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HomeMy WebLinkAboutPUD21-0002 Development Plan-Complete 2023.04.10100.00' open space bufferStreet "B" 100.00' open space bufferS 87°51'42" W 1051.32' (R)N 00°05'57" W 2617.08' (R)S 89°43'39" W 1087.27' (R)N 00°43'12" E 2553.15' (R)Melrose DriveDe e rw o o d DriveCrane Avenue Street "A"(e) 15" SS(n) 6" SS (n) 6 " S S Apn 079-080-009 Apn 079-080-008 Apn 079-080-007 Apn 079-080-006 Apn 079-080-030 Apn 079-080-029 Apn 079-080-003 Apn 079-080-002 Apn 079-080-001 Apn 079-090-001 Apn 079-090-002 Apn 079-090-003 Apn 079-090-004 Apn 079-090-018 Apn 079-090-019 Apn 079-090-020 Apn 0 79-10 0-008 Apn 079-100-006 Apn 079-100-005 Apn 079-100-004 Apn 079-100-003 Apn 079-100-002 Apn 079-100-001 Apn 079-100-007 Apn 079-120-011 Apn 079-120-010 A p n 0 7 9 - 1 2 0 - 0 0 9 Apn 079-150-006 Apn 079-150-005 Apn 068-360-147 Apn 068-360-148 Apn 068-360-119 Apn 079-300-048Apn 079-300-049Apn 079-300-061Apn 079-300-014Apn 079-300-018Apn 079-150-004Pacific Gas and Electric Co.(high power lines)Apn 079-150-002Pacific Gas and Electric Co.(high power lines)Apn 079-150-003Pacific Gas and Electric Co.(high power lines)Apn 079-150-001Enterprise Rancheria Indian Housing Authority63 acres grossProposed primary ingress and egressconnection point at the end of Crane Avenueper Book 100 Maps at pages 94 and 95.Apn 079-12 0 - 0 1 2 60' wide right of wayper Book 1856 o.r. 12810' wide sanitary sewer easementper Book 1525 o.r. 536(e) 15" SS(e) 15" SSProposed Development 15.66 acres grossButte County StandardS-18-B local public roadconnection (typ.)Butte County StandardS-18-B local public roadconnection (typ.)Butte County StandardRS-4-B minor collector andlocal access road connection60' public right of way 60' public right of way60' public right of way(n) 6" SS(n) 6" SS (n) 6" SSWM WM WMWMWMWMWMWMWMWMWM WM WWWWWWWWWWWW WWWWWWWWWWWWWW 3.63 acres gross, 158,513.67 sq ft common space 2.34 acres gross, 101,930.40 sq ft (total development site acres 15.66) (25% of development site acres 3.91) (total development site acres 15.66) (25% of development site acres 3.91)100.00' open space buffer Proposed monolithic box culverts for streamcrossing with flared end sections, see detailsheet 4 of 4Storm Drainage discharge will be mitigated via road side ditches pending approval of Exceptions Letter submitted to County Planning Deptdue to the terrain, no suitable site for storm pond is feasble at this time.Storm Drainage NoteButte County StandardRS-4-B minor collector andlocal access road connection(typ.) 50' min. radiusedge of pavement12" c.m.p pipewith flared enddrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plan20' wide all weatheraccess road rated to75,000 lbs loadBuilding identification and/or addresses shall be installed in conformance with Public Resource Code 4290 and shall be posted at the time ofDevelopment Plan Note (Addreses)permit issuance and maintained continuously thereafterDRAWNDESIGNEDCHECKED:April 9, 2023APPROVEDDATEREVISIONDATEBYScale:Sheet 1 of 5 Job