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953o_swGNM SM NO» 1 ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS OF RCSD FOR WATER AND SANITARY SEWER FACILITIES. 2. SEWER SYSTEM SHALT. BE CONSTRUCTED BY THE DEVELOPER FOR DEDICATION TO THE RUSIDOUX COMMUNITY SERVICES DISTRICT, CONSTRUCTION, MATERIALS, TESTING AND INSPECTION SWILL COMPLY WITH RUBIDOUX COMMUNITY SERVICES DISTRICT STANDARDS. THE tNSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL PUBLIC AGENCIES HAVING JURISDICTION. FAILURE TO MEET THESE REQUIREMENTS WILL BE CAUSE FOR REJECTION. SEWER PIPE SHALL BE EXTRA STRENGIH VITRIFIED CLAY PIPE (VCP) UNLESS OTHERWISE APPROVED BY THE DISTRICT ENGINEER. 3. CONSTRUCTION OF THE SEWER SYSTEM SHALL NOT COMMENCE UNTIL A FINAL MAP HAS BEEN RECORDED BY RIVERSIDE COUNTY AND THE DEVELOPER'S ENGINEER HAS CERTIFIED THAT ALL STREETS ARE CONSTRUCTED TO FINAL GRADE FOR CURB AND GUTTER. 4. CONTRACTOR SHALL PROVIDE TRENCH PROTECTION AND CONDUCT ALL CONSTRUCTION IN ACCORDANCE WITH CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING UNDERGROUND FACT JES PRIOR TO TRENCHING. OPEN TRENCH AT ANY ONE TIME SHALL BE UMITED TO 500 FEET ALONG ROAD RIGHT OF WAY AND SHALL 9E BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY. 5. PIPE SHALL BE HANDLED SO AS TO PROTECT THE PIPE AT ALL TIMES AND SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND TO PREVENT UNEVEN SETTLEMENT PIPE SWILL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF INSTALLED SEWER SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 6. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE GREATER THAN THE MAXIMUM ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. fL 7. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY THE CONTRACTOR BY POTHOLING PRIOR TO TRENCHING. THE CONTRACTOR SWILL. ALSO CONTACT UNDERGROUND SERVICE ALERT (BOO) 227-2600 PRIOR TO ANY EXCAVATION. 8. WHERE THE SEWER MAIN CROSSES STORM DRAINS, OTHER PIPELINES, TELEPHONE AND ELECTRIC DUCTS, OR SIMILAR INSTALLATIONS, A MINIMUM OF 12 INCHES OF CLEARANCE SHALL BE PROVIDED BETWEEN THE MAIN AND OTHER INSTALLATIONS. SEPARATION OF THE WATER AND SEWER LINES MUST COMPLY WITH THE RIVERSIDE COUNTY HEALTH DEPARTMENT STANDARDS AS SHOWN ON RIVERSIDE COUNTY STANDARD PLAN $09 AND RCSD STANDARD DRAWING S2020 AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH. 9. CONNECTIONS TO EXISTING RCSD SEWER PIPEUNES SHALL NOT BE ACCOMPLISHED UNLESS THE DISTRICT INSPECTOR IS PRESENT. THE RCSD MAY ELECT TO MAKE THE CONNECTION AT THE DEVELOPERS EXPENSE, CONTRACTOR TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SEWER LINES PRIOR TO CONSTRUCTION. NO CONNECTIONS TO EXISTING RCSD SEWER LINES WILL BE ALLOWED ON FRIDAYS, 10. BACKFILL SWILL BE COMPACTED TO THE GREATER OF 90X RELATIVE DENSITY, EQUIVALENT TO THE SURROUNDING GROUND, OR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. 