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HomeMy WebLinkAbout004 EXISTING SITE FEATURES, TOPOGRAPHY, & DEMO PLAN4990 4995 5000 4991 49 9 2 4993 4994 4996 4997 4998 4999 5001 4990 499 5 49884989 4991 4992 4993 4994 4996 49854983498 3 4984 4986 4987 4988 49 8 5 4 9 8 2 49 8 3 4 9 8 4 4986 49875000 4998 499 9 4980 4 9 8 5 499 0 4995 4981 4982 498 3 498 4 4986 498 7 4988 4989 49 9 1 4992 4993 4994 4996 4997 49 8 5 49904 99 5 5 0 0 049 86 4 9 8 7 4988 4989 4991 49924993499449 9 6 4997499 8 4 9 9 9 5 0 0 149854990 49 9 5 500049 8 2 4983 4984 49864987498849894991 4992 4 99 3 4 9 9 4 4996499749984999500150025 0 0 3 4981 4981 4980 4979 4981 4980 497 8 4979 4984 4985 4985 49954 9 9 550004995499049854980498549 80 5001 5002 500 3BPBPS D D D D D D SSSSSSSSSSSSSS S S S S S S SS 8001874987.197CS 16014604983.863CS 16014744980.544CS 16014144996.248CS16014154996.781BO 8015624983.833CS 8015634983.677BO 5368709144983.833CS 5368709154983.677BO 8017665001.401WV8017675001.395WV 16014154996.781BO S700024991.746MHS-CL CO8003454980.389CO CO8003464982.113CO S8014435002.544MHS CO8015654970.969COCO5368709164970.969CO S S DDS S SD SD SDSSD SD SD D D SSSSSSSSSS WW W W W W W W W WWWWWWWWWWWS S S S S S S S SSSSSSSSSSW W W T W S. 19TH AVECANTERAVECAMBRIDGE DR EXISTING 10.00' PUE PER MINOR SUB. NO. 494 EXISTING 20.00' WIDE DITCH MAINTENANCE EASEMENT PER MINOR SUB. NO. 494 EXISTING 10.00' PUE PER MINOR SUB. NO. 494 EXISTING 10' PUE PER MINOR SUB. NO. 494 EXISTING 20' WIDE DITCH MAINTENANCE EASEMENT PER MINOR SUB. NO. 494 S S S S SS S WEST GRAF ST S88°58'29"W 1260.07' (M) N89°44'49"W 1300.07' (R) S0°17'01"E 1382.00' (M) S00°59'23"W 1330.03' (R) N89°05'06"E 437.90' (M) S89°38'12"E 437.91' (R) N89°05'06"E 358.48' (M) S89°38'12"E 358.48' (R) S46°05'07"E 75.80' (M) S44°48'25E 75.80' (R) N89°05'03"E 101.88' (M) S89°38'15"E 101.88' (R) N43°01'18"E 74.21' (M)N44°18'00"E 74.21' (R)N0°41'17"W 1170.06' (M)N00°35'25"E 1170.16' (R)N1°13'47"W 152.85' (M) N00°02'55"E 152.85' (R) SOUTHBRIDGE DR SUMMER VIEW LNS. 20TH AVES. 15TH AVE8" WATER STUB 62 LF OF 8" DUCTILE IRON STUB INV = 4972.15 8" WATER STUB 59 LF OF 8" DUCTILE IRON INV = 4971.83 8" SEWER MAIN STUB 53 LF OF SDR 35 PVC % 0.5% STUB INV = 4970.87 8"SEWER MAIN STUB 51 LF OF SDR 35 PVC @ 0.40% STUB INV = 4974.56 EX. 8" WATER STUB 98.5 LF OF DUCTILE IRON INV = 4975.40 SEWER MAIN STUB 98 LF OF 8" SDR 35 PVC @ 0.50% STUB INV = 4973.35 EXISTING 72" SDAD_3 RIM = 4981.05 INV OUT (N) = 4977.92 EXISTING 72" SD_MH4 RIM = 4981.90 INV IN (E) = 4973.66 INV IN (W) = 4976.12 INV IN (S) = 4977.23 INV OUT (N) = 4973.50 8" SEWER MAIN STUB INV = UNKNOWN EX. 24" RCP CULVERT 48" SS MH RIM = 4981.06 8" INV. IN (S) = 7970.60 8" INV. OUT (N) = 7970.40 EXISTING SSMH #16 RIM = 4980.11 8" INV IN (S) = 4974.36 8" INV OUT (W) = 49774.16 EXISTING SSMH-2 RIM = 4984.05 8" INV IN = 4977.48 8" INV OUT = 4977.28 EXISTING SSMH #15 RIM = 4984.24 8" INV IN (S) = 4972.86 8" INV IN (E) = 4972.86 8" INV OUT (W) = 4972.66 STORM DRAIN OUTFALL RCP CULVERT EX. RCP CULVERT RCP CULVERT EXISTING SSMH #14 RIM = 4981.45 8" INV IN (E) = 4971.36 8" INV OUT (W) = 4971.16 SDI_2 TBC = 4980.91 INV IN (S) = 4977.05 INV OUT (E) = 4976.88 SDI_1 