HomeMy WebLinkAboutCOTTONWOOD_(OXBOW) APARTMENTS_Water-Sewer-Record-Dwg484548504860487048454850486048704866.281+004865.81
4867.621+254865.23
4867.201+504864.87
4866.571+752+004864.19
4866.39
4863.84
4866.002+254863.48
4865.602+504863.19
4865.132+753+004862.86
4864.77
4862.56
4863.443+254862.17
4863.123+504861.76
4863.133+754+004861.30
4862.90
4861.06
4862.364+254860.87
4861.474+50PROPOSED GROUNDELEV. AT ALIGNMENTEXISTING GROUND ELEV.(APPROX.) AT ALIGNMENTPROPOSED GROUND ATALIGNMENTEXISTING GROUND (APPROX.)AT ALIGNMENTEXISTING 8" WATERMAIN & TEE.EXISTING 8" WATER MAINSTUBBED INTO PROPERTY.ELEVATION AT CONNECTIONPOINT IS APPROXIMATE.CONTRACTOR TO VERIFY.STA: 1+35.09 OFF: -5.31
8" GATE VALVE
STA: 1+35.85 OFF:-6.40
8" 11.25 DEG BEND
BLDG #5 WATER SERVICE
STA: 3+24.81 OFF:-5.50
8"X8"X4" TEE
BLDG #7 WATER SERVICE
STA: 3+39.56 OFF:-5.50
8"X8"X4" TEE
BLDG #7 FIRE SERVICE
STA: 3+29.86 OFF:-5.50
8"X8"X6" TEE
BLDG #5 FIRE SERVICE
STA: 3+34.27 OFF:-5.50
8"X8"X6" TEE
STA: 1+38.52 OFF:-7.52
8" 22.5 DEG BEND
R.O.W BOUNDARY
OPEN SPACE BOUNDARY
PIPE CROSSING:
STORM DRAIN
STA:2+15.85
PIPE CROSSING:
SEWER SERVICE
STA:3+62.57
PIPE CROSSING:
STORM DRAIN
STA:4+43.46INSULATE STORM XING4" XPS RIGIDFOAM OVER 6" OF SANDINSULATE STORM XING4" XPS RIGIDFOAM OVER 6" OF SAND4.01
18" MIN. CVR
4.91
18" MIN. CVR
1.87
18" MIN.
CVR FG @ 5.5' L. (TYP.)8.18'
(6.5' MIN)316.5'8" CL51 DIP - WATER MAINTYPE 'A' TRENCH BACKFILLTYPE 1 PIPE BEDDINGUPBUILDING #5APARTMENTTYPE B8,847 SFFFE = 4,864.004675 LOYAL DR.UNITS 1-28BUILDING #6APARTMENTTYPE A3,895 SFFFE = 4,866.404685 LOYAL DR.UNITS 1-121+002+003+004+005+00SSDSTSTSTSTSTSTST
STSTSTSTST
ST STSTWMWMWMWMWMWMWMWMWMSSSSSSSSSSFFFFFWSWSWSWSSSSSSS
SHYDSBPBPBPBPTFFFFWSWSWSBPBPBPBPSSWVWVWVWVWVFFWSBPBPBPBPBPBP
WVWVcoBPBPBPBPWVOSWWVWVNEW 30.00'PUBLIC UTILITYEASEMENT11.0SSMH-02 (48"∅)SSMH-01 (48"∅)OPEN SPACELOT 1 0.25 AC.LOT 2BLK. 32.51 AC.ABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTION07-31-2023 - RECORD DRAWINGSREVISIONSPROJECT:OWNER:PROJECT ADDRESS:1301 First Avenue, Suite 301Seattle, WA 98101http://www.gglo.comCONNIE ST. GEORGETOM SHELDONCOTTONWOOD SUBDIVISION5500 S COTTONWOOD RDBOZEMAN, MT 59718THE COTTONWOODPROJECTTHE COTTONWOOD PROJECT, LLC3112 LOS FELIZ BOULEVARDLOS ANGELES, CALIFORNIA 90039MARKDATEDESCRIPTION2019111.01®RECORD DRAWINGC310AWATER MAIN PROFILESITE PLAN PACKAGE 'A'1C310AWATER MAIN PROFILEHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'COB STANDARD NOTES:1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION,AND COB MODIFICATIONS TO MPWSS.2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATERSUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT AMINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS PRIOR TO CONSTRUCTION.11.25° BEND22.50° BENDREMOVE BLOWOFF ASSEMBLYCONNECT TO EXISTING STUB.NEW6" G.V.NEW4" G.V.NEW4" G.V.NEW6" G.V.NEW8" G.V.NEW 8" WATER MAIN