11. SEWER LATERALS SHALL BE 4' VCP UNLESS OTHERWISE INDICATED, EXACT LOCATIONS OF WYES AND LATERALS ARE TO BE ESTABLISHED IN THE FIELD PRIOR TO INSTALLATION. AN 'S' SHALL BE IMPRINTED ON THE CURB FACE AT EACH SERVICE LATERAL AND A STEEL ROD OR STAKE SHALL BE INSTALLED AT THE END OF EACH SEWER LATERAL TO ASSIST IN LOCATING AT A LATER DATE. 12. UNLESS WAIVED BY THE RCSD, A 2' WIDE METALLIC LOCATOR TAPE SHALL. BE PLACED WITH EACH SEWER AND EACH SEWER SERVICE LATERAL TO ASSIST IN FUTURE LOCATION. TAPE SHALL BE PLACED AT LEAST 6r ABOVE THE PIPE BUT NOT DEEPER THAN 4' FROM THE PROPOSED FINISHED GRADE. 13. ALL SEWERS SHALL BE 8ALLE0, AIR TESTED AND VIDEO INSPECTED PRIOR TO ACCEPTANCE BY THE DISTRICT. 14, SURFACE IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATION SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION, 15. THE DEVELOPER SHALL PROVIDE ONE SET OF PRINTS SHOWING ALL 'AS -BUILT" CONDITIONS INCLUDING THE STATIONING OF SEWER LATERAL CONNECTIONS AND PAD ELEVATIONS AS A CONDITIO OF FINAL APPROVAL 16. ANY REVISION TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY THE RUBIDOUX COMMUNITY SERVICES DISTRICT. 17. THE DEVELOPER SWILL BE RESPONSIBLE FOR THE INSTALLATION OF BACKWATER VALVES, WHERE REQUIRED. PER UNIFORM PLUMBING CODE AND PER RCSD STANDARDS. 18. THE CONITIACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL Be RESPONSIBLE FOR COMPLIANCE WITH 'CONFINED AIR SPACE' ARTICLE 108, TnE 8 CAUFORNA ADMINISTRATIVE CODE, 19. CONTRACTOR SHALL WARRANTY ALL WORK FOR 12 MONTHS AFTER THE DATE OF FINAL INSPECTION. t IR SONS )ESIGN UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARIN THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CFBANGES TO OR USE? OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. SEWER CERTIFICATION BLOCK 48 hours B E F V(} R EO X C O VC1 t L O T1 I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN PARCEL MAP NO. 33617 IS IN ACCORDANCE WITH THE SEWER SYSTEM MASTER PLANS OF 1-(800)227-2600 THE RUSIDOUXCOMMUNITY SERVICES DISTRICT, AND THAT THE WASTE SYS DISPOSAL SYSTEM IS ADEQUATE AT THIS TIME TO TREAT THE ANTICIPATED WASTES FROM THE PROPOSED PARCEL MAP. CALL Underground Service Alert t0 -'LB -09 ASSISTANT GENERAL MAN G R DATE w WOK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDfOR A GRADING PERMIT HAS BEEN ISSUED.APPRFRF�y�y� SEAL -COU OF SS19.A; QR OA+ 0 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY No. 45702 rnd" A ` APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER xp.12/31/2010 ALAN D. FRENCH, R.C.E. 45702 DATE SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE s CIVIL SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. q OF ©�p� O' CAU\I RECOMMENDED TE M W N SEWER IMPROVEMENT PLANS PARCEL MAP 33617 INDEX IV�AP GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. INQEX OF SHEETS SHEET NO. DESCAIPT10N 1 TITLE SHEET 2 STO�FLOALI: -Cr - SEWER PLAN AND PROFILE 3 RUBIDOUX BOULEVARD, SEWER