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HomeMy WebLinkAbout2 V001 TOPOGRAPHY SURVEY8" PVC 8" PVC 8"8" PVC 8" PVC 8" PVC8" PVC8" PVC8" PVC15" PVC15" PVC15" PVC15" PVCohohohohohohohohohohohst st st st st st st st 2" Dia. Red Conduit 2" Dia. Red Conduit 2" Dia. Red Conduit 3" Dia. Conduit 5/8" Dia. Rebar 1 3 4 2 gasgasgasgasgasgasgasgasgasgasgasgasgasgasbp bp bp bp bpststst st st T Post (Painted Green) T Post (Painted Green)bt bt btbtbtbtbtbtbtbt2" Conduit 2" Conduit wmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wm wmstst W GARFIELD ST (90' ROW) LOT 2 LOT 1 BLOCK 1BLOCK 2PHASE 2PHASE 2OPEN SPACE LOT 1 PUBLIC PEDESTRIAN ROW OPEN SPACE LOT 2 PUBLIC PEDESTRIAN ROW OPEN SPACE LOT 1 STORM WATER FACILITY EASEMENT 30' Storm Water Facility Easement 10' Public Utility Easement per Doc. No. 2712978 40' Public Street and Utility Easement per Doc. No. 2716632 & 2717420 Rim=4853.65 Inv Out(S)=4848.60 Rim=4854.75 Inv In(N)=4848.09 Inv Out(SW)=4848.00 Rim=4856.93 Inv In(NE)=4847.09 Inv Out(S)=4846.98 Rim=4860.48 Inv In(E)=4845.89 Inv In(S)=4845.98 Inv In(N)=4845.96 Inv Out(W)=4845.89 Rim=4857.85 Inv In(E)=4844.98 Inv In(S)=4844.98 Inv In(N)=4845.00 Inv Out(W)=4844.82 Rim=4855.21 No measurements made Rim=4852.42 No measurements made Rim=4857.18 Floor=4851.73 Rim=4855.99 Floor=4852.88 Rim=4855.38 Floor=4849.38 Rim=4854.62 Inv In(E)=4849.00 Inv Out(W)=4849.19 Top of Weir=4849.51 Rim=4855.62 Inv In(E)=4853.12 Inv Out(W)=4853.02 Rim=4855.94 Floor=4851.69 Rim=4849.48 Inv In(E)=4845.65 Inv Out(W)=4845.33 Top of Weir=4847.53 Floor=4843.88 Rim=4851.11 Inv In(E)=4848.16 Inv Out(W)=4848.03 Floor=4846.61 Rim=4852.05 Floor=4846.85 Rim=4852.14 Floor=4848.24 YPC on 5/8" Illegible Cap 4" Dia. Gas Conduit Gas Line Indicator Post Gas Line Indicator Post Gas Line Indicator Post Gas Line Indicator Post Gas Line Indicator Post4849485048554 8 5 5 4860 48554865 4855 4855 48 5 5 4855 4860 4862 4855 4865 4860485 5 4865 4867 4860 4855 4851 4852 4854 4854 4850 48534859 4852 The Oxbow Decorative Sign wm wm w m w m wmwmCOTTONWOOD LANE (120' ROW)st st stst8"8"8"8"8"8"8"8"8"8"18" RCP 30" RCP 18" RCP15"15"15" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE15" HDPEst15" HDPELOT 1 LOT 2 20' Utility Easement per M.S. No. 454 1' NO ACCESS STRIP 10' Public Roadway and Utility Easement (Typ.) 10' 10'TRACT 1, CERTIFICATE OF SURVEY 2229LOT 2 MINOR SUBDIVISION 454B LOT L MINOR SUBDIVISION 313 BLOCK 2PUBLIC PARK LOYAL GARDEN PHASE 1AALLEY (30' ROW)4852wmwm 15" HDPE Truncated Dome (Typ.) 26 8"ss ss ss st st st st st 15" HDPE 15" H D P E st X X X X X X XXXXXXXXXXMag Nail with 1.5" Disk 14535 Subsurface storm water retention tank lays within Open Space Lot 3 Subsurface storm water retention tank lays within Open Space Lot 1 Subsurface storm water retention tank lays east of Storm Drain Open Grate ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssss ssssssssssssssssssssssssssOPEN SPACE LOT 3 STORM WATER FACILITY EASEMENT B C C C C C 8" PVCD D D D D C CC B C C C C D C C 8" PVCwmbt bt bt bt btbpbpbpbpbp C D D NOTE: ROAD AND SIDEWALK EAST OF INTERSECTION OUT OF SURVEY SCOPE AREA. NO TOPOGRAPHY SHOWN. UTILITIES ARE DRAWN IN