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HomeMy WebLinkAboutC002ExistingConditionsDemo_06092021gas gas gas gas gas gas gasgasgasgasgasgasgasgasga s ga s ga s ga s ga s ga s ga s 1 3 2 4 5 11 1.5" Outside Diameter Pipe ga s B Utility Box Power Meter on Pole ohoh oh oh oh oh bt bt bt bt B B Juniper Trees Septic Lid from Prior Homesite Septic Permit As-Built Indicates 1500 Gal Tank was installed8" pvc riser B Bugug ugugugugugugB B Carsonite Post pvc Utility Risers (3)CCarsonite Post Gas Valve Gas Line "Retired In Place" from this Point to the Southeast Gas Line "Retired In Place" from this Point to the Northwest B ssssssss4x4 Marker Post ss C wmwmwmwmwmwmwmwmwmwmwm4x4 Marker Post C C C C pvc Utility Risers (2)CCarsonite Post bpbpB pvc Utility Riser - Power?8" di8" di8" di8" diCapped Well Casing No Buildings Observed No Buildings ObservedYELLOWSTONE MEMORIAL LLCPARCEL 1 & 2, & TRACT C - CERTIFICATE OF SURVEY 2581NELSON ROAD LLC - TRACT 1A - CERTIFICATE OF SURVEY 1372A 30' DEDICATED ROW - NELSON MEADOWS SUBDIVISION LIFT STATION TRACT NELSON MEADOWS SUB. BARTIMCO PROPERTIES, LLC LOT 26, BLOCK 7 NELSON MEADOWS SUBDIVISION BURLINGTON NORTHERN RAILROADRIGHT-OF-WAYFRONTAGE ROADCERTIFICATE OF SURVEY2332 & 2952LOT 1A BLOCK 6 NELSON MEADOWS SUBDIVISION 9.282 Ac. 404,304 Ft²ROYAL WOLF WAY (60')PRINCE LANE (60')w m w m w m w m wm wmwm wm wmwm wm wm wm wm C C 16" di16" di 16" di 16" di16" di16 " d i 16 " d i ss4x4 Marker Post C ss w m w m C 4" pvc Riser - See Surveyor's Note G As p h a l t C u t f o r I r r i g a t i o n L i n e s w m w m C CRim=4598.35 Inv Out(NE)=4591.86 ss ss ss ss ssssssss ssC C C C C ss8" pvc 8" pvc8" pvc8" pvc8" pvc8" pvc8" pvc8" pvc 8" pvc 8" pvcRim=4597.87 Inv In(SW)=4590.79 Inv Out(NE)=4590.56 Rim=4597.27 Inv In(SW)=4588.76 Inv Out(E)=4588.68 Rim=4596.01 Inv In(E)=4579.70 Inv In(S)=4579.71 Inv In(W)=4585.61 Inv Out(N)=4579.57 st ststststststststst ststst st C C C C C 24" hp 12" h p 24" hp24" hp24" hp24" hp12" hp 15" hp 18" hpRim=4595.95 Sump=4585.81 Inv In(E)=4587.2 Inv In(S)=4587.09 Inv Out(N)=4586.54 Rim=4594.38 Inv In(S)=4578.54 Inv Out(N)=4578.23 Flowline=4593.77 Sump=4589.81 Inv Out(E)=4590.31 Rim=4594.00 Sump=4585.21 Inv In(E)=4589.8± Inv In(S)=4586.04 Inv In(W)=4590.10 Inv Out(N)=4585.79 Rim=4592.53 Inv In(S)=4577.14 Inv Out(E)=4577.00 C Flowline=4591.50 Sump=4587.50 Inv Out(E)=4588.1 C Rim=4591.83 Sump=4584.48 Inv In(S)=4585.38 Inv In(W)=4587.90 Inv Out(E)=4585.07 Curb Cut Curb Cut Curb Cut Curb Cut Curb Cut Curb CutCurb Cut Curb Cut Curb Cut46004599 4598 4597 459 6 4595 4594 4593 4592 459145904589 4591 459 3 45944" pvc Riser - See Surveyor's Note G N88°57'33"E 600.74' (R-600.80')S6°33'44"E 446.65' (R-446.51')L1L2L3 N89°06'33"W 62.16'L=168.1 5 ',R =1 8 0 .0 0 ',D =5 3 °3 1 '2 8 "(R -16 8.12')S37°21'59"W 382.82' (R-382.69')N 5 3 ° 2 7 ' 0 2 " W 2 4 6 . 8 6 ' (R 1 - 2 4 6 . 9 0 ' )(R-682.82')N0°39'01"E 682.68'357.73' (R-357.85')324.95' (R-324.97')37.23' 20' Public Utility Easement 20' Public Utility Easement 10' Public Utility Easement 25' Public Trail Easement 30' Public Utility and Trail Easement 10' Public Utility Easement 10' Public Utility Easement 20' Public Utility Easement N89°10'27"W 648.25' (R-648.26')35.43'40 . 0 0 ' 40 . 