484548504860487048454850486048704860.874861.474+504860.48
4860.804+755+004860.07
4860.04
4859.65
4859.555+254858.55
4859.485+504856.96
4859.175+756+004855.50
4858.89
4855.21
4858.716+254854.96
4858.726+504854.38
4858.086+757+004854.59
4857.24
4855.02
4857.227+254855.58
4857.667+504856.02
4858.147+758+00PROPOSED GROUNDELEV. AT ALIGNMENTEXISTING GROUND ELEV.(APPROX.) AT ALIGNMENTPROPOSED GROUND ATALIGNMENTEXISTING GROUND(APPROX.) ATALIGNMENTSTA: 7+57.10 OFF: -8.96
8" GATE VALVE
BLDG #4 FIRE SERVICE
STA: 5+75.63 OFF:-5.49
8"X8"X6" TEE
HYDRANT LEAD
STA: 4+51.89 OFF:-5.50
8"X8"X6" TEE
STA: 7+55.29 OFF:-8.93
8" 45 DEG BEND
STA: 7+51.88 OFF:-5.50
8" 45 DEG BEND
BLDG #3 FIRE SERVICE
STA: 5+55.32 OFF:-5.51
8"X8"X6" TEE
BLDG #4 WATER SERVICE
STA:5+79.16
2" SERVICE SADDLE
BLDG #3 WATER SERVICE
STA: 5+52.61 OFF:-5.50
8"X8"X4" TEE
BLDG #2 WATER SERVICE
STA:6+90.42
2" SERVICE SADDLE
BLDG #1 WATER SERVICE
STA:7+42.31
2" SERVICE SADDLE
R.O.W BOUNDARY
BURIED POWER, GASUTILITIES, & CONDUIT.CONTRACTOR TOVERIFY LOCATIONOPEN SPACE BOUNDARY
PIPE CROSSING:
STORM DRAIN
STA:6+03.71
PIPE CROSSING:
SANITARY SEWER
STA:5+86.08
EXISTING 8" WATERMAIN STUBBED INTOPROPERTYPIPE CROSSING:
SANITARY SEWER
STA:7+27.31INSULATESTORM XING4" XPS RIGIDFOAM OVER 6"OF SAND4.35
18" MIN. CVR
5.02
18" MIN. CVR
INSULATESTORM XING4" XPS RIGIDFOAM OVER 6"OF SAND2.34
18" MIN.
CVR
2.09
18" MIN.
CVR INSULATESTORM XING4" XPS RIGIDFOAM OVER 6"OF SANDFG @ 5.5' L. (TYP.)6.58'
(6.5' MIN)307.9'8" CL51 DIP - WATER MAINTYPE 'A' TRENCH BACKFILLTYPE 1 PIPE BEDDINGSTA: 6+87.41 OFF:-5.50
BLDG #2 FIRE SERVICE
STA: 4+54.57 OFF: -5.50
8" GATE VALVEIE:4853.72BUILDING #1FITNESS CENTER2,499 SFFFE = 4,857.204680 W GARFIELD STBUILDING #3APARTMENTTYPE B8,847 SFFFE = 4,860.404670 W GARFIELD STUNITS 1-28MEV-1EV-1EV-14+005+006+007+008+00SSDSTST
STSTSTSTSTSTSTSTST
ST ST STSTWM
WMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSHYDSWSWSWSFFFFWSWSWSSS BPBPBPBPBPGASGASGASGASGASGASGASGASGASBPBPSSOSWWSWSWSWSOSWOSWWVWVWVWVWVWSWSWSSSBPBPBPBPBPBPBPBPBPBPPHCNDTCNDTCNDTSWVSS WVFFFFFFFFFBP BP BP BPPHNEW 30.00'PUBLIC UTILITYEASEMENT11.0SSMH-02 (48"∅)SSMH-03 (60"∅)LOT 1OPEN SPACELOT 1 0.25 AC.ABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTION07-31-2023 - RECORD DRAWINGSREVISIONSPROJECT:OWNER:PROJECT ADDRESS:1301 First Avenue, Suite 301Seattle, WA 98101http://www.gglo.comCONNIE ST. GEORGETOM SHELDONCOTTONWOOD SUBDIVISION5500 S COTTONWOOD RDBOZEMAN, MT 59718THE COTTONWOODPROJECTTHE COTTONWOOD PROJECT, LLC3112 LOS FELIZ BOULEVARDLOS ANGELES, CALIFORNIA 