FROM STRUCTURE LOCATIONS ALLEY (30' ROW)STAFFORD AVENUE (60' ROW)wm Soil Stockpiles Soil Stockpile (Typ.) Construction Road CONTOUR INTERVAL = 1 FOOT NORTH SURVEYOR'S NOTE: 1.)PROJECT SITE HEAVILY COVERED BY TALL GRASS, WEEDS, CONSTRUCTION MATERIALS AND STOCKPILES DURING TIME OF SURVEY. UTILITIES SUCH AS WATER VALVES, MANHOLES, UTILITY STUBS, ETC. MAY HAVE BEEN MISSED DUE TO POOR VISIBILITY OF GROUND SURFACE 2.)STOCK PILES IN BLOCK 2, PHASE 2, LOT 1 ARE SUBJECT TO CHANGE. CONSTRUCTION CREWS WERE PULLING MATERIALS FROM SAID PILES DURING TIME OF SURVEY. 3.)FOR DETAILS CONCERNING STORM WATER RETENTION TANKS SEE THE COTTONWOOD SUBDIVISION INFRASTRUCTURE IMPROVEMENT PLANS. SHEET NUMBERS C4.0 THROUGH C4.3 AND DETAIL SHEET C6.5 UNDERGROUND PUBLIC UTILITIES WERE LOCATED FROM MARKS FOUND ON THE GROUND IN RESPONSE TO TICKET NUMBER'S 23115084 THROUGH 23115087. 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 EXISTING RECORDS OR ORAL RECOLLECTIONS. CALL TWO WORKING DAYS BEFORE YOU DIG - 811 B C D LEGEND STORM DRAIN MANHOLE OR 18" MAINTENANCE PORT FIRE HYDRANT / CONTROL POINT WATER SERVICE STORM DRAIN INLET ALC, 2" DIA. ON 5/8" REBAR MARKED 14535 UNLESS OTHERWISE NOTED CONTROL POINT WELL WATER VALVE STORM DRAIN OPEN GRATE 1 6 1 SANITARY SEWER MANHOLE UTILITY POLE GUYWIRE TRANSFORMER TELEPHONE PEDESTAL POWER METER OR POWER HANDHOLE SINGLE POLE SIGN LIGHT POLE - ONE LIGHT AND DIRECTION IRRIGATION CONTROL VALVE LIGHT POST SANITARY SEWER CLEANOUT 8" 15" DECIDUOUS TREE CONCRETE ASPHALT GRAVEL SANITARY SEWER LINE STORM DRAIN LINE WATER LINE SINGLE POLE SIGN ss st wm TRAFFIC PYLON 8" 15" 18" BOLLARD OR AS NOTED UNDERGROUND POWER OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE UNDERGROUND GAS FENCELINE - CHAINLINK bp oh bt gas FENCELINE - BARBED WIREX PROPERTY BOUNDARY - APPROXIMATE - SUBJECT PROPERTY BOUNDARY - APPROXIMATE - ADJACENT CONSTRUCTION TRAILERS EASEMENT LINES BENCHMARK: CP1 - FIRE HYDRANT ARROW BOLT - ELEVATION GENERATED BY NGS OPUS SOLUTION REPORT. ELEVATION = 4856.02 FEET (NAVD88 - COMPUTED USING GEOID18) COORDINATE TRANSFORMATION: FIELD WORK COMPLETED IN STATE PLANE FORMAT (MT2500). A TRANSFORMATION HAS BEEN APPLIED BASED ON THE COMBINED SCALE FACTOR (0.99943434) AND CONVERGENCE ANGLE (-1.17201389°) FROM THE OPUS REPORT FOR CP1. STATE PLANE COORDINATES FOR CP1 ARE N: 521434.67 E: 1559055.50 MON - PROPERTY CORNER MONUMENT YPC - YELLOW PLASTIC CAPPED REBAR AC - ALUMINUM CAPPED REBAR CP - CONTROL POINT FH - FIRE HYDRANT ROW - RIGHT-OF-WAY BM - BENCHMARK CONTROL POINT TABLE POINT # 1 2 3 4 26 DESCRIPTION BM FH ARROW BOLT CP MAG NAIL CP FH ARROW BOLT CP FH ARROW BOLT MAG NAIL WITH 1.5INCH DISK 14535 NORTHING 20000.00 19737.57 19523.98 19524.46 19539.06 EASTING 40000.00 39954.19 39986.34 40351.77 39543.62 ELEVATION 4856.02' 4857.02' 4862.85' 4864.72' 4854.60' L:\COTTONWOOD_23SUR\BIMCAD\Survey\BaseFile\COTTONWOOD_23SUR_TOPO_V001.dwg V001 SURVEY FIELD WORK COMPLETED SEPTEMBER 1, 2023 GONZALEZ PROJECT COTTONWOOD_23SUR VERNON DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |COTTONWOOD PHASE 24650 WEST GARFIELD STREETBOZEMAN, MONTANATOPOGRAPHY SURVEY 09.22.2023 NOT A BOUNDARY SURVEY2023