NumberM. KinneeB.HamiltonB.Hamilton20-184Sheet TitleProposed Planned DevelopmentConsultant1" = 80' HorizontalScale:Butte CountyApn 079-150-001ParcelOwnerEngineerHamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Oroville, California 95965 Crane AvenueProjectEnterprise Rancheria Indian Housing Authority Proposed Planned DevelopmentOverall Site Plan ViewOroville, California 95965 Crane AvenueEnterprise Rancheria Indian Housing AuthoritySheet Legendproperty lines of subject parcelsfuture residence envelopenew asphalt surfaces(e) 15" SSexisting santary sewer line(n) 6" SSproposed sanitary sewer lineWproposed water service main linesproposed sanitary sewer manholeproposed sanitary sewer serviceWMproposed fire hydrant locationproposed water meter service locationproposed limits of residential building sites 100.00' open space bufferStreet "B"100.00' open space bufferS 87°51'42" W 1051.32' (R)Crane AvenueStreet "A"(n) 6" SS(n) 6" SSApn 079-080-009Apn 079-080-008Apn 079-080-007 Apn 079-080-006Apn 079-080-030Apn 079-080-029Apn 079-080-003Apn 079-080-002Apn 079-080-001Apn 079-090-019Apn 079-090-020Apn 068-360-147Apn 068-360-148Apn 068-360-119Apn 079-300-048Apn 079-300-049Apn 079-300-061Apn 079-150-002Pacific Gas and Electric Co.(high power lines)Proposed primary ingress and egressconnection point at the end of Crane Avenueper Book 100 Maps at pages 94 and 95.60' wide right of wayper Book 1856 o.r. 128Butte County StandardS-18-B local public roadconnection (typ.)Butte County StandardS-18-B local public roadconnection (typ.)Butte County StandardRS-4-B minor collector andlocal access road connection60' public right of way(n) 6" SS(n) 6" SS(n) 6" SSWMWMW M W M WMWMWMWMWM WM WMWMWWWWWWWWWWWWWWWWWWWWWWWWWW 3.63 acres gross, 158,513.67 sq ftcommon space2.34 acres gross, 101,930.40 sq ft(total development site acres 15.66)(25% of development site acres 3.91)(total development site acres 15.66)(25% of development site acres 3.91)100.00' open space bufferProposed monolithic box culverts for streamcrossing with flared end sections, see detailsheet 4 of 4Storm Drainage discharge will be mitigated via road side ditches pending approval of Exceptions Letter submitted to County Planning Deptdue to the terrain, no suitable site for storm pond is feasble at this time.Storm Drainage NoteButte County StandardRS-4-B minor collector andlocal access road connection(typ.) 50' min. radiusedge of pavement12" c.m.p pipewith flared enddrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plan20' wide all weatheraccess road rated to75,000 lbs loadBuilding identification and/or addresses shall be installed in conformance with Public Resource Code 4290 and shall be posted at the time ofDevelopment Plan Note (Addreses)permit issuance and maintained continuously thereafterDRAWNDESIGNEDCHECKED:April 9, 2023APPROVEDDATEREVISIONDATEBYScale:Sheet 2 of 5 Job NumberM. KinneeB.HamiltonB.Hamilton20-184Consultant1" = 50' HorizontalScale:EngineerHamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Sheet TitleProposed Planned DevelopmentButte