0 0 '34.00'313.39'34.00'Turnaround Easement 66.19' (R-66.12')317.86'34.00'28.60'45.00'34.00'45.00' 5' 50' Wide Westerly Half of Yellowstone Pipeline Company Right-of-Way Easement per Book 113, Page 236. Per theNelson Meadows Subdivision Record Drawings this is a 10" gas/diesel pipeline approximately 3' deep. Pole #55 No Pole # Newly Constructed Gravel Trail Newly Constructed Gravel Trail Trail continues in ROW to Royal Wolf Way. Three Single Pole Sigms Gravel Pad in area of old house foundation. Approximately 5600 Sq. Ft. area. Unknown depth. Newly Constructed Asphalt Trail TURN AROUND EASEMENT TO BE ABANDONED EXISTING CONCRETE DRIVE APPROACH, SIDEWALK, CURB CUT, AND ASPHALT TO BE REMOVED BASIS OF BEARINGS OPUS Derived Geodetic North Lat. N 45° 43' 50.96258" Long. W 111° 05' 22.08145" NAD_83(2011)(EPOCH:2010.0000) COORDINATE TRANSFORMATION: FIELD WORK COMPLETED IN MONTANA STATE PLANE COORDINATES. A TRANSFORMATION HAS BEEN APPLIED BASED ON THE COMBINED SCALE FACTOR (0.99942201) AND CONVERGENCE ANGLE (-1.16270278°) FROM THE OPUS REPORT FOR BM1. STATE PLANE COORDINATES FOR BM1 ARE N: 544049.89 E: 1562768.95 UNDERGROUND PUBLIC UTILITIES WERE LOCATED FROM MARKS FOUND ON THE GROUND IN RESPONSE TO TICKET 20087065. 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 BENCHMARK: BM1 - FIRE HYDRANT BOLT BETWEEN E & L IN MUELLER - ELEVATION GENERATED BY NGS OPUS SOLUTION REPORT. ELEVATION = 4601.68 FEET (NAVD88 - COMPUTED USING GEOID18) BARTIMCO PROPERTIES, LLC LOT 2, BLOCK 5 NELSON MEADOWS SUBDIVISION BARTIMCO PROPERTIES, LLC LOT 16, BLOCK 4 NELSON MEADOWS SUB. LEGEND SANITARY SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WITH WATER VALVE / CONTROL POINT WATER SHUTOFF STORM DRAIN INLET UTILITY POLE TRANSFORMER TELEPHONE OR TELEVISION PEDESTAL POWER HANDHOLE DECIDUOUS TREE SPRUCE TREE OR AS NOTED CONCRETE ASPHALT GRAVEL SANITARY SEWER LINE STORM DRAIN LINE WATER LINE UNDERGROUND POWER - NORTHWESTERN ENERGY OVERHEAD UTILITY LINE UNDERGROUND GAS PIPELINE - PHILLIPS 66 PIPELINE LLC UNDERGROUND TELEPHONE OR FIBER OPTIC UNDERGROUND GAS - NORTHWESTERN ENERGY FOUND ORANGE PLASTIC CAPPED REBAR MONUMENT '16411' OR AS NOTED SIGNAL POLE WATER VALVE SINGLE POLE SIGN ss st wm bp oh ug bt gas DOUBLE POLE SIGN IRRIGATION CONTROL VALVE PROPERTY BOUNDARY - SUBJECT PROPERTY BOUNDARY - APPROXIMATE - ADJACENT EDGE OF DECIDUOUS SHRUBS AT DRIPLINE 1 HANDHOLE - BLACKFOOT COMMUNICATIONS C RECORD DISTANCE PER NELSON MEADOWS SUBDIVISION(R) CALCULATED CORNER POSITION - NOTHING FOUND OR SET THIS SURVEY CONTROL POINT TABLE POINT # 1 2 3 4 5 11 DESCRIPTION BM FH BOLT BETWEEN E & L IN MUELLER CP FH ARROW BOLT CP FH ARROW BOLT CP FH ARROW BOLT CP FH ARROW BOLT ORANGE PLASTIC CAPPED REBAR '16411' NORTHING 20000.00 20262.50 20139.62 20349.12 20737.84 20814.66 EASTING 30000.00 30201.24 29785.28 30530.08 30406.96 29787.96 ELEVATION 4601.68' 4600.07' 4599.43' 4597.49' 4595.00' 4589.45' Line Table Line # L1 L2 L3 Bearing S01°37'56"W S41°49'14"W S83°01'45"W Distance 14.82' 8.30' 14.92' (R) 14.91' 8.33' 14.95' 17 19 19 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY | ®PARCEL DISTRIBUTION FACILITYUPS BOZEMAN, MONTANASITE PLAN SUBMITTAL 04.21.2021 2021 Know what'sbelow.Callbefore you dig. L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C002.dwg C002 EXISTING CONDITIONS & DEMOLITION PLAN KAMPS 1 06.09.2021 SITE PLAN 01 BORNEMAN TO BE REMOVED TO BE REMOVED. TO BE REMOVED TO BE CUT AND CAPPED 2' BELOW EXISTING GRADE. TO BE REMOVED TO BE REMOVED EXISTING RETIRED GAS LINE TO BE REMOVED AS NECESSARY TO COMPLETE WORK. COORDINATE WITH NORTHWESTERN ENERGY. EXISTING PROPERTY BOUNDARY TO BE EXPUNGED. EXISTING SEPTIC TANK(S) TO BE ABANDONED IN PLACE, CRUSHED AND BACKFILLED. PUMP TANK(S)EMPTY IF NECESSARY PRIOR TO CRUSHING. 1 C002 EXISTING CONDITIONS & DEMOLITION PLAN NORTH 0 20 40 80 SCALE: 1" = 40' 1