90039MARKDATEDESCRIPTION2019111.01®RECORD DRAWINGC311AWATER MAIN PROFILESITE PLAN PACKAGE 'A'1C311AWATER MAIN PLAN & PROFILEHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'COB STANDARD NOTES:1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION,AND COB MODIFICATIONS TO MPWSS.2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATERSUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT AMINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS PRIOR TO CONSTRUCTION.REMOVE BLOWOFFASSEMBLY AND CONNECTTO EXISTING STUBNEW HYDRANTASSEMBLY.BURY EL = 4861.50NEW 8" G.V.NEW 45° BEND.NEW 45° BEND.NEW 2" CURBSTOP.NEW 6" G.V.NEW 6" G.V.NEW 4" G.V.NEW 2" TRAFFICRATED CURBSTOP.NEW 6" G.V.NEW 2" TRAFFICRATED CURBSTOP.NEW 8" WATER MAIN
484248504860487048424850486048704863.484865.602+504863.194865.132+753+004862.864864.774862.564863.443+254862.174863.123+504861.764863.133+754+004861.304862.904861.064862.364+254860.87
4861.474+504860.48
4860.804+755+004860.07
4860.04
4859.65
4859.555+254858.55
4859.485+504856.96
4859.175+756+004855.50
4858.89
4855.21
4858.716+254854.96
4858.726+504854.38
4858.086+757+004854.59
4857.24
4855.02
4857.227+254855.58
4857.667+504856.02
4858.147+758+00PROPOSED GROUNDELEV. AT ALIGNMENTEXISTING GROUND ELEV.(APPROX.) AT ALIGNMENTPROPOSED GROUND ATALIGNMENTEXISTING GROUND (APPROX.)AT ALIGNMENTSSMH-01 (48"∅)STA:3+14.88 OFF:5.50RRIM:4864.23IE OUT (N):4857.60 8"
SSMH-02 (48"∅)
STA:4+95.80 OFF:5.50R
RIM:4860.23
IE IN (S):4853.90 8"
IE OUT (N):4853.71 8"
SSMH-03
STA:7+52.52 OFF:5.50R
RIM:4857.96
IE IN (S):4850.06 8"
IE OUT (N) 4845.02*
*CONTRACTOR TO
FIELD VERIFY PRIOR
TO PROCURING MANHOLE.257' of 8" @ 1.42%181' of 8" @ 2.05%BLDG #7 SS SERVICE6" SDR 26 PVCSTA:3+18.88SEE DETAIL 2/C404A, TYP.PIPE CROSSING: WATER LINESTA:3+38.88 BLDG #5 SS SERVICE6" SDR 26 PVCSTA:3+62.57
PIPE CROSSING: STORM DRAIN
STA:4+43.46
PIPE CROSSING: WATER LINE
STA:5+76.09
PIPE CROSSING: WATER LINE
STA:5+79.09
BLDG #3 SS SERVICE
6" SDR 26 PVC
STA:5+86.05
BUILDING #4 SS SERVICE
4" SDR 26 PVC
STA:5+36.61
BLDG#2 SS SERVICE
4" SDR 26 PVC
STA:6+32.85
PIPE CROSSING: STORM DRAIN
STA:6+41.33
BLDG #1 SS SERVICE
4" SDR 26 PVC
STA:7+27.30
PIPE CROSSING: WATER LINESTA:3+29.87
1.55
DROP MANHOLE PERDETAIL 3/C404A.BURIED POWER & GASUTILITIES.CONTRACTOR TOVERIFY LOCATIONEXISTING 8" SEWERSANITARY SEWER MANHOLEPER DETAIL 1/C404A.R.O.W BOUNDARY
CITY PARK BOUNDARY
CITY PARK BOUNDARYSANITARY SEWER MANHOLEPER DETAIL 1/C404A.FG @ 5.5' R. (TYP.)IE:4857.56IE:4858.56IE:4854.32IE:4853.53IE:4852.78IE:4851.18INSULATE STORM XING4" XPS RIGID FOAMOVER 6" OF SANDINSULATE STORM XING4" XPS RIGID FOAMOVER 6" OF SAND1.501.52
PIPE CROSSING:
WATER LINE
STA:6+87.42
PIPE CROSSING:
WATER LINE
STA:6+92.67
1.65
1.55