CountyApn 079-150-001ParcelOwnerOroville, California 95965 Crane AvenueProjectEnterprise Rancheria Indian Housing Authority Proposed Planned DevelopmentEnlarged Site Plan ViewOroville, California 95965 Crane AvenueEnterprise Rancheria Indian Housing Authority 100.00' open space bufferStreet "B"100.00' open space bufferS 87°51'42" W 1051.32' (R)Crane AvenueStreet "A"(n) 6" SS(n) 6" SSApn 079-080-009Apn 079-080-008Apn 079-080-007 Apn 079-080-006Apn 079-080-030Apn 079-080-029Apn 079-080-003Apn 079-080-002Apn 079-080-001Apn 079-090-019Apn 079-090-020Apn 068-360-147Apn 068-360-148Apn 068-360-119Apn 079-300-048Apn 079-300-049Apn 079-300-061Apn 079-150-002Pacific Gas and Electric Co.(high power lines)Proposed primary ingress and egressconnection point at the end of Crane Avenueper Book 100 Maps at pages 94 and 95.60' wide right of wayper Book 1856 o.r. 128Butte County StandardS-18-B local public roadconnection (typ.)Butte County StandardS-18-B local public roadconnection (typ.)Butte County StandardRS-4-B minor collector andlocal access road connection60' public right of way(n) 6" SS(n) 6" SS(n) 6" SSWMWMW M W M WMWMWMWMWM WM WMWMWWWWWWWWWWWWWWWWWWWWWWWWWW 3.63 acres gross, 158,513.67 sq ftcommon space2.34 acres gross, 101,930.40 sq ft(total development site acres 15.66)(25% of development site acres 3.91)(total development site acres 15.66)(25% of development site acres 3.91)100.00' open space bufferProposed monolithic box culverts for streamcrossing with flared end sections, see detailsheet 4 of 4Storm Drainage discharge will be mitigated via road side ditches pending approval of Exceptions Letter submitted to County Planning Deptdue to the terrain, no suitable site for storm pond is feasble at this time.Storm Drainage NoteButte County StandardRS-4-B minor collector andlocal access road connection(typ.) 50' min. radiusedge of pavement12" c.m.p pipewith flared enddrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plandrainage to be retainedin road side ditches withweirs at locations specifiedon grading plan20' wide all weatheraccess road rated to75,000 lbs loadBuilding identification and/or addresses shall be installed in conformance with Public Resource Code 4290 and shall be posted at the time ofDevelopment Plan Note (Addreses)permit issuance and maintained continuously thereafterDRAWNDESIGNEDCHECKED:April 9, 2023APPROVEDDATEREVISIONDATEBYScale:Sheet 3 of 5 Job NumberM. KinneeB.HamiltonB.Hamilton20-184Consultant1" = 50' HorizontalScale:EngineerHamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Sheet TitleProposed Planned DevelopmentButte CountyApn 079-150-001ParcelOwnerOroville, California 95965 Crane AvenueProjectEnterprise Rancheria Indian Housing Authority Proposed Planned DevelopmentTree Species and LocationsOroville, California 95965 Crane AvenueEnterprise Rancheria Indian Housing AuthorityTree Species LegendArroyo WillowBlue OakCottonwoodGray PineInterior Live OakRed WillowValley OakTree to be removed © MONOLITHICBOX CULVERT4' TO 16' SPANSADRAWNDESIGNEDCHECKED:April 9, 