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FVCC_Trades InstituteTRADES INSTITUTE BUILDING TRADES TR A D E S I N S T I T U T E FL A T H E A D C O U N T Y C O M M U N I T Y C O L L E G E © 2026 | ALL RIGHTS RESERVED SI T E P L A N LEGEND SANITARY SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT / CONTROL POINT FIRE DEPARTMENT CONNECTION STORM DRAIN INLET TRANSFORMER POWER METER OR POWER BOX FOUND 5/8" REBAR NO CAP CONTROL POINT WATER VALVE SINGLE POLE SIGN DOUBLE POLE SIGN LIGHT POLE - ONE LIGHT AND DIRECTION GAS METER STORM DRAIN OPEN GRATE IRRIGATION CONTROL VALVE AS NOTED 2 SANITARY SEWER OR STORM DRAIN CLEANOUT 1 CONDENSER ROOF DRAIN TO GROUND SURFACE LIGHT POLE - TWO LIGHTS AND DIRECTION OVERHANG SUPPORT PILLAR SANITARY SEWER VAULT ELECTRIC MANHOLE DECIDUOUS TREE CONCRETE ASPHALT GRAVEL LANDSCAPING SANITARY SEWER LINE STORM DRAIN LINE WATER LINE UNDERGROUND POWER OVERHEAD UTILITY LINE UNDERGROUND FIBER OPTIC UNDERGROUND GAS FENCELINE - CHAINLINK ss st wm bp oh fo gas PROPERTY BOUNDARY - APPROXIMATE - SUBJECT PROPERTY BOUNDARY - APPROXIMATE - ADJACENT BUILDING EDGE OF VEGETATION AT DRIPLINE (GROUPING OF CONIFEROUS TREES) BUILDING OVERHANG BM - BENCH MARK CP - CONTROL POINT COS - CERTIFICATE OF SURVEY CMP - CORRUGATED METAL PIPE DIP - DUCTILE IRON PIPE FH - FIRE HYDRANT HDPE - HIGH-DENSITY POLYETHYLENE (CORRUGATED) MON - PROPERTY CORNER MONUMENT PVC - POLYVINYL CHLORIDE PIPE RCP - REINFORCED CONCRETE PIPE 6" 8" 12" SQUARE BOLLARD CONTOUR INTERVAL = 1 FOOT NORTH BENCHMARK: CP1 - FIRE HYDRANT ARROW BOLT - ELEVATION GENERATED BY NGS OPUS SOLUTION REPORT. ELEVATION = 3005.66 FEET (NAVD88 - COMPUTED USING GEOID18) UTILITY NOTE: UNDERGROUND PUBLIC UTILITIES WERE LOCATED FROM MARKS FOUND ON THE GROUND IN RESPONSE TO TICKET NUMBERS 26095068 AND 26095069. LOCATION OF EXISTING UTILITIES WERE DETERMINED IN ACCORDANCE WITH ASCE 38-02 'STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA'. THERE MAY BE OTHER EXISTING UTILITIES NOT INDICATED ON THIS DRAWING. UTILITY QUALITY LEVEL 'B' LOCATED FROM INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL 'C' LOCATED FROM INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL 'D' INFORMATION. UTILITY QUALITY LEVEL 'D' LOCATED FROM INFORMATION DERIVED FROM THE CITY OF KALISPELL'S GIS UTILITY MAPPING WEBSITE. CALL TWO WORKING DAYS BEFORE YOU DIG - 811 B C D COORDINATE TRANSFORMATION: FIELD WORK COMPLETED IN STATE PLANE FORMAT (MONTANA 2500). A TRANSFORMATION HAS BEEN APPLIED BASED ON THE COMBINED SCALE FACTOR (0.99947824) AND CONVERGENCE ANGLE (-3.53165833°) FROM AN AVERAGED POSITION OF FOUR OPUS REPORTS FOR CP1. STATE PLANE COORDINATES FOR CP1 ARE N: 1487131.00 E: 792911.34 (INTERNATIONAL FEET) bp bp bp bp gas gas gas gas gas gas bp bp bp bp bp bp bp bp ga s ga s bp bp bp bp b p b p f o f o fo fo fo fo fo g a s g a s ga s ga s ga s ga s ga s gas gas gas ga s ga s ga s g a s gasgas b p bp bp bp bp bp bp bp bp 2 3 4 5 6 1 TRACT 1 CERTIFICATE OF SURVEY #19311 TRACT 2A CERTIF I C A T E OF SURVE Y #17132 FVCC TRADES INSTITUTE 2215 US HIGHWAY 93 KALISPELL, MT 59901 EAST FINISHED FLOOR = 2998.77 WEST FINISHED FLOOR = 3003.45 FVCC MAINTENANCE BUILDING FINISHED FLOOR ELEVATION = 2997.90 TR A C T 3 A CE R T I F I C A T E O F S U R V E Y # 1 7 1 3 