PLAN AND PROFILE 4 26TH STREET, SEWER PLAN AND PROFILE PUBLIC RICHT OF WAY ST1c rovRt_IS A PUBLIC STREET DEDICATED WITH PM 33617 RUBIDOUX BLVD IS A PUBLIC STREET PER INSTRUMENT 2000-433136 DATED 11/01/2000 SEINER -�-- PROPOSED SEWERLINE - — - EXISTING SEWERLINE ( CLEANOUT PER RCSD STD. DWG, S2070 --} MANHOLE PER RCSD STD. DWG. S2030 SERVICE LATERAL PER RCSD STD. DWG. S2080 Mel A.C. PAVEMENT SAWCUT AND REMOVE EET IS A PUBLIC STREET VED ON PM 33617. APPROVED BY THE RUBIDOUX COMMUNITY SERVICES DISTRICT FOR CONSTRUCTION: DATE ASSISTANT GENERAL MAN RI DISTRICT ENGINEER, RCE 48709 [oma SYM REVISIONS DATE I BY -S-rOQG r2ALE COUaT- N.T.S. ALLAAI] ENGINE Civil Engineering - Lend Surveying - 1 8253 Sierra Avenue Fontana, California 92335 (9091 356-1815 Fax f91 APPROVED BY '—=" t T'%t-t.XfanF REGISTERED ENGINEER No. 36052 DATE Planning AS SHOWN C,T,, [COGA"k M-11 PROJECT L &14N Vlc/N�TY MSI P 7.2S., R. (NO SECTION - PORTION dF RANCHO JURUPA) N. TS. LEGAL DFSCRIP110LV PORTIONS OF LOTS 3 AND 4 IN BLOCK 26 OF WESt' IDE, RANCHO JURUPA RUSIDOUX, TOWNSHIP 2S., RANGE 5W.} AS BY MAP RECORDED IN ROOK 9 PAGE 34 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CA M.L.-4-64 ELEVATION mi 045.814 FEET (5-1971) DATUM; NGW29 OETAILED DESCRIPTION — AT THE NE CORNER OF THE (TALL AVENUE BRIDGE /56=-416, OVER HIGHWAY 160, 246.0 FEET SW OF 28TH AVENUE 15.0 FEET SE OF FWLL AVENUE AT THE NE END OF A RAIL ABUTMENT AND 2.0 F'EE'L' HIGHER THAN THE SIDEWALK, A BRASS DISK SET IN, TOP OF A 1.0 FOOT X 2.5 FOOT CONCRETE POST' AND MARKED .L-4-64. THE BEARING OF N 5728'13 W ALONG THE CEN'TE'RLINE OF 2M STREETF)RMERLY 3RD STREET)PER RECORD OF SURVEY; FILED IN BOOK 05, PAGE 85, IN THE COUNTY OF RIVERSIDEa STATE OF CAUFORNLA, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. ESRMATEQFQUAN MES O1 -$AWCUT EXISTING A.C. PAVEMENT (D -REMOVE EXISTING AC. PAVEMENT (D -REMOVE PLUG AND JOIN EXISTING 8' ICP (D-A.C. PAVEMENT (MATCH EXISTING PAVEMENT AND BASE) PER COUNTY OF RIVERSIDE STD. NO. 818 &INSTALL 8' VCP SEWER MAIN PER RCSD STD. DWG. 5210 6�-CONSTRUCT SEWER MANHOLE PER RCSD STD. DWG. S2030 a7 -CONSTRUCT MANHOLE AT THE END OF A CUL-DE-SAC PER RCSD STD. DWG. S2050 ( -INSTALL 6' SEWER LATERAL PER RCSD STD. DWG. 52080 RUBIDOUX COMMUNITY SERVICES DISTRICT PM 33617 IP 090058 SEWER IMPROVNENT PLANS TITLE SHEET 2,780 LF 10,935 SF 1 EA 10,935 SF 1,680 LF 6 EA 1 EA 304 LF HEET OF 4 SHEETS R.C.S.D. PLAN No. )OW "JUVARD SEE SHEET 3 LEGEND A.C. PAVEMENT SAWCUT AND REMOVE 48 hours B E FO R Eexcavation 1-(800)227-2600 0 CALL Underground Service Alert WORK CONTAINED WITHIN THESE PIANS SHALL NOT SEAL -COU OF ESS COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A I? Oy ry GRADING PERMIT HAS BEEN ISSUED. ��� Pa 0. F q! o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ti ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN No. 45702rp HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER Exp.12/31 /2010 SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE kp C I V i �P SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. '9,? OF CALF SICCKDALF_ COURT- COUNTY OUNT COUNTY OF RIVERSIDE APPROVED BY THE RUBIDOUX COMMUNITY TRANSPORTATION DEPARTMENT SERVICES DISTRICT FOR CONSTRUCTION: APPROVED BY .