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Home My WebLink About2895 Revision 2JURUPA AVE. BENCHMARK: PER C.S.F.B. 4015/1230 ELEVATION = 1004.88 CHISELED "'d" ON TOP OF CURB 66' WEST OF CHERRY AVE., 36' NORTH OF SLOVER AVE. (BCR). Underffound service Alert SECTION 4216/4217 OF THE GOVERNMENT OREY CODE REQUIRES A DIG ALERT IDENTIFICATION o NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG FROM STA. 31+02.09 TO STA. 37+00.00 SEE SHEET N0. 3 SANTA ANA AVE. FROM STA. 37+00.00 TO STA. 47+ 00.00 SEE SHEET N0. 4 0 ALISO DR. FROM STA. 47+00.00 TO STA. 57+00. 00 SEE SHEET N0. 5 Construction Notes: Estimated Quantities O1 CONSTRUCT 48" R.C.P. 858 LF OCONSTRUCT 42" R.C.P. 1,672 LF O3 CONSTRUCT 36" R.C.P. 835 LF O4 CONSTRUCT 30" R. C.P. 607 LF O CONSTRUCT 24" R. C.P. 955 LF O6 CONSTRUCT STORM DRAIN MANHOLE PER AMERICAN 2 CONSTRUCTION &GENERAL NOTES 1 PUBLIC WORKS ASSOCIATION STANDARD PLAN UTILITY INDICATED BY: 3 STA. 31+02.09 TO 37+00 N0. 320-1, SEE DETAIL ON SHEET N0. 9 15 EA O7 CONSTRUCT CURB OPENING CATCH BASIN PER EXIST. C & G EXISTING CURB AND GUTTER E -ELECTRIC AMERICAN PUBLIC WORKS ASSOCIATION STANDARD STA. 47+00 TO 57+ 00 OCA PLAN N0. 300-2, SEE DETAIL ON SHEET N0. 9. 10 EA @CONSTRUCT LOCAL DEPRESSION PER SAN G -GAS 7 STA. 67+ 00 TO 71+45.55 BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SD -STORM DRAIN 8 STANDARD PLAN N0. 2038, SEE DETAIL ON SHEET 8 10 EA O9 NOT USED CONSTRUCTION DETAILS @POWER POLE TO BE RELOCATED (BY OTHERS). 23 EA 11 CONSTRUCT BRICK &MORTAR BULKHEAD PER DETAIL " CIP U -UNKNOWN UTILITY 10 TRAFFIC CONTROL ON SHEET 8. 2 EA @REMOVE EXISTING BULKHEAD &JOIN EXISTING RCP. 1 EA 13 WATER METER TO BE RELOCATED PER FONTANA WATER CO. TRAFFIC CONTROL PROPOSED STORM DRAIN PLAN N0. C-3. 3 EA @EXISTING FIRE HYDRANT TO BE RELOCATED PER FONTANA 9 MILES TO 14 TRAFFIC CONTROL WATER CO. PLAN 2—B. 1 EA 15 EXISTING CATCH BASIN TO BE REMOVED, CONNECTOR PIPE SHALL BE ABANDONED IN PLACE. 2 EA @EXISTING STAND PIPE TO BE RELOCATED. 1 EA JURUPA AVE. BENCHMARK: PER C.S.F.B. 4015/1230 ELEVATION = 1004.88 CHISELED "'d" ON TOP OF CURB 66' WEST OF CHERRY AVE., 36' NORTH OF SLOVER AVE. (BCR). Underffound service Alert SECTION 4216/4217 OF THE GOVERNMENT OREY CODE REQUIRES A DIG ALERT IDENTIFICATION o NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG FROM STA. 31+02.09 TO STA. 37+00.00 SEE SHEET N0. 3 SANTA ANA AVE. FROM STA. 37+00.00 TO STA. 47+00.00 SEE SHEET N0. 4 0 ALISO DR. FROM STA. 47+00. 00 TO STA. 57+00. 00 SEE SHEET N0. 5 REV. I REVISION DESCRIPTION DATE IDATEIENGRICITYIDATE FRFF? UP No. Exp. 6/30/05 T FCA O Mill i: I id FROM STA. 57+00.00 TO STA. 67+00.00 SEE SHEET N0. 6 NOTICE TO CONTRACTORS Construction contractor agrees that in Calfornia Council accordance withenerall acceptedgy p oFCivil engin¢¢ r construction practices, construction contractor will be required to assume sole &ancJ Surv¢yorl and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees rare provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with sthe "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations construction Safety Orders". The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifying all utility and irrigation companies prior to work on excavation to determine exact location of all lines affecting this work, whether or not shown heron, and for any damage or protection of these lines. The contractor shall call in a location request to Underground Service Alert (U.S.A.) Phone 1-800-227-2600 two (2) working days prior to digging. No construction permit issued by Public Works Department shall be valid involving underground facilities unless the applicant has an inquiry identification number issued by U.S.A. SLOVER AVE. IIID k Iry FROM STA. 67+00.00 TO TO STA. 71+38. 03 SEE SHEET N0. 