2023APPROVEDDATEREVISIONDATEBYScale:Sheet 4 of 5 Job NumberM. KinneeB.HamiltonB.Hamilton20-184Consultant1" = 50' HorizontalScale:EngineerHamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Sheet TitleProposed Planned DevelopmentButte CountyApn 079-150-001ParcelOwnerOroville, California 95965 Crane AvenueProjectEnterprise Rancheria Indian Housing Authority Proposed Planned DevelopmentDetails and CrossectionsOroville, California 95965 Crane AvenueEnterprise Rancheria Indian Housing AuthorityCounty of Butte Standard RS-4-B Road Detail DRAWNDESIGNEDCHECKED:April 9, 2023APPROVEDDATEREVISIONDATEBYScale:Sheet 5 of 5 Job NumberM. KinneeB.HamiltonB.Hamilton20-184Consultant1" = 50' HorizontalScale:EngineerHamilton Engineering IncorporatedP.O.Box 978 Orland, California 95963Phone: (530) 865-8551 Fax: (530) 267-8347Sheet TitleProposed Planned DevelopmentButte CountyApn 079-150-001ParcelOwnerOroville, California 95965 Crane AvenueProjectEnterprise Rancheria Indian Housing Authority Proposed Planned DevelopmentOpen Space Management PlanOroville, California 95965 Crane AvenueEnterprise Rancheria Indian Housing Authority INSTALL STOP/STREET SIGN PER S-12A & S-13 SHEET 4 INSTALL STOP/STREET SIGN PER S-12A & S-13 SHEET 4 INSTALL FH See Deatil Sheet 6 Station=2+86.66 Offset=22.00' INSTALL FH Offset=19.00' R300.00' R300.00' Station=9+08.28 Offset= R16.000 Install Air Vacume Relief See Detail Sheet 6 INSTALL FH See Deatil Sheet 6 Station=7+54.14 Offset=22.00' SSMH A SSMH B 376.426 Crane CL STA 9+06.36, 244.240' RT RIM EL: 377.93' 296 LF 6" PVC 39 7 . 7 6 L F 6 " D I A P V C 1.05% SSMH C SSMH D 1.0 5 % INSTALL 6" TEE 6" WATER VALVE AND 6" C-900 WATER LINE SEE SHEET 6 FOR DETAILS INSTAL 35 LF - 12" DIA CMP WITH FLARED END EL:378.38' SEE SHEET 4 DETAIL - 2 SD-1 S87° 51' 29"W 105.13'S87° 51' 29"W 1051.32' INSTAL 38 LF - 4'X12' Box Culvert SEE SHEET 4 DETAIL SD-1 INSTAL 43 LF - 4'X12' Box Culvert SEE SHEET 4 DETAIL SD-1 Road Side Ditch Road Side Ditch 365.000 Invert inEL: 366.01'Invert in EL: 366.16' Invert inEL: 365.99' Invert out Invert out Invert out Station=11+67.34 Offset= 0.0 End Pavement & improvements Install Guard Panel Per S-30 Invert out EX-SSMH 01Crane Ave Sta: 14+12.45, LF: 170.52' Cover EL: 388.86' EX-SSMH 02Crane Ave Sta: 13+04.32, LF: 284.16' Cover EL: 373.17' Invert in EL: 365.38' INSTALL All Weather Access Road 6" Asphalt Base Sta: 11+67.34 to Sta: 13+94.64 end SSCO-01 DRAWN DESIGNED CHECKED: APPROVED DATE REVISION DATE BY Scale: Sheet 1 of 6 Job Number 20-094 Sheet Title CRANE EXTENSION Consultant 1" = 200' Horizontal Scale: 2.00' Contour Interval OwnerEngineer Brien G. Hamilton R.C.E. 67133 Hamilton Engineering Incorporated P.O.Box 978 Orland, California 95963 Phone: (530) 865-8551 Fax: (530) 267-8347 Project CoordinationProject Location: Scale 1" = 100' Distances Shown Hereon Are in Decimal Feet Graphic Scale 1" Inch = 100' Feet ENTERPRISE RANCHERIA OROVILLE, CA SCOTT MCCUTCHEON GENERAL MANAGER LAKE OROVILLE AREA PUBLIC UTILITIES DISTRICT DATE JOHN MESSINA BUTTE COUNTY FIRE DEPARTMENT