� l0-2%-09 S D. FRENCH, R.C.E. 45702 DATE DATE ASSISTANT GENERAL'MAN E ! DISTRICT ENGINEER, RCE 48169 (MENDED DATE VOID AFTER ONE YEAR FROM THIS DATE SYM REVISIONS .mmmm� GRAPHIC SCALE ALLARD ENGINEERING FIELD BB( Civil Engineering - Land Surveying - band Planning 8253 Sierra Avenue DESIGN Fontana, California 92335 (909) 356-1815 Fax (909) 356-1785 DRAWN APPROVED BY etq&f I CHECKE( REGISTERED ENGINEER No. 3N52 DATE ( IN FEET ) L Inch = 40 tL AS CONSTRUCTION NOTE 01--SAWCUT EXISTING A.C. PAVEMENT o -REMOVE EXISTING AC. PAVEMENT o -AC. PAVEMENT (MATCH EXISTING PAVEMENT AND BASE) PER COUNTY OF RIVERSIDE STD: N0. 918 &INSTALL 8' VCP SEWER MAIN PER RCSD STD. DWG. S210 &CONSTRUCT SEWER MANHOLE PER RCSD STD. DWG. S2030 O --CONSTRUCT MANHOLE AT THE END OF A CUL-DE-SAC PER RCSD STD, DWG. S2050 (° -INSTALL 9' SEWER LATERAL PER RCSD STD. DWG. 52080 RUSIDOUX COMMUNITY SERVICES DISTRICT bYittl PM 33617 IP 0%058 2 SEWER IMPI?OYEMENT PLAN OF 4 SHEETS SiOCKPALE COU2T ^10 R.C.S.D. PLAN I 1 I q I f t � PkOPOSEb_ FS A STREET kNTERLWE cc 00 i C -f I 1 -,-..-- - EX. GROUND 0 STREET CL--� _ I )OW "JUVARD SEE SHEET 3 LEGEND A.C. PAVEMENT SAWCUT AND REMOVE 48 hours B E FO R Eexcavation 1-(800)227-2600 0 CALL Underground Service Alert WORK CONTAINED WITHIN THESE PIANS SHALL NOT SEAL -COU OF ESS COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A I? Oy ry GRADING PERMIT HAS BEEN ISSUED. ��� Pa 0. F q! o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ti ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN No. 45702rp HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER Exp.12/31 /2010 SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE kp C I V i �P SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. '9,? OF CALF SICCKDALF_ COURT- COUNTY OUNT COUNTY OF RIVERSIDE APPROVED BY THE RUBIDOUX COMMUNITY TRANSPORTATION DEPARTMENT SERVICES DISTRICT FOR CONSTRUCTION: APPROVED BY .� l0-2%-09 S D. FRENCH, R.C.E. 45702 DATE DATE ASSISTANT GENERAL'MAN E ! DISTRICT ENGINEER, RCE 48169 (MENDED DATE VOID AFTER ONE YEAR FROM THIS DATE SYM REVISIONS .mmmm� GRAPHIC SCALE ALLARD ENGINEERING FIELD BB( Civil Engineering - Land Surveying - band Planning 8253 Sierra Avenue DESIGN Fontana, California 92335 (909) 356-1815 Fax (909) 356-1785 DRAWN APPROVED BY etq&f I CHECKE( REGISTERED ENGINEER No. 3N52 DATE ( IN FEET ) L Inch = 40 tL AS CONSTRUCTION NOTE 01--SAWCUT EXISTING A.C. PAVEMENT o -REMOVE EXISTING AC. PAVEMENT o -AC. PAVEMENT (MATCH EXISTING PAVEMENT AND BASE) PER COUNTY OF RIVERSIDE STD: N0. 