1.56 INSULATESTORM XING4" XPS RIGIDFOAM OVER 6"OF SANDPIPE CROSSING: STORM DRAIN
STA:6+03.71APPROX HIGHGROUNWATERADA UNITBUILDING #2CLUBHOUSE6,907 SFFFE = 4,860.104650 W GARFIELD STBUILDING #1FITNESS CENTER2,499 SFFFE = 4,857.204680 W GARFIELD STBUILDING #3APARTMENTTYPE B8,847 SFFFE = 4,860.404670 W GARFIELD STUNITS 1-28BUILDING #5APARTMENTTYPE B8,847 SFFFE = 4,864.004675 LOYAL DR.UNITS 1-28MEV-1EV-1EV-111.752.004.00STSTco3+004+005+006+007+008+00SSSDSTSTSTSTSTST
STSTSTSTSTSTSTSTST ST
ST ST ST
STSTSTSTSTSTSTDWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSSSFFFFFWSWSWSWSSSSSSSSHYDSSS coWSWSWSFFFFFFFFFWSWSWSWSWSWSWSWSSS SS
BPBPFFFFFFFFFWSWSWSWSWSWSWSGASGASGASGASGASGASGASGASGASGASGASGASSSSSOSWWSWSWSWSOSWOSWWVWVWVWVWVWVWVWSWSWSWSWSWSWSWSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPPHCNDTCNDTCNDTCNDTSSSWVWVWVcococoSS SS WVFFFFFFFFFFFFFFBP BP BP BP BP BPPHNEW 30.00'PUBLIC UTILITYEASEMENT11.0SSMH-02 (48"∅)SSMH-03 (60"∅)SSMH-01 (48"∅)LOT 1BLK. 32.42 AC.OPEN SPACELOT 1 0.25 AC.LOT 2BLK. 32.51 AC.ABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTION07-31-2023 - RECORD DRAWINGSREVISIONSPROJECT:OWNER:PROJECT ADDRESS:1301 First Avenue, Suite 301Seattle, WA 98101http://www.gglo.comCONNIE ST. GEORGETOM SHELDONCOTTONWOOD SUBDIVISION5500 S COTTONWOOD RDBOZEMAN, MT 59718THE COTTONWOODPROJECTTHE COTTONWOOD PROJECT, LLC3112 LOS FELIZ BOULEVARDLOS ANGELES, CALIFORNIA 90039MARKDATEDESCRIPTION2019111.01®RECORD DRAWINGC314ASEWER MAIN PROFILESITE PLAN PACKAGE 'A'1C314ASEWER MAIN PLAN & PROFILEHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'NORTHNEW 8" SEWER MAINNEW CLEANOUT.IE OUT= 4854.71±IE IN = 4854.96±NEW GREASEINTERCEPTORNEW VENT LINES.SEE PLUMBING.SEE PLUMBING FORGREASE WASTECONNECTION.NEW 4" SANITARYSERVICE @ 2% MIN.NEW 4" SANITARYSERVICE @ 2% MIN.NEW CLEANOUT.CONNECT TO EXISTING SANITARYSTUB. FIELD VERIFY INVERT.NEW 4" SANITARYSERVICE @ 2% MIN.NEW 6" SANITARYSERVICE @ 1% MIN.NEW 6" SANITARYSERVICE @ 1% MIN.NEW 6" SANITARYSERVICE @ 1% MIN.NEW CLEANOUT.NEW 4" SANITARYSERVICE @ 2% MIN.NEW CLEANOUT.09.28.2021INFRA_RISER ROOM MODS3
4854486048704854486048704862.791+004862.321+254862.26
4864.711+504862.52
4864.771+752+004862.85
4865.30
4864.43
4865.222+254865.14
4865.582+504865.71
4865.762+753+004865.93
4865.81
4866.26
4865.953+253+50PROPOSED GROUNDELEV.EXISTING GROUNDELEV. (APPROX.)PROPOSED GROUNDEXISTING GROUND(APPROX)6.50' MIN COVER
STA: 1+59.01 OFF:0.00
8" 45 DEG BEND
BLDG 12 FIRE SERVICE
STA: 3+10.23 OFF:0.00
8"X8"X6" TEE
BLDG 11 WATER SERVICE
STA: 3+17.30 OFF:0.00
8"X8"X4" TEE
BLDG 11 FIRE SERVICE
STA: 3+15.33 OFF:0.00
8"X8"X6" TEE
BLDG 12 WATER SERVICE
STA: 3+13.22 OFF:0.00
8"X8"X4" TEE
STA: 3+28.44 OFF:0.00
8" 90 DEG BEND
W/ HYDRANT ASSEMLY.