DATEKENNETH C. LENHARDT, R.C.E. 29387 ENGINEER LAKE OROVILLE AREA PUBLIC UTILITIES DISTRICT REGISTRATION EXPIRES 3/31/07 GEORGE BARBER, R.C.E. 51332 CHIEF ENGINEER SOUTH FEATHER WATER & POWER AGENCY REGISTRATION EXPIRES 06/30/06 BRIEN G, HAMILTON, R.C.E. 67133 CONSULTING ENGINEER REGISTRATION EXPIRES 12/31/20 DATE DATEDATEDENNIS JAMES SCHMIDT, R.C.E. 55165 DIRECTOR OF PUBLIC WORKS, BUTTE COUNTY, CA REGISTRATION EXPIRES 06/30/22 DATE APPROVED 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: ENTERPRISE RANCHERIA PLANNED DEVELOPMENT CRANE AVENUE OROVILLE, CA JTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJT TRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTR MB WM EP TransitionSta=6+88.74CL EL = 381.57'340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.000+00.00 11+71.23 12+63.4312+99.83 13+90.45 15+70.39 0+00.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 11+71.23 12+00.00 12+63.43 12+99.83 13+00.00 13+90.45 14+00.00 15+00.00 15+70.39 15+70.39CL/CL IntersectionSta=5+69.17CL EL = 379.63'CL/CL IntersectionSta=10+47.87EL = 392.55'EP Transition End & BCSta=5+30.05CL EL = 378.70'EP Transition End & BCSta=6+11.86CL EL = 380.33'EP Transition End & BCSta=10+08.88CL EL = 390.73'EP Transition End & BCSta=10+92.37CL EL = 394.64'EP TransitionSta=9+29.30CL EL = 387.00'CL End of ImprovementsSta=11+67.34CL EL = 397.98'1.34% 2.35% 2.89% 3.00% 1.62% 1.48% 6.68% 9.89% 4.69% -11 . 0 3 % 100.000VC 50.000VC EX-SSMH 02 INV IN 366.83' 4'x12' Box Culvert 4'x12' Box Culvert 4'x12' Box Culvert 4'x12' Box Culvert INSTAL 35 LF - 12" DIA CMP WITH FLARED END EL:378.38' SEE SHEET 4 DETAIL - 2 SD-1 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.000+00.00 11+71.23 12+63.4312+99.83 13+90.45 15+70.39 0+00.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 11+71.23 12+00.00 12+63.43 12+99.83 13+00.00 13+90.45 14+00.00 15+00.00 15+70.39 15+70.39End 28 ft wide pavement sectionBegin 20 ft wide all weatheraccess roadSta=11+67.34CL EL = 397.98'50.000VC install 1' high weirSta=9+86.47 RT: 19.00'install 1' high weirSta=10+07.71 RT: 19.00'install 1' high weirSta=9+66.74 RT: 19.00'install 1' high weirSta=10+29.15 RT: 19.00'install 1' high weirSta=10+50.49 RT: 19.00'install 1' high weirSta=10+71.84 RT: 19.00'install 1' high weirSta=10+93.18 RT: 19.00'install 1' high weirSta=11+14.52 RT: 19.00'install 1' high weirSta=11+35.86 RT: 19.00'install 1' high weirSta=7+98.00 LF: 19.00'install 1' high weirSta=7+32.68 LF& RT: 19.00'install 1' high weirSta=6+71.28 RT: 19.00'install 1' high weirSta=6+09.71 RT: 19.00'install 1' high weirSta=5+50.56 RT: 19.00'install 1' high weirSta=5+16.60 LF & RT: 19.00'install 1' high weirSta=4+82.00 LF & RT: 19.00'install 1' high weirSta=4+46.46 LF & RT: 19.00'install 1' high weirSta=4+03.94 LF & RT: 19.00'install 1' high weirSta=3+61.42 LF & RT: 19.00'install 1' high weirSta=3+18.91 LF & RT: 19.00'install 1' high weirSta=2+76.39 LF & RT: 19.00'SSMH BSSMH ACrane Ave Sta=9+06.36, RT: 244.24'Cover EL: 377.93'Inv IN: 371.37'Inv. Out: 371.27'EX-SSMH 02Crane Ave Sta=13+04.32, RT: 284.16'Cover EL: 373.17'Inv IN: 366.83'Inv. Out: 371.27'INSTALL STOP/STREET SIGN PER S-12A & S-13 SHEET 4 INSTALL STOP/STREET SIGN PER S-12A & S-13 SHEET 4 Station=9+08.28 Offset= R16.000 Install Air Vacume Relief See Detail Sheet 6 SSMH A SSMH B 376.426 Crane CL STA 9+06.36, 244.240' RT RIM EL: 377.93' 296 LF 6" PV C 39 7 . 