HomeMy WebLinkAboutPRED21-0001 Draft PlansLOT932,180sqft.LOT 324,877 sqftLOT 435,627 sqftLOT 521,610sqftLOT 621,613sqftLOT 721,613sqftLOT 821,664sqftLOT 1029,423sqft100.0'100.0'100.0'Lot 11Area : 23107.67100.0'SETBACK100.0'SETBACKINSTALL STOP/STREET SIGN PERS-12A & S-13SHEET 4INSTALL STOP/STREET SIGN PERS-12A & S-13SHEET 4INSTALL FHSee Deatil Sheet 6Station=2+86.66Offset=22.00'INSTALLFH Offset=19.00'R300.00'R300.00'WMWMWMWM
WMWMWMWMWM
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WMWMStation=9+08.28Offset= R16.000Install Air Vacume ReliefSee Detail Sheet 6INSTALL FHSee Deatil Sheet 6Station=7+54.14Offset=22.00'S87° 51' 29"W1051.32'S87° 51' 29"W105.13'S0° 06' 10"E
660.00'Standard : 14Area : 143813.72EX-SSMH 01EX-SSMH 0215"
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ESSMH ASSMH B376.426373.174Crane CLSTA 9+06.36, 244.240' RTRIM EL: 377.93'296 LF 6" PVC397.76 LF 6" DIA PVC1.05%SSMH CSSMH DLOT 223,517 sqftLOT 124,100 sqftLOT 1123,107 sqftLOT 1223,863 sqft1.05%INSTALL 6" TEE 6" WATER VALVEAND 6" C-900 WATER LINESEE SHEET 6 FOR DETAILSINSTAL 38 LF - 48" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1INSTAL 38 LF - 18" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1INSTAL 38 LF - 18" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1PIPE SOUTH ENDSTA 13+50.06, 19.00' RTFL EL: 380.50'PIPE NORTH ENDSTA 13+50.06, 19.00' LTFL EL: 381.83'PIPE SOUTH ENDSTA 1+69.93, 22.00' RTFL EL: 365.44'PIPE NORTH ENDSTA 1+53.01, 22.00' LTFL EL: 365.92'SD-1INSTAL 47.14 LF - 24" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1PIPE SOUTH ENDSTA 2+35.56, 22.00' RTFL EL: 366.01'PIPE NORTH ENDSTA 2+18.64, 22.00' LTFL EL: 365.90'SD-2INSTAL 47.14 LF - 24" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1DRAWNDESIGNEDCHECKED:APPROVEDDATEREVISIONDATEBYScale:Sheet 1 of 6 Job NumberB.Hamilton20-094Sheet TitleCRANE EXTENSIONConsultant1" = 200' HorizontalScale:2.00' Contour IntervalOwnerEngineerBrien G. Hamilton R.C.E. 67133Hamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Project CoordinationProject Location:B.HamiltonB.Hamilton Scale 1" = 100' Distances Shown Hereon Are in Decimal Feet Graphic Scale 1" Inch = 200' FeetENTERPRISE RANCHERIAOROVILLE, CASCOTT MCCUTCHEONGENERAL MANAGERLAKE OROVILLE AREA PUBLIC UTILITIES DISTRICTDATEJOHN MESSINABUTTE COUNTY FIRE DEPARTMENTDATEKENNETH C. LENHARDT, R.C.E. 29387ENGINEERLAKE OROVILLE AREA PUBLIC UTILITIES DISTRICTREGISTRATION EXPIRES 3/31/07GEORGE BARBER, R.C.E. 51332CHIEF ENGINEERSOUTH FEATHER WATER & POWER AGENCYREGISTRATION EXPIRES 06/30/06BRIEN G, HAMILTON, R.C.E. 67133CONSULTING ENGINEERREGISTRATION EXPIRES 12/31/20DATEDATEDATEDENNIS JAMES SCHMIDT, R.C.E. 55165DIRECTOR OF PUBLIC WORKS,BUTTE COUNTY, CAREGISTRATION EXPIRES 06/30/22DATEAPPROVED FOR SANITARY SEWER:APPROVED FOR FIRE PROTECTION FACILITIES:APPROVED FOR SANITARY SEWER:APPROVED FOR WATER AND IRRIGATION FACILITIES:DESIGNED BY, OR UNDER THE SUPERVISION OF:APPROVED FOR CONSTRUCTION:JTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRWMMB
EP TransitionSta=6+88.74CL EL = 381.98'340.00350.00360.00370.00380.00390.00400.00410.00420.000+00.005+69.1710+47.8711+67.7211+70.9412+63.4312+99.8313+90.4513+94.6415+70.390+00.000+00.001+00.002+00.003+00.004+00.005+00.005+69.176+00.007+00.008+00.009+00.0010+00.0010+47.8711+00.0011+67.7211+70.9412+00.0012+63.4312+99.8313+00.0013+90.4513+94.6414+00.0015+00.0015+70.3915+70.39CL/CL IntersectionSta=5+69.17CL EL = 379.68'CL/CL IntersectionSta=10+47.87EL = 392.03'EP TransitionSta=4+50.57CL EL = 376.39'EP Transition End & BCSta=5+30.05CL EL = 378.70'EP Transition End & BCSta=6+11.86CL EL = 380.50'EP Transition End & BCSta=10+08.88CL EL = 387.75'EP Transition End & BCSta=10+92.37CL EL = 389.34'EP TransitionSta=9+29.30CL EL = 386.29'EP TransitionSta=11+67.72CL EL = 390.78'BCSta=11+70.94CL EL = 390.84'ECSta=12+63.43CL EL = 392.58'BCSta=12+99.83CL EL = 393.14'ECSta=13+90.45CL EL = 394.70'PROPERTY LINESta=13+94.64CL EL = 394.79'MATCH EXISTINGSta=15+70.39CL EL = 398.36'1.34%2.35%2.89%3.00%1.62%1.48%1.55%2.03%4.38%-4.78%100.000VC50.000VC50.000VC4' COVER AT CL48" DIA CMPSSMH AEX-SSMH 02INV IN 366.83'INV OUT 371.27'INV IN 371.37'INV OUT 375.55'INV IN 375.59'SSMH A2.63' COVER AT CL24" DIA CMP24" DIA CMPGrid Point Orgin 1200.00 PK Nail Crane Ave 121368.04
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90 set pk nail 913368.04 Lot 1Area : 24100.44Lot 12Area : 23863.13368.040367.995100.0'SETBACK100.0'SETBACKINSTALL STOP/STREET SIGN PERS-12A & S-13SHEET 4INSTALL STOP/STREET SIGN PERS-12A & S-13SHEET 4WMWM
WMWMStation=9+08.28Offset= R16.000Install Air Vacume ReliefSee Detail Sheet 6cl ssmh 8540388.8
6
fnd pk cl crane 8542368.04 ac 8557367.47cl8558367.81ac8559367.18ac cor conc 8560367.63 cl 8561367.92 ac cor conc 8562367.55ac cor conc 8563367.73ac 8564367.72cl8565368.06ac8566367.62ac cor conc 8567367.60fl8568367.12cor conc 8569367.30cor conc 8570367.49fl 8571367.39top of 12in cmp 8572366.71 fen cor 8573366.53 fen cor 8574366.52 fen cor 8575366.68fen cor 8576366.93fen cor 8577366.05Grid Point Orgin 81200.00 PK Nail Crane Ave 8121368.04
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90 set pk nail 8913368.04 0+00.001+00.002+00.003+00.004+00.005+00.006+00.007+00.008+00.009+00.0010+00.0011+00.0012+00.0013+00.0014+00.0015+00.0015+70.390+50.001+50.002+50.003+50.004+50.005+50.006+50.007+50.008+50.009+50.0010+50.0011+50.0012+50.0013+50.0014+50.0015+50.00Standard : 14Area : 143813.720+00.00 1+00.00
9+00.0010+00.0010+41.38
0+50.00 1+50.00
9+50.00
EX-SSMH 01EX-SSMH 0215"
