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HomeMy WebLinkAbout023 Civil Plan C-106OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPB PB PB P B PB P B PB P B PB PB PB P CATV CATV CATV CATV CATV CATV CATV CATVB FOB FO B FOB FO B FOB FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO B FO SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC COM DUCT COM D U C T COM DUCT COM DUCT COM D U C T SMMIDDLE CREEK DITCHEXISTINGFIRE HYDRANTS. 3R D A V E N U E OPEN SPACE8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS12''W12''W12''W12''W12''W12''W12''WN89°56'14"E-260.50'(M)N90°00'00"E-260.48'(R)S00°06'50"E-86.98'(M)S00°00'00"E-87.02'(R)S5 1 ° 0 5 ' 3 4 "W - 2 7 9 . 5 4 ' (M ) S 5 1 ° 0 8 ' 2 9 "W - 2 7 9 . 4 8 ' (R ) N16°2 6 ' 2 7 " E - 2 3 3 . 9 1 ' ( M ) N16°2 9 ' 4 2 " E - 2 3 3 . 9 2 ' ( R ) 36' 'SD 36'' S D 36' 'S D 36''SD 36'' S D 36'' S D 36''SD36''SD36''SD 50' WATER SETBACKFIRETURNAROUNDANDLOADINGZONE FORDELIVERIESAND SOLIDWASTE5' SIDE S ET BA C K 30' WATER SETBACK8''SS 8''SS 8''SS 8''SS 8''SS 8''SSSMSMSM4''SS4''SSLITTLE HORSE DRIVEPROPOSEDSTREETLAMP10' SIDE SETBACK10' SIDE SETBACK10' REA R S ET B AC KN70°52'14"W-115.73'(M)N70°47'15"W-115.71'(R) W W W W W W W W W W W W 12''W12''W12'' W 12'' W 12'' W 12''W12''W12''W 12' 'W 12' 'W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W12''W12''W 12''W 12''W 12''W 12''W 12''W DELINEATED WETLAND1''W1''W1''W 1''W1''W1''W1''WIRRIGATIONMETER, STUB, ANDBACKFLOWPREVENTER1.5''WOUTDOOR PATIOPICP ENTRY WALK AREAW/ ROOF CANOPYCONCRETE ARCH PIPE I.D. = 3.65' X 2.20'IE = 5034.27CONCRETE ARCH PIPE I.D. = 3.65' X 2.20'IE = 5030.67CONCRETE PIPE I.D. = 24"IE = 5037.80CONCRETE PIPE I.D. = 18"IE = 5038.99CONCRETE PIPE I.D. = 24"IE = 5038.86CONCRETE PIPE I.D. = 18"IE = 5039.95PROPOSED LANDSCAPE BERM8''W 8''W 8''W 8''WBV PROPOSED SIDEWALK CONNECTINGTO ELLIS VIEW LOOPPROPOSED 5'WIDE BIKELANE6''WSM 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS 8''S S 8''S S 8''SS 8''SS 8''SS8''SSSM6''SS 10' LANDSCAPEBLOCK FRONTAGESETBACKWEST RETENTIONPONDWEST BUILDINGELEV: 5038'EAST RETENTIONPONDENTRANCEEAST BUILDINGELEV: 5036'ENTRANCE8' 'SD8''SD 8''S DMICRO POOL,OUTLETSTRUCTURE,AND 8" PVCMICRO POOL,OUTLETSTRUCTURE,AND 8" PVCPROPOSED 2' BIKELANE SHOULDERPROPOSED LANDSCAPE BERMPLATTED OPEN SPACE PER J-257LEGENDSURVEYED PARCEL BOUNDARYSUNDANCE SPRINGS SUBDIVISIONPHASE 1B BOUNDARYREQUIRED