FG @ HYD = 4866.52
REMOVE CAP AND
BLOW OFF INSTALL
8" GATE VALVE
STA:1+56.85
STORM SEWER
CROSSING
STA:2+18.32
4.04
18" MIN. CVR INSULATESTORM XING4" XPS RIGIDFOAM OVER 6"OF SAND171.7'8" CL51 DIP - WATER MAINTYPE 'A' TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING 8" DI WATER MAIN.ELEVATION AT CONNECTIONPOINT IS APPROXIMATE.CONTRACTOR TO VERIFY.8" IE = 4858.10 ±STORMDRAINCROSSINGINSULATESTORM XING4" XPS RIGIDFOAM OVER 6"OF SANDSTAFFORD AVE. -APPROXIMATE SECTION.HIGHGROUNDWATER(APPROX)UPUPUPADA UNITADA UNITBUILDING #10APARTMENTTYPE A3,895 SFFFE = 4,865.001340 S. STAFFORD AVEUNITS 1-12BUILDING #11APARTMENTTYPE C8,234 SFFFE = 4,866.001346 S. STAFFORD AVEUNITS 1-24DDD1+00
2+003+003+50SSHYDWS WS WMWMWMWMTBP
BP
BP
BP
BP BP BP BP BP BP BP
TB
P
BPBPBPPHBPBPBPBPBPBPPHTBPBP BPBPBPBP
WSWSWSFFFFFWV
WV
WV WVBPBPBPBPBPBPBPBPWV
WV coF F F BPBPBPBPBPBPBPBPBPBPPHPHPHPHWVOSWNEW 30.0' PUBLIC
UTILITY EASEMENTAB CDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTION07-31-2023 - RECORD DRAWINGSREVISIONSPROJECT:OWNER:PROJECT ADDRESS:1301 First Avenue, Suite 301Seattle, WA 98101http://www.gglo.comCONNIE ST. GEORGETOM SHELDONCOTTONWOOD SUBDIVISION5500 S COTTONWOOD RDBOZEMAN, MT 59718THE COTTONWOODPROJECTTHE COTTONWOOD PROJECT, LLC3112 LOS FELIZ BOULEVARDLOS ANGELES, CALIFORNIA 90039MARKDATEDESCRIPTION2019111.01®RECORD DRAWINGC310CWATER MAIN PROFILESITE PLAN PACKAGE 'C'1C310CWATER MAIN PROFILEHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'COB STANDARD NOTES:1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION,AND COB MODIFICATIONS TO MPWSS.2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATERSUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT AMINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS PRIOR TO CONSTRUCTION.NORTHNEW FIRE HYDRANTASSEMBLY. SEE5/C401C.SEE 1/C311C FORFIRE LINEPROFILE.NEW8" G.V.NEW4" G.V.NEW 8" 22.5° &11.25° BEND.SEE 2/C311C FORPROFILES.SEE 3/C311C FORPROFILES.NEW8" 90°BEND.NEW 8" WATER MAINNEW6" G.V.NEW6" G.V.NEW4" G.V.