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ESSMH ASSMH B376.426373.174Crane CLSTA 9+06.36, 244.240' RTRIM EL: 377.93'296 LF 6" PVC397.76 LF 6" DIA PVC1.05%23,517 sqftLOT 124,100 sqftLOT 1223,863 sqft1.05%INSTALL 6" TEE 6" WATER VALVEAND 6" C-900 WATER LINESEE SHEET 6 FOR DETAILSAlignment=Crane CLStation=6+88.71Offset=0.000Northing=2351955.1782Easting=6512540.1049Alignment=Crane CLStation=8+55.07Offset=0.000Northing=2351961.3961Easting=6512706.3543Alignment=Crane CLStation=13+50.06Offset=0.000Northing=2351936.2566Easting=6513196.1743INSTAL 38 LF - 48" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1INSTAL 38 LF - 18" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1INSTAL 38 LF - 18" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1PIPE SOUTH ENDSTA 13+50.06, 19.00' RTFL EL: 380.50'PIPE NORTH ENDSTA 13+50.06, 19.00' LTFL EL: 381.83'PIPE SOUTH ENDSTA 1+69.93, 22.00' RTFL EL: 365.44'PIPE NORTH ENDSTA 1+53.01, 22.00' LTFL EL: 365.92'SD-1INSTAL 47.14 LF - 24" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1PIPE SOUTH ENDSTA 2+35.56, 22.00' RTFL EL: 366.01'PIPE NORTH ENDSTA 2+18.64, 22.00' LTFL EL: 365.90'SD-2INSTAL 47.14 LF - 24" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1DRAWNDESIGNEDCHECKED:APPROVEDDATEREVISIONDATEBYScale:Sheet 2 of 6 Job NumberB.Hamilton20-094Sheet TitleCRANE EXTENSIONConsultant1" = 50' HorizontalScale:2.00' Contour IntervalOwnerEngineerBrien G. Hamilton R.C.E. 67133Hamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Project CoordinationProject Location:B.HamiltonB.Hamilton Scale 1" = 50' Distances Shown Hereon Are in Decimal Feet Graphic Scale 1" Inch = 50' FeetENTERPRISE RANCHERIAOROVILLE, CAEX-SDMH 01RIM EL: 388.86STA: 14+12.45, LT 170.52' CRANE EXTENSION15" DIA - 381.01' INV OUT (SOUTH)EX-SDMH 02RIM EL: 374.53STA: 13+04.32, RT 284.67' CRANE EXTENSION15" DIA - 366.83' INV IN (NORTH)15" DIA - 366.38' INV OUT (SOUTH)SDMH ASTA 9+06.36, 244.24' RT CRANE EXTENSIONRIM EL: 377.93'6" DIA - 371.37' INV IN (NORTHWEST)6" DIA - 371.27' INV OUT (SOUTHEAST)SDMH BSTA 5+89.64, 22.975 LT CRANE EXTENTIONSTA 0+23.69, 19.64' RT CRANE LOOPRIM EL: 379.82'6" DIA - 375.68' INV OUT (EAST)6" DIA - 375.72' INV IN (NORTH)INSTALL 6" DIA - 366.83' INV IN (NORTHWEST)
350.00360.00370.00380.00390.00400.00410.00420.000+00.002+54.613+31.377+10.017+90.3310+41.380+00.000+00.001+00.002+00.002+54.613+00.003+31.374+00.005+00.006+00.007+00.007+10.017+90.338+00.009+00.0010+00.0010+41.3810+41.38256.66 LF 6" DIA PVC SS LINE1.56%434.55 LF 6" DIA PVC SS LINE1.60%188.46 LF 6" DIA PVC SS LINE1.61%SSCO 1STA 9+50.00, 7.50' RTSEE SHEET 5DETAIL 12SSMH DSSMH CSSMH B4" SS CONNECTION FOR LOT 1SEE SHEET 5, DETAIL 9 & 10STA 0+47.114" SS CONNECTION FOR LOT 3SEE SHEET 5, DETAIL 9 & 10STA 2+61.294" SS CONNECTION FOR LOT 2SEE SHEET 5, DETAIL 9 & 10STA 2+48.974" SS CONNECTION FOR LOT 4SEE SHEET 5, DETAIL 9 & 10STA 3+04.414" SS CONNECTION FOR LOT 5SEE SHEET 5, DETAIL 9 & 10STA 3+16.764" SS CONNECTION FOR LOT 6SEE SHEET 5, DETAIL 9 & 10STA 5+19.034" SS CONNECTION FOR LOT 7SEE SHEET 5, DETAIL 9 & 10STA 5+29.104" SS CONNECTION FOR LOT 8SEE SHEET 5, DETAIL 9 & 10STA 7+29.314" SS CONNECTION FOR LOT 9SEE SHEET 5, DETAIL 9 & 10STA 7+38.534" SS CONNECTION FOR LOT 10SEE SHEET 5, DETAIL 9 & 