7 6 L F 6 " D I A P V C 1.05% 1. 0 5 % INSTALL 6" TEE 6" WATER VALVE AND 6" C-900 WATER LINE SEE SHEET 6 FOR DETAILS INSTAL 35 LF - 12" DIA CMP WITH FLARED END EL:378.38' SEE SHEET 4 DETAIL - 2 SD-1 INSTAL 38 LF - 4'X12' Box Culvert SEE SHEET 4 DETAIL SD-1 INSTAL 43 LF - 4'X12' Box Culvert SEE SHEET 4 DETAIL SD-1 Road Side Ditch Road Side Ditch 365.000 Invert in EL: 366.01'Invert in EL: 366.16' Invert in EL: 365.99' Invert out Invert out Invert out Station=11+67.34 Offset= 0.0 End Pavement & improvements Install Guard Panel Per S-30 Invert out EX-SSMH 01 Crane Ave Sta: 14+12.45, LF: 170.52' Cover EL: 388.86' EX-SSMH 02 Crane Ave Sta: 13+04.32, LF: 284.16' Cover EL: 373.17' Invert in EL: 365.38' INSTALL All Weather Access Road 6" Asphalt Base Sta: 11+67.34 to Sta: 13+94.64 end DRAWN DESIGNED CHECKED: APPROVED DATE REVISION DATE BY Scale: Sheet 2 of 6 Job Number 20-094 Sheet Title CRANE EXTENSION Consultant 1" = 50' Horizontal Scale: 2.00' Contour Interval OwnerEngineer Brien G. Hamilton R.C.E. 67133 Hamilton Engineering Incorporated P.O.Box 978 Orland, California 95963 Phone: (530) 865-8551 Fax: (530) 267-8347 Project CoordinationProject Location: Scale 1" = 50' Distances Shown Hereon Are in Decimal Feet Graphic Scale 1" Inch = 50' Feet ENTERPRISE RANCHERIA OROVILLE, CA EX-SDMH 01 RIM EL: 388.86 STA: 14+12.45, LT 170.52' CRANE EXTENSION 15" DIA - 381.01' INV OUT (SOUTH) EX-SDMH 02 RIM EL: 374.53 STA: 13+04.32, RT 284.67' CRANE EXTENSION 15" DIA - 366.83' INV IN (NORTH) 15" DIA - 366.38' INV OUT (SOUTH) SDMH A STA 9+06.36, 244.24' RT CRANE EXTENSION RIM EL: 377.93' 6" DIA - 371.37' INV IN (NORTHWEST) 6" DIA - 371.27' INV OUT (SOUTHEAST) SDMH B STA 5+89.61, 24.51 RT CRANE EXTENTION STA 0+23.69, 21.00' LF CRANE LOOP RIM EL: 380.33' 6" DIA - 375.68' INV OUT (EAST) 6" DIA - 375.72' INV IN (NORTH) INSTALL 6" DIA - 366.83' INV IN (NORTHWEST) 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.000+00.00 2+40.39 3+38.65 6+89.34 7+92.03 10+28.46 0+00.00 0+00.00 1+00.00 2+00.00 2+40.39 3+00.00 3+38.65 4+00.00 5+00.00 6+00.00 6+89.34 7+00.00 7+92.03 8+00.00 9+00.00 10+00.0010+28.46 10+28.46 256.66 LF 6" DIA PVC SS LI N E 1.56% 434.55 LF 6" DIA PVC SS L I N E 1.60% 188.46 LF 6" DIA PVC SS L I N E 1.61% SSCO 1 STA 9+50.00, 7.50' RT SEE SHEET 5 DETAIL 12 STA 9+08.28, 16.00' LT INSTALL AIR VACUME RELIEF SEE DETAIL SHEET 6 1,496 LF 6" DIA C-900 W A T E R L I N E 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.000+00.00 2+40.39 3+38.65 6+89.34 7+92.03 10+28.46 0+00.00 0+00.00 1+00.00 2+00.00 2+40.39 3+00.00 3+38.65 4+00.00 5+00.00 6+00.00 6+89.34 7+00.00 7+92.03 8+00.00 9+00.00 10+00.0010+28.46 10+28.46install 1' high weirSta=0+58.46 LF & RT: 19.00'CL/CL