918 &INSTALL 8' VCP SEWER MAIN PER RCSD STD. DWG. S210 &CONSTRUCT SEWER MANHOLE PER RCSD STD. DWG. S2030 O --CONSTRUCT MANHOLE AT THE END OF A CUL-DE-SAC PER RCSD STD, DWG. S2050 (° -INSTALL 9' SEWER LATERAL PER RCSD STD. DWG. 52080 RUSIDOUX COMMUNITY SERVICES DISTRICT bYittl PM 33617 IP 0%058 2 SEWER IMPI?OYEMENT PLAN OF 4 SHEETS SiOCKPALE COU2T ^10 R.C.S.D. PLAN i Ae:OWLINE DF PROPO D i �/CP SkEh MAIN 26 CONSTRUCTION,INC TES Qt-SAWCUT EXISTING A.C. PAVEMENT 7U+UU.OU CL STTCi�1;DAZ€_ i" � z 6" SEWER MAIN r.J-REMOVE EXISTING A.C. PAVEMENT (D-A.C. PAVEMENT g g d COUNTY Of RIVE(MATCH RSIDE SID!�NO. 618 NG PAVEMENT AND BASE) PER u INSTALL 6' VCP SEWER MAIN PER RCSO STD DWG S210 -4 4"-WkiERUNE - 9 ---- N 098 - - zPER RCSD PLAN_W-96-002-3 h o CONSTRUCT SEWER MANHOLE PER RCSD STD. DWG. S2030 ----------------- -- ---� ------ 6 BRUT (FOR FUTURE EXTENSIONS) -- r------------"- -------------��=-------------- i- -I - +-- 18 N 3T30' E 5 19 1 2 4 20 21 5 Z' 22 BID 24 5 ----- 2 4 2 60 1 5 -------- - --6 17 S 0 TOR FUTURE - — - - — - - T — - - - — - ( TUB U1� ( E EXTENSIONS) -- '----------- --'--------------------� jto �-EXISTNG 1f-'JMV AS LINE DONED)-----------. ''---------- N 37-1 E - - ---- - 4----- - -- --\.EXISTING 12' HP GAS LI�1>i -------------- - ------------------------------- - --- -- -- � �- - - - - - - -- - - -�= - EX, R/W j ----- --- -- -- -�, REXISTING 8' WATERLINE�EX. R/W ............. -�,,` I I PER RCSD PLAN W-65-006 ` T i I / i 7 i i APN 178-150-003 A�N 178-150-004 %����APN 178-150-007 I APN 178-150-008 / (I I B" EWER 1 SOUTH OF CENTERLINE � y STCX.J�j}A10F couxr BOUNDARY I SEE SHEET 2 26TH STREET SEE SHEET 4 LEGEND A.C. PAVEMENT SAWCUT AND REMOVE 48 hours B E FO R Eexcavatian 1-(800)227-2600 CALL Underground Service Alert N WORK CONTAINED WITHIN THESE PLANS SHALL NOT SEA—COUN S COUNTY OF RIVERSIDE RUBIDOUX BOULEVARD COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A QRgf E SICTRANSPORTATION APPROVED BY THE RUBIDOUX COMMUNITY dGRADING PERMIT HAS BEEN ISSUED. �O�P� D. FR�yCl F`Z TRANSPOCOR R� ED BY - THE SERVICES DISTRICT FOR CONSTRUCTION: _ p THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR to No, 45702 ti 9 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN � m "' O '�_ 28_09 Sty HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � a %amj �' ' J APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER Exp. 12/31/2010 DATE ASSISTANT GENERAL MA R/ ALAN D. FRENCH, R.C.E. 45702 DATE DISTRICT ENGINEER, RCE 4�td9 SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE sT CIY1� `P ? SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I LF �. �- CF CA RECOgMENDEQ DA I VOID AFTER ONE YEAR FROM THIS DATE SYM REVISIONS DATE I BY ALLAAD ENGINEERING Civil Engineering - Land Surveying - Land Flanning 8253 Sierra Avenue Fpntana, California 92335 (909) 35p6 -1B15 Fax (909) 356-1795 APPROVED BY -^ REGISTERED ENGINEER No. 36052 DAA VE v 5 GRAPHIC SCALE ( IN FEET ) 1 Inch - 40 ft. AS SHOWN RUBIDOUX COMMUNITY SERVICES DISTRICT SHEET XXX PM 33617 IP 090058 3 mh SEWER IMPROVEMENT PLAN — hh RUBIDOUX BOULEVARDq db OF 4 SHEETS DSH O R.C.S.D. PLAN No. i i I } Ae:OWLINE DF PROPO D i �/CP SkEh MAIN 26 CONSTRUCTION,INC TES Qt-SAWCUT EXISTING A.C. PAVEMENT 7U+UU.OU CL STTCi�1;DAZ€_ i" � z 6" SEWER MAIN r.J-REMOVE EXISTING A.C. PAVEMENT (D-A.C. PAVEMENT g g d COUNTY Of RIVE(MATCH RSIDE SID!