SETBACKS10' MAJOR CONTOURS2' MINOR CONTOURSROAD CENTER LINESEXISTING WATER LINESEXISTING SEWER LINESEXISTING STORM SEWER (RCP)PROPOSED 8" DIP PRESSURE MAINPROPOSED 8" PVC SEWER MAINPROPOSED 4" PVC SEWERSERVICE LINEPROPOSED K-COPPER WATERSERVICE LINE (1" DOMESTIC, 1.5"LANDSCAPE)MANHOLE (EXISTING/PROPOSED)PROPOSED WATER/SEWER EASEMENTEXISTING BURIED POWEREXISTING CATVEXISTING CHARTEREXISTING FIBEREXISTING OVERHEAD POWEREXISTING COMMUNICATIONS - DUCTPROPOSED SNOW STORAGE12''W12''W8''SS8''SS36''SD36''SD8''W4''SS4''SS1.5''W1.5''W1.5''W1.5''WSM8''SSSMB PB PB PB PB PB POHPOHPOHPOHPOHPOHP B FOB FOB FOB FOB FO CATVCATVCATVCATVCATVSPECSPECSPECSPECSPECCOM DUCTCOM DUCTCOM DUCTCOM DUCTCOM DUCTNOTES:1.WATER MAIN TIE IN LOCATIONS SUBJECT TO APPROVAL BYCITY ENGINEER.2.SEWER TIE IN LOCATIONS SUBJECT TO APPROVAL BY CITYENGINEER.3.ELECTRICAL SERVICE DESIGN TO BE COMPLETED BYNORTHWESTERN ENERGY.4.SEWER MAIN SIZING IS BASED ON AN ESTIMATED DAILYFLOW RATE OF 1,600 GPD5.WATER MAIN SIZING IS BASED ON AN ESTIMATED A WATERSERVICE DEMAND OF 28 GPM.6.CONTRACTOR TO CONFIRM LOCATION OF SERVICE LINETIE-INS AND PLACEMENT OF ALL NEW ELECTRICITY ANDCABLE UTILITIES.7.WHERE THEY CROSS SEWER LINES, WATER SERVICELATERALS MUST BE LAID TO PROVIDE A MINIMUM VERTICALDISTANCE OF 18" BETWEEN THE BOTTOM OF THE WATERSERVICE LATERAL AND THE TOP OF THE SEWER LINE, OR INA MANNER ALLOWED UNDER THE STATE PLUMBINGREQUIREMENTS DESCRIBED IN ARM 24.301.301(1) (ARM37.111.206).8.PROPOSED GAS METER LOCATIONS ARE SUBJECT TOREVIEW BY NORTHWESTERN ENERGY.08-01-2025© 2025 SYNERGY ENGINEERING AND KONSULTING (SEAK). THISDRAWING AND ASSOCIATED ELECTRONIC FILES ARE THE WORKPRODUCT OF SEAK AND REUSE OF FILES IS BY LIMITEDPERMISSION FROM SEAK.SHEET Date: Drawn By: Checked By: Revisions: SUNDANCE SPRINGS SUBDIVISION PHASE 1B, COMM LOT 2 BOZEMAN, MT 59715 S25, T2S, R5E Filename:SUNDANCE REDESIGN 6.7 (MARLENE SADAJ'S CONFLICTED COPY 2025-08-01).DWG Sheet:023 CIVIL PLAN C-106 Location:C:\USERS\MARLENE S\ANDERSON ENGINEERING DROPBOX\MARLENE SADAJ\SEAK PROJECTS\SUNDANCE SPRINGS - ROUND 2\CAD\ENGINEERING - CAD Plotted:8/1/2025 Plotted by:MARLENE SSCALE: 1"=30'3020106050407008/01/2025 SV MS 6.7 3731 Equestrian Lane, Suite 102., Bozeman, MT 59718 Phone: (406) 624-6137 SYNERGY ENGINEERING AND KONSULTING C-106CIVIL PLAN 2" BLOWOFF VALVE AT ENDOF WATER MAINPROPOSED GAS AND WATERMETER LOCATIONSPROPOSEDWATER/SEWEREASEMENT