10STA 7+84.564" SS CONNECTION FOR LOT 11SEE SHEET 5, DETAIL 9 & 10STA 7+95.484" SS CONNECTION FOR LOT 12SEE SHEET 5, DETAIL 9 & 10STA 9+23.94STA 9+08.28, 16.00' LTINSTALL AIR VACUME RELIEFSEE DETAIL SHEET 61,496 LF 6" DIA C-900 WATER LINELOT 1029,423sqftLot 10Area : 29423.28Lot 11Area : 23107.67Lot 12Area : 23863.13INSTALL STOP/STREET SIGN PERS-12A & S-13SHEET 4INSTALL FHSee Deatil Sheet 6Station=2+86.66Offset=22.00'INSTALLFH Offset=19.00'R300.00'WMWMWMWM
WMWMWMWMWMWM
WMWMStation=9+08.28Offset= R16.000Install Air Vacume ReliefSee Detail Sheet 6INSTALL FHSee Deatil Sheet 6Station=7+54.14Offset=22.00'7+00.008+00.009+00.0010+00.0011+00.0012+00.007+50.008+50.009+50.0010+50.0011+50.0012+50.00Standard : 14Area : 143813.721+00.00 2+00.00 3+00.00
4+00.005+00.006+00.007+00.008+00.009+00.0010+00.0010+41.38
0+50.00 1+50.00 2+50.00
3+50.004+50.005+50.006+50.007+50.008+50.009+50.00SSMH BAlignment=Crane LoopStation=7+50.00Offset=8.003Northing=2352249.9372Easting=6512877.5731SSMH CSSMH DLOT 1123,107 sqftLOT 1223,863 sqftINSTAL 38 LF - 18" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1INSTAL 38 LF - 18" DIA CMPWITH FLARED ENDSEE SHEET 4 DETAIL - 2 SD-1DRAWNDESIGNEDCHECKED:APPROVEDDATEREVISIONDATEBYScale:Sheet 3 of 6 Job NumberB.Hamilton20-094Sheet TitleCRANE LOOPConsultant1" = 40' HorizontalScale:2.00' Contour IntervalOwnerEngineerBrien G. Hamilton R.C.E. 67133Hamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Project CoordinationProject Location:B.HamiltonB.Hamilton Scale 1" = 50' Distances Shown Hereon Are in Decimal Feet Graphic Scale 1" Inch = 40' FeetENTERPRISE RANCHERIAOROVILLE, CASDMH CSTA 2+92.95, 244.24' RT CRANE LOOPRIM EL: 385.55'6" DIA - 379.76' INV IN (WEST)6" DIA - 379.727' INV OUT (SOUTH)SDMH DSTA 7+50.00, 8.00' RT CRANE LOOPRIM EL: 394.06'6" DIA - 375.68' INV OUT (EAST)6" DIA - 375.72' INV IN (NORTH)SSCO 1STA 9+50.00, 7.50' RT CRANE LOOPEL: 393.80'
DRAWNDESIGNEDCHECKED:APPROVEDDATEREVISIONDATEBYScale:Sheet 4 of 6 Job NumberB.Hamilton20-094Sheet TitleDETAILSConsultantN/AScale:N/AOwnerEngineerBrien G. Hamilton R.C.E. 67133Hamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Project CoordinationProject Location:B.HamiltonB.HamiltonENTERPRISE RANCHERIAOROVILLE, CADETAIL 2RS - 4DETAIL 1S-18BDETAIL 3SD - 1
DRAWNDESIGNEDCHECKED:APPROVEDDATEREVISIONDATEBYScale:Sheet 5 of 6 Job NumberB.Hamilton20-094Sheet TitleLOAPUD SS DETAILSConsultantN/AScale:N/AOwnerEngineerBrien G. Hamilton R.C.E. 67133Hamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Project CoordinationProject Location:B.HamiltonB.HamiltonENTERPRISE RANCHERIAOROVILLE, CA
DRAWNDESIGNEDCHECKED:APPROVEDDATEREVISIONDATEBYScale:Sheet 6 of 6Job NumberB.Hamilton20-094Sheet TitleLOAPUD SS DETAILSConsultantN/AScale:N/AOwnerEngineerBrien G. Hamilton R.C.E. 67133Hamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Project CoordinationProject Location:B.HamiltonB.HamiltonENTERPRISE RANCHERIAOROVILLE, CA