NJLS3/4/25PROJECT NO:DATE:ENGINEER:REVISIONSDATENO.DESC.325-05PHASING AND CONSTRUCTION MANAGEMENT PLAN BOZEMAN, MONTANA PHASE 2 TO BE CONSTRUCTEDIN THE FUTURE.THE PH 2 AREA WILL BE USED FOR PH1 CONSTRUCTION INCL. MAT'LSTAGING AND STORAGE, AND TRASHENCLOSURES.ANY SOILS DISTURBED DURING PHASE1 CONSTRUCTION MUST BE SEEDED,REVEGETATED, AND STABILIZED.PHASE 1 IS TO BEDEVELOPED FIRST -INCLUDING THEEASTERN CFA SITEAND THE 19TH ACCESSRDPHASE 2PHASE 1MDT WILL IMPROVE N 19THAVE ROW IN THE SUMMER OF2025. ANY WORK RELATED TOTHE ACCESS INTERSECTIONOR ROW WILL BECOORDINATED DIRECTLYWITH MDT.ACCESS ROADIMPROVEMENTSWILL BECOORD. WITHTHE MDTCURBING WILL BEINSTALLED COMPLETELYAROUND THE PHASE 1PARKING LOT. CURBINGWILL BE REMOVED WHERENECESSARY WHENPHASE 2 IS CONSTRUCTEDNOTES1)A SWPPP WILL BE REQUIRED FOR BOTH PHASES AND WILL DETAILCONSTRUCTION PHASING AND EROSION CONTROL MANAGEMENT, INCL. NOTLIMITED TO SHOWING POTENTIAL CONSTRUCTION FENCING, BMPS,DEWATERING WELLS ETC.2)NO SPOILS ARE EXPECTED TO BE REMOVEDCONSTRUCTION PHASING:PHASE 1 - PRE-CONSTRUCTION ADMIN MEETINGSPHASE 2 - SITE ACCESS: INSTALL STABILIZED VEHICLE ENTRANCE, INSTALLCONSTRUCTION FENCING, CREATE STABILIZED STAGING AREA,INSTALL PORTABLE TOILETS ETC.PHASE 3 - SITE CLEARING, GRUBBING, ROUGH GRADINGPHASE 4 - BUILDING CONSTRUCTION: MATERIALS MANAGEMENT AND GOODHOUSEKEEPING PRACTICES FOR BUILDING ACTIVITIES.PHASE 5 - FINAL GRADINGPHASE 6 - FINAL STABILIZATIONSCALE: 1"=70'11X17"PHASE 2 LIMITS OFDISTURBANCE. PHASE 2CONSTRUCTION MUST BECONTAINED WITHIN THEPHASE 2 AREA INCL. ALLSTOCKPILING, STAGINGAREA, WASTE, ETC.PHASE 1 LIMITS OFDISTURBANCE. PHASE 1CONSTRUCTION MAY USETHE ENTIRE SITE.PH 1 40 YARD ROLL OFFTRASH CONTAINERCONSTRUCTION ACCESS WILL BECOORDINATED WITH THE MDT. IT ISCURRENTLY UNKNOWN IF THE MDT N 19THAVE IMPROVEMENTS WILL HAPPENCONCURRENTLY WITH THIS PROJECT, ORWHICH OF THE STOP LIGHT ARROWS WILLBE PROGRAMMED AT THE TIME OFCONSTRUCTION.FOR REVIEWMASTER SITE PLAN BRIDGER POINT <><><><><><><><><><><><><><><><><><><> <> <> <> <> <> <> <> <> <> <> <> <> <> <> < > <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGAS GAS GASGASGAS GAS GASGASGAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGP UGP UGP UGP UGP UGPUGP UGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UGP UGP UGP UGP UGPUGPUGP UGP UGP UGP UGP UGPUGP UGP UGP UGPUGPUGP UGPUGP UGP UGP UGP UGPUGP UGP UGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UG P UGP UGP UG P UGP UGP UGP UGP UGP UGP UGP UGP UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPSWRSWRSWRSWR SW R SW R SW R SW R SWR SW R SW R SW R SW R S WR SWR SW R SW R SW R SWR SWR SW R SW R SW R SW R SWRSW R SW R SW R SW R S WR SW R SW R SW R SW R S W R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW R SW RWWWWWWWWWWCOMMCOMMCOMMWWWWWWWWWWWWWWWWWWWWWWWWWGAS GAS GAS GAS GAS GAS GAS COMM COMM COMM COMMCOMMCOMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOM M COMMCOMMCOMMCOMMCOMMCOMMCOMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COM M UGP UGP UGP UGP UGP UGPCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIB UG-FIB UG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBUG-FIBCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW0 30'60' SCALE 1" = 30' N JLS 12/03/24 PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. 325-05MASTER SITE PLAN APPLICATIONDEMOLITION PLANBOZEMAN, MONTANAEXT'G 24" CULVERT TO REMAIN EXT'G 24" CULVER TO REMAIN EXT'G 24" CULVERT TO REMAIN EXT'G BUILDING (ALREADY REMOVED) NOTES: 1)SUBGRADE SOILS BENEATH PROPOSED EXTERIOR SLABS AND PAVEMENTS WHERE THE EXISTING ASPHALT CONCRETE PAVEMENT CONFLICTS WITH PROPOSED GRADES SHOULD BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES BENEATH EXISTING GRADE. 2)REMOVE AND DISPOSE OFF SITE OF THE FOLLOWING EXT'G ITEMS: EXISTING FENCE EXT'G WELL TO REMAIN EXT'G UG COMMUNICATION STUB MAIN AND ABANDON EXT'G 8" WATER MAIN EXT'G 12" WATER MAIN EXT'G UTILITIES (TYP) PROPERTY LINE EXT'G UTILITY BOX TO BE MOVED IN COORDINATION WITH UTILITY COMPANY REMOVE GAZEBO FOUNDATIONS FOR REVIEW BRIDGER POINTREMOVE ASPHALT REMOVE ASPHALT REMOVE ASPHALT REMOVE ASPHALT AND DISPOSE OFF SITE (TYP) REMOVE ALL SIGNS AND LIGHT POSTS AND DISPOSE OFF SITE (TYP)N 19TH AVEHW Y 9 0 O N - R A M P REMOVE EXT'G TREES AND DISPOSE OFF SITE (TYP) REMOVE CULVERT AND DISPOSE OFF SITE ·CULVERT(S) WITHIN PROPERTY LINE ·TRASH ENCLOSURE AND APPURTENANCES ·TREES ·SIGNS, LIGHTING, AND POLES 3) PROTECT THE EXT'G: ·MAIN UTILITIES INCL. SANITARY SEWER MAIN, WATER MAIN, GAS LINE, TELECOMMUNICATIONS LINE, FIBER OPTIC LINE ·FENCE 4) COORDINATE WITH UTILITY COMPANIES ON RETAINING AND/OR MOVING/ABANDONING UTILITY LINES AND APPURTENANCES. 5) CONTRACTOR TO OBTAIN SWPPP FROM COB IF NECESSARY