�NO. 618 NG PAVEMENT AND BASE) PER u INSTALL 6' VCP SEWER MAIN PER RCSO STD DWG S210 -4 4"-WkiERUNE - 9 ---- N 098 - - zPER RCSD PLAN_W-96-002-3 h o CONSTRUCT SEWER MANHOLE PER RCSD STD. DWG. S2030 ----------------- -- ---� ------ 6 BRUT (FOR FUTURE EXTENSIONS) -- r------------"- -------------��=-------------- i- -I - +-- 18 N 3T30' E 5 19 1 2 4 20 21 5 Z' 22 BID 24 5 ----- 2 4 2 60 1 5 -------- - --6 17 S 0 TOR FUTURE - — - - — - - T — - - - — - ( TUB U1� ( E EXTENSIONS) -- '----------- --'--------------------� jto �-EXISTNG 1f-'JMV AS LINE DONED)-----------. ''---------- N 37-1 E - - ---- - 4----- - -- --\.EXISTING 12' HP GAS LI�1>i -------------- - ------------------------------- - --- -- -- � �- - - - - - - -- - - -�= - EX, R/W j ----- --- -- -- -�, REXISTING 8' WATERLINE�EX. R/W ............. -�,,` I I PER RCSD PLAN W-65-006 ` T i I / i 7 i i APN 178-150-003 A�N 178-150-004 %����APN 178-150-007 I APN 178-150-008 / (I I B" EWER 1 SOUTH OF CENTERLINE � y STCX.J�j}A10F couxr BOUNDARY I SEE SHEET 2 26TH STREET SEE SHEET 4 LEGEND A.C. PAVEMENT SAWCUT AND REMOVE 48 hours B E FO R Eexcavatian 1-(800)227-2600 CALL Underground Service Alert N WORK CONTAINED WITHIN THESE PLANS SHALL NOT SEA—COUN S COUNTY OF RIVERSIDE RUBIDOUX BOULEVARD COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A QRgf E SICTRANSPORTATION APPROVED BY THE RUBIDOUX COMMUNITY dGRADING PERMIT HAS BEEN ISSUED. �O�P� D. FR�yCl F`Z TRANSPOCOR R� ED BY - THE SERVICES DISTRICT FOR CONSTRUCTION: _ p THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR to No, 45702 ti 9 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN � m "' O '�_ 28_09 Sty HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � a %amj �' ' J APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER Exp. 12/31/2010 DATE ASSISTANT GENERAL MA R/ ALAN D. FRENCH, R.C.E. 45702 DATE DISTRICT ENGINEER, RCE 4�td9 SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE sT CIY1� `P ? SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I LF �. �- CF CA RECOgMENDEQ DA I VOID AFTER ONE YEAR FROM THIS DATE SYM REVISIONS DATE I BY ALLAAD ENGINEERING Civil Engineering - Land Surveying - Land Flanning 8253 Sierra Avenue Fpntana, California 92335 (909) 35p6 -1B15 Fax (909) 356-1795 APPROVED BY -^ REGISTERED ENGINEER No. 36052 DAA VE v 5 GRAPHIC SCALE ( IN FEET ) 1 Inch - 40 ft. AS SHOWN RUBIDOUX COMMUNITY SERVICES DISTRICT SHEET XXX PM 33617 IP 090058 3 mh SEWER IMPROVEMENT PLAN — hh RUBIDOUX BOULEVARDq db OF 4 SHEETS DSH O R.C.S.D. PLAN No.