IntersectionCrane Ave Sta=5+69.17CL EL = 379.63'SSMH BSSMH CSSMH Dinstall 1' high weirSta=0+87.01 LF & RT: 19.00'install 1' high weirSta=1+15.51 LF & RT: 19.00'install 1' high weirSta=1+44.14 LF & RT: 19.00'install 1' high weirSta=1+72.69 LF & RT: 19.00'install 1' high weirSta=3+33.86 LF & RT: 19.00'install 1' high weirSta=3+97.18 LF & RT: 19.00'install 1' high weirSta=4+60.50 LF & RT: 19.00'install 1' high weirSta=5+32.82 LF & RT: 19.00'install 1' high weirSta=5+87.14 LF & RT: 19.00'install 1' high weirSta=6+50.57 LF & RT: 19.00'install 1' high weirSta=7+13.78 LF & RT: 19.00'install 1' high weirSta=9+21.63 LF & RT: 19.00'INSTALL STOP/STREET SIGN PER INSTALL STOP/STREET SIGN PER S-12A & S-13 SHEET 4 INSTALL FH See Deatil Sheet 6 Station=2+86.66 Offset=22.00' INSTALL FH Offset=19.00' Station=9+08.28 Offset= R16.000 Install Air Vacume Relief See Detail Sheet 6 INSTALL FH See Deatil Sheet 6 Station=7+54.14 Offset=22.00' SSMH B SSMH C SSMH D INSTAL 35 LF - 12" DIA CMP WITH FLARED END EL:378.38' SEE SHEET 4 DETAIL - 2 SD-1 Road Side Ditch Road Side Ditch SSCO-01 DRAWN DESIGNED CHECKED: APPROVED DATE REVISION DATE BY Scale: Sheet 3 of 6 Job Number 20-094 Sheet Title CRANE LOOP Consultant 1" = 40' Horizontal Scale: 2.00' Contour Interval OwnerEngineer Brien G. Hamilton R.C.E. 67133 Hamilton Engineering Incorporated P.O.Box 978 Orland, California 95963 Phone: (530) 865-8551 Fax: (530) 267-8347 Project CoordinationProject Location: Scale 1" = 50' Distances Shown Hereon Are in Decimal Feet Graphic Scale 1" Inch = 40' Feet ENTERPRISE RANCHERIA OROVILLE, CA SDMH C Sta=5+89.61, RT: 1.69' Crane Loop Cover EL: 386.04' Inv IN: 379.75' Inv. Out: 379.72' SDMH D Sta=7+40.50, RT: 0.79' Crane Loop Cover EL: 393.03' Inv IN: 386.76' Inv. Out: 386.73' SSCO 1 STA 9+27.32, 7.50' RT CRANE LOOP EL: 393.80' See Sheet 5 Detail 12 © MONOLITHIC BOX CULVERT 4' TO 16' SPANS A DRAWN DESIGNED CHECKED: APPROVED DATE REVISION DATE BY Scale: Sheet 4 of 6 Job Number 20-094 Sheet Title DETAILS Consultant N/A Scale: N/A OwnerEngineer Brien G. Hamilton R.C.E. 67133 Hamilton Engineering Incorporated P.O.Box 978 Orland, California 95963 Phone: (530) 865-8551 Fax: (530) 267-8347 Project CoordinationProject Location: ENTERPRISE RANCHERIA OROVILLE, CA DETAIL RS - 4 DETAIL SD - 2 DETAIL SD - 1 DRAWN DESIGNED CHECKED: APPROVED DATE REVISION DATE BY Scale: Sheet 5 of 6 Job Number 20-094 Sheet Title LOAPUD SS DETAILS Consultant N/A Scale: N/A OwnerEngineer Brien G. Hamilton R.C.E. 67133 Hamilton Engineering Incorporated P.O.Box 978 Orland, California 95963 Phone: (530) 865-8551 Fax: (530) 267-8347 Project CoordinationProject Location: ENTERPRISE RANCHERIA OROVILLE, CA DRAWN DESIGNED CHECKED: APPROVED DATE REVISION DATE BY Scale: Sheet 6 of 6 Job Number 20-094 Sheet Title LOAPUD SS DETAILS Consultant N/A Scale: N/A OwnerEngineer Brien G. Hamilton R.C.E. 67133 Hamilton Engineering Incorporated P.O.Box 978 Orland, California 95963 Phone: (530) 865-8551 Fax: (530) 267-8347 Project CoordinationProject Location: ENTERPRISE RANCHERIA OROVILLE, CA