TBC = 4980.97 INV OUT (N) = 4977.16 CI_2 TBC = 4980.96 INV OUT (E) = 4976.59 CI_3 TBC = 4981.00 INV OUT (E) = 4976.50 EXISTING 72" SD_MH5 RIM = 4980.97 INV IN (E) = 4975.04 INV IN (W) = 4974.90 INV IN (S) = 4973.34 INV OUT (N) = 4973.30 60" SDI_7 TBC = 4979.26 INV IN (S) = 4974.44 INV OUT (W) = 4974.34 SDI_6 TBC = 4979.26 INV OUT (N) = 4974.50 EXISTING SSMH-2-1 RIM = 4988.49 8" INV IN (S) = 4980.54 8" INV OUT (N) = 4980.34 EXISTING SSMH-2-2 RIM = 4993.16 8" INV IN (S) = 4983.10 8" INV OUT (N) = 4982.90 8" WATER STUB INV = UNKNOWN EX. 8" WATER STUB INV = UNKNOWN EXISTING 30' R.O.W. EXISTING 30' PUBLIC STREET & UTILITY EASEMENT GENERAL NOTES 1.HORIZONTAL AND VERTICAL INFORMATION SHOWN IS FOR REFERENCE ONLY AND SHALL BE FIELD VERIFIED BY CONTRACTOR IN ADVANCE OF MATERIAL PROCUREMENT. 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C004 EXISTING SITE FEATURES AND TOPOGRAPHY.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:LEE HAGEMAN ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA EXISTING SITE FEATURES, TOPOGRAPHY, & DEMO PLAN 5659.011 04 C004 RSP LRH MEE 03/15/2023 01/18/2023 MINOR S U B 235 ALDE R C R E E K SUBD I V I S I O N P H - 5 PB J- 4 7 9 ALLIS O N SUBD I V I S I O N COS 7 9 2 BLACKWOOD GROVES SUBDIVISION PB J-417 LOT A MINO R S U B 235A LOT 3 BLOC K 1 MINOR S U B 494 LOT 1 BLOC K 1 MINOR S U B 4 9 4 LOT 4 BLOCK 1 MINO R S U B 4 9 4 OPEN S P A C E ALDE R C R E E K SUBD I V I S I O N PH-5 PB J-4 7 9 LOT 7 BLOC K 1 4 ALDE R C R E E K SUBD I V I S I O N P H - 5 PB J-4 7 9 LOT 3 MINOR S U B 235A LOT 1 BLOCK 4 SOUT H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 LOT 1 BLOC K 5 SOUT H B R I D G E SUBD I V I S I O N PHASE 1 A PB J-5 0 7 PUBL I C P A R K SOUT H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 O.S. F BLACKWOOD GROVES SUBDIVISION PHASE 9 PB. J-714 EXISTING WELL AND ELECTRICITY SERVICE PANEL (MAY NEED TO BE REMOVED OR RELOCATED - CONTRACTOR TO COORDINATE) SOUTH RANGE CROSSING SUBDIVISION LOT 1 OF BLOCK 2 OF MINOR SUBDIVISION No. 494 ZONING: REMU | RESIDENTIAL EMPHASIS MIXED-USE TOTAL SITE AREA: 38.41 ACRES EXISTING BURIED POWER (MAY NEED TO BE REMOVED, RELOCATED, OR ABANDONED. CONTRACTOR TO COORDINATE) EXISTING STORM PONDS SURVEY CONTROL DATA CONTROL POINT NO.NORTHING EASTING ELEVATION DESCRIPTION 300 109032.87 376038.31 4983.50 100R 301 109110.40 377306.06 4980.88 MAG NAIL 302 109080.40 376571.50 4984.24 MH SOUTH RIM 303 108586.72 377348.98 4988.40 MAG NAIL 304 108323.25 376328.35 4992.60 60D 305 108033.10 377319.36 4994.73 MAG NAIL HORIZONTAL DATUM: ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT, INTERNATIONAL FEET VERTICAL DATUM: NAVD 88 LOCATION AND ELEVATIONS OF CONTROL ARE FOR GENERAL INFORMATION ONLY. SURVEY CONTROL SHALL BE VERIFIED AND A SURVEY CONTROL SHEET SHALL BE ISSUED FOR CONSTRUCTION PURPOSES. EXISTING STORM POND 305 304 300 301 303 R-2 ZONI N G R-1 ZONI N G R-2 ZONI N G R-3 ZONI N G REMU ZONI N G EXISTING IRRIGATION DIVERSION STRUCTURE EXISTING IRRIGATION DITCH EXISTING STORM POND EXISTING 3' X 3' INLET TBC = 4981.25 18" INV IN (S) STUB W/ END CAP = 4977.00 18" INV OUT (N) = 4976.86 100 200501000 SCALE IN FEET MASTER SITE PLAN MARCH 2023