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HomeMy WebLinkAboutC100_Existing-Site-Features+Topography 11-13-20//////////////////////// //////////////////////////////PSDSDSDSDSDSDSDSDSD SD SD SDSDSDS D S DWWWW WWSDSD WSDPPSDSD SDSDSDSDSDSDPWV WV DYH WV WV P PDYH DYH PPDYH WV WV WV WV WV WV WV WV WV WV WV PPW W W W W W W W W W W W W W WSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSNGNGNGNGNGNG BPBPBPBPBPBPB PBFBFBFBFBTB T B T BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVSD SDS2°21'23"W 493.32'N87°39'57"W 152.02' N88°30'36"W 189.83' N 4 3 ° 3 0 ' 2 0 "W 3 5 5 . 8 8 'N1°29'24"E 551.27'S87°55'12"E 799.23' EXISTING STORM WATER RETENTION BASIN WALTON STREAM-DITCHGROUNDWATER MONITORING WELL LOCATION (TYP) EXISTING 8-INCH PVC SANITARY SEWER MAIN (TYP) EXISTING WETLAND (TYP) WETLANDS WITHIN PROPERTY BOUNDARY TO BE FILLED UNDER SECTION 404 CLEAN WATER ACT PERMIT USACE NO. NWO-2013-02110-MTB AUTHORIZED SEPT 6, 2016 WATER VALVE RIM=4722.72 NUT=4715.23 WATER VALVE RIM=4720.84 NUT=4713.39 BLOW OFF VALVE AND CURB STOP WATER VALVE RIM=4722.58 NUT=4712.08 WATER VALVE RIM=4722.96 NUT=4715.47 SAN MH RIM=4731.18 INV S=4720.48 INV W=4720.40 SAN MH RIM=4732.18 INV NW=4719.87 INV E=4719.90 SAN MH RIM=4729.31 INV N=4717.92 INV SE=4718.02 SAN MH RIM=4724.99 INV N=4715.61 INV E=4715.59 INV S=4715.51 INV W=4715.48 24" RCP INV=4720.11 12" RCP INV=4721.11 STORM DRAIN INLET GRATE=4723.35 INV S=4721.15 STORM DRAIN INLET GRATE=4721.84 INV S=4716.94 INV W=4716.84 BLOW OFF VALVE AND CURB STOP SAN MH RIM=4728.76 INV N=4716.76 INV S=4716.86 EXISTING 12" WATER MAIN EXISTING 8" WATER MAIN EXISTING 8" SEWER MAIN PUBLIC STREET & UTILITY EASEMENT NO. 2622608 ZONE 1: 30' WATERCOURSE SETBACK EXISTING 31.00' WATER/SEWER EASEMENT PER COS 1215D EX 20' SEWER AND ACCESS EASEMENT EXISTING 100 YEAR FLOOD ELEVATION (APPROXIMATE) LOCATION CHANGED WITH PROPOSED DEVELOPMENT PROTECT EXISTING TREES, PROVIDE A FENCE AROUND DRIP LINE (TYP.) PROTECT EXISTING TREES, PROVIDE A FENCE AROUND DRIP LINE (TYP.) PROTECT EXISTING TREES, PROVIDE A FENCE AROUND DRIP LINE (TYP.) PROTECT EXISTING TREES, PROVIDE A FENCE AROUND DRIP LINE (TYP.) ZONE 2: 50' WATERCOURSE SETBACK EXISTING 20.00' STORM WATER EASEMENT 199FM1972 TSCHACHE LN R.O.W SIGN TO BE REMOVED CURB, GUTTER AND SIDEWALK TO BE REMOVED EXISTING 50' TEMPORARY CUL-DE-SAC 200FM369 TEMPORARY CONSTRUCTION EASEMENT NO. 2622609 60.0' ROW EXISTING ASPHALT EXISTING CONCRETE LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4725 4724.00 DELINEATED WETLANDS 11x17 HORIZONTAL SCALE: 1" = 100' GRAPHIC SCALE 0 (IN FEET) 25 502550 1 INCH = 50 FT Know what's below. before you dig.Call R TSCHACHE LANE GENERAL NOTES: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 3.