2 LOT 1 HUTTON RANCH SUBDIVISION PHASE 2 12"st 12"st 12"st 12"st 12"st12 " s t st 8" s t 36 " s t st 12"st 12" s t st st 12"st st st wm wm wm wm wm wm w m w m w m w m ss ss ss ss ss ss ss ss s s s s s s wm wm wm wm wm wm wm wm wm wm wm w m wm wm wm w m 8" s s 8" s s 8" s s 8" s s 6" ss 6" ss 6" s s b p b p bp 12"st 12"st 12"st oh bp bp bp bp bp bp bp bp bp bp bp bp ga s ga s 21 2 9 7 8 2980 298 5 299 0 2 9 9 3 299 0 2995 3005 3006 2975 2977 2976 29 8 0 2980 29 8 5 2995 29 9 2 29 9 0 29 8 5 2982 2 9 7 8 2 9 8 0 30 0 0 30 0 5 300 6 300 6 300 5 30 0 4 3 0 0 6 3005 3003 3 0 0 3 3 0 0 3 2997 2998 29 9 6 3000 30 0 2 3 0 0 3 3 0 0 3 3005 29 9 7 D D D D C C C C C D B B B B B C C 298 1 ga s ga s B B C wm C Clean Air Ventilator Vibraclean Unit Boulder Field Roll Gates Rim=2997.88 Inv Out(W)PVC=2994.48 Top of Water=2993.75 Rim=2997.85 Inv In(E)PVC=2994.85 Top of Water=2993.75 Rim=2998.46 Inv In(NE)RCP=2993.73(Abandoned) Inv Out(S)PVC=2994.48 Manhole Full of Debris/Dirt Rim=2998.51 Inv In(N)PVC=2993.56 Inv Out(S)PVC=2993.51(Sealed Pipe) Top of Vertical CMP 6"=2996.31 Rim=2998.56 Inv In(N)PVC=2992.56 Top of Water=2990.66 Overhead Garage Door (Typ.) Gas Valve 2" DIP From Ground to Building Wall Mount Power Box Rim=3002.49 Inv In(W)PVC=2997.49 Inv In(NW)HDPE=2995.89 Inv Out(E)HDPE=2995.84 Storm Water Treatment Unit Rim=3001.93 Inv In(W)HDPE=2995.53 Inv Out(E)HDPE=2995.53 Top of Vertical 15" PVC=2997.83 To Resistance=2991.43 Rim=3001.93 Inv Out(SE)HDPE=2996.84 Sump=2995.24 Rim=2998.02 Inv In(N)4" PVC=2992.52 Inv Out(E)PVC=2992.22 Top of Vertical 6" CMP=2996.22 Sump=2989.37 Rim=3006.46 Inv Out(S)RCP=2992.46 Culvert with End Treatment Invert (RCP)=2990.12 Invert (6" PVC)=2993.56 Rim=2980.94 Inv Out(E)HDPE=2978.84 Invert (HDPE)=2978.01 Invert (HDPE)=2981.71 Invert (HDPE)=2981.02 Beehive Topped Drain Inlet Rim=2995.51 Inv In(N)6" HDPE=2990.61 Inv Out(E)PVC=2990.21 Sump=2988.11 Trench Drain Invert (CMP)=2988.89 Outfall Invert Not Found Rim=2998.58 Top of Valve Tee=2993.13 Bottom of Structure=2991.28 Valley Gutter (Typ.) 10" Cinder Block Wall Approximately 16' Tall 10" Cinder Block Wall Approximately 16' Tall 8" Cinder Block Walls Covered Material Storage Curb Cut (Typ.) Unknown Concrete Vault Invert 36"(CMP)=2976.59 Invert 36"(CMP)=2976.28 Grade Breaks in Walk (Typ.) Wall Mounted Communications Box w/ 1" Conduit Truncated Domes (Typ.) Concrete Wall 2' Tall Force Main Sewer Line Swing Gate (Typ.) Swing Gate w/ Concrete Pads Monument bears Southwest of actual property corner per COS 17132 VICINITY MAP THIS SURVEY CONTROL POINT TABLE POINT # 1 2 3 4 5 6 21 DESCRIPTION BM FH ARROW BOLT CP MAG NAIL CP MAG NAIL CP MAG NAIL CP MAG NAIL CP MAG NAIL MON 5/8 REBAR NO CAP NORTHING 20000.00 19893.51 20097.23 20249.49 20267.63 20084.11 20383.76 EASTING 40000.00 40282.15 40311.60 40312.65 40183.74 40190.58 40715.60 ELEVATION 3005.66' 2993.18' 2996.41' 2997.18' 2998.16' 2998.02' 3004.12' DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY | FL A T H E A D V A L L E Y C O M M U N I T Y C O L L E G E 22 1 5 U S H I G H W A Y 9 3 KA L I S P E L L , M O N T A N A TOPOGRAPHY SURVEY 07.10.2026 2026 L:\FVCC\FVCC_OT\BIMCAD\Survey\BaseFile\FVCC_OT_V001.dwg V001 SURVEY FIELD WORK COMPLETED JULY 1, 2026 GONZALEZ PROJECT FVCC_OT VERNON