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5.ALL EXISTING PROPERTY LINES, EASEMENTS, AND BUILDINGS ARE SHOWN ON THIS SITE PLAN. CONTROL POINT NO. LOCAL NORTHING LOCAL EASTING ELEVATION (FT)DESCRIPTION 204 55948.0883 46703.1954 4723.278 205 55754.9540 46499.78022 4724.595 213 56433.8438 46075.9591 4725.285 SURVEY CONTROL DATA HORIZONTAL DATUM:LOCAL GROUND COORDINATE SYSTEM - INTERNATIONAL FEET VERTICAL DATUM:CITY OF BOZEMAN DATUM X = SURVEY CONTROL POINT ALUMINUM CAP (AC) ALUMINUM CAP (AC) GPC 204 LOT 5 OF THE BRIDGER PEAKS VILLAGE SUBDIVISION - J-368 ZONING: B-2 TOTAL SITE AREA: 11.85 ACRES (516,186 SF) LOT 6A PT L A N D P H 2 SUBDIVIS I O N MONTANA KE Y S T O N E V E N T U R E S , LLC 17 LOCKWOO D D R . CHARLESTON , S C 2 9 4 0 1 - 1 1 9 0 ZONING: B-2 BRIDGER P E A K S TOWN CENT E R S U B . PH 1 & 2 BRIDGER PEA K S T O W N C E N T E R C/O REEF REA L E S T A T E SERVICES LLC SAN DIEGO, C A 9 2 1 0 1 - 2 7 8 6 LOT 3A MINOR SUB N O . 4 0 7 A CHRISTIAN CE N T E R F I R S T ASSEMBLY OF G O D 921 W. MENDE N H A L S T BOZEMAN, MT 5 9 7 1 5 - 2 2 3 9 ZONING: B-2ZONING: B-2ZONING: B-2 TRACT 2B1 COS 1215HLOWES HOME C E N T E R S I N C . MOORESVILLE , N C 2 8 1 1 7 BRIDGER PEAK S T O W N C E N T E R C/O REEF REA L E S T A T E SERVICES LLC SAN DIEGO, C A 9 2 1 0 1 - 2 7 8 6 BRIDGER PEAK S T O W N C E N T E R C/O REEF REAL E S T A T E SERVICES LLC SAN DIEGO, CA 9 2 1 0 1 - 2 7 8 6 BRIDGER PEAK S T O W N C E N T E R C / O REEF REAL EST A T E S E R V I C E S L L C SAN DIEGO, C A 9 2 1 0 1 - 2 7 8 6 ZONING: B-2 ZONING: B-2 ZONING: B-2 ZONING: B-2 BRIDGER PE A K S TOWN CENT E R S U B . PH 1 & 2 BRIDGER PE A K S TOWN CENT E R S U B . PH 1 & 2 LOT 4 BRIDG E R PEAKS VILLA G E SUBDIVISION COMMON ARE A M S T R GEN. DELIVER Y BOZEMAN, MT 5 9 7 1 8 LOT 4 WALT O N HOMESTEAD P H 1 SUBDIVISIO N MANHATTAN B A N K PO BOX 690 MANHATTAN, M T 5 9 7 4 1 205 213 ZONING: B-2 ZONING: B-2 REVIEWSUBMITTALDEVELOPMENTAPARTMENT UNITS IN BOZEMAN, MONTANAFARRAN REALTY PARTNERSBOZEMAN EAST MIXED-USE4202 BELTWAY DRIVE ADDISON, TX 75001hedk.com214.520.8878Engineering1800 RIVER DR. NO. • GREAT FALLS, MONTANA 59401406.761.3010 • tdhengineering.com3