7 STORM DRAIN IMPROVEMENTS SCALE: SBY: Index Map_ SHOWN DESIGNED SCALE = 1" = 200' DAAS Sheet Index 7 TITLE HEET LEGEND LEGEND CONT. 1 TITLE SHEET CENTERLINE TV = UTILITY INTERFERENCE FLAG (APPROXIMATE a a a LOCATION OF INTERFERENCE WITH TYPE OF 2 CONSTRUCTION &GENERAL NOTES 1 EDGE OF EXISTING ASPHALT CONCRETE PAVEMENT UTILITY INDICATED BY: 3 STA. 31+02.09 TO 37+00 T -TELEPHONE 4 STA. 37+00 TO 47+00 EXIST. C & G EXISTING CURB AND GUTTER E -ELECTRIC 5 STA. 47+00 TO 57+ 00 OCAW -WATER 6 STA. 57+00 TO 67+00 R/W EXISTING RIGHT-OF-WAY G -GAS 7 STA. 67+ 00 TO 71+45. 55 SD -STORM DRAIN 8 STA. 67+ 00 TO 71+45.55_ LF LINEAR FEET S -SEWER 9 CONSTRUCTION DETAILS TV -CABLE TELEVISION U -UNKNOWN UTILITY 10 TRAFFIC CONTROL PROPOSED SEWER IRR -IRRIGATION 11 TRAFFIC CONTROL 5 MILES TO 12 TRAFFIC CONTROL PROPOSED STORM DRAIN O# = CURVE DATA # 13 TRAFFIC CONTROL 9 MILES TO 14 TRAFFIC CONTROL PROPOSED STORM DRAIN MANHOLE RECORD SURVEY MONUMENT 15 TRAFFIC CONTROL 16 TRAFFIC CONTROL INV. STORM DRAIN INVERT ELEVATION EX. A. C. CURB = EXISTING ASPHALT CONCRETE CURB SLOVER SURVEY CONTROL TARGET EXISTING DRIVEWAY EI.Ev - POTHOLED UTILITY REV. I REVISION DESCRIPTION DATE IDATEIENGRICITYIDATE FRFF? UP No. Exp. 6/30/05 T FCA O Mill i: I id FROM STA. 57+00.00 TO STA. 67+00.00 SEE SHEET N0. 6 NOTICE TO CONTRACTORS Construction contractor agrees that in Calfornia Council accordance withenerall acceptedgyp oFCivil engin¢¢ r construction practices, construction contractor will be required to assume sole &ancJ Surv¢yorl and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees rare provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with sthe "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations construction Safety Orders". The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifying all utility and irrigation companies prior to work on excavation to determine exact location of all lines affecting this work, whether or not shown heron, and for any damage or protection of these lines. The contractor shall call in a location request to Underground Service Alert (U.S.A.) Phone 1-800- 227-2600 two (2) working days prior to digging. No construction permit issued by Public Works Department shall be valid involving underground facilities unless the applicant has an inquiry identification number issued by U.S.A. SLOVER AVE. IIID k Iry FROM STA. 67+00.00 TO TO STA. 71+38.03 SEE SHEET N0. 7 Lr)lcinG L.D. KING, INC. 2151 CONVENTION CENTER WAY TITLE SHEET OF STORM DRAIN IMPROVEMENTSSUITE ,00 ONTARIO, CA 91764 909) 937-0200 FOR 4rg CARL J. FRE AN, R.C.E. No. 16434 DATE EXPIRES 6-30- 05 CHERRY AVENUE JURUPA AVE. TO SLOVER AVE. Vicinity Map SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. INO i COUNTY OF SAN BERNARDINO APPROVED: CHIEF, DESIGN DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY. STORM DRAIN IMPROVEMENTS SCALE: SBY: JU UPA A TO SLOVER AVE. SHOWN DESIGNED DAAS PS 7 TITLE HEET a a a a a a a a a 16ClENGINEER .C.E. No. 51152 ROJ CT OCA IO SAN BERNARDINO FRWY TO LOS ANGELES TO SAN BERNARI 5 MILES TO 9 MILES TO INTERSTATE 15 INTERSTATE 21 SLOVER AVE F Q O Q U w = i a Z W3OOUJQ N Q W a W UX X J 2 m W a U O U n JURUPA AVE Lr)lcinG L.D. KING, INC. 2151 CONVENTION CENTER WAY TITLE SHEET OF STORM DRAIN IMPROVEMENTSSUITE ,00 ONTARIO, CA 91764 909) 937-0200 FOR 4rg CARL J. FRE AN, R.C.E. No. 16434 DATE EXPIRES 6-30- 05 CHERRY AVENUE JURUPA AVE. TO SLOVER AVE. Vicinity Map SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. INO i COUNTY OF SAN BERNARDINO APPROVED: CHIEF, DESIGN DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY. STORM DRAIN IMPROVEMENTS SCALE: SBY: JU UPA A TO SLOVER AVE. SHOWN DESIGNED DAAS PS 7 TITLE HEET OCTOBER 2003 CHECKED BY: DATE: DRAWING NO.: SCN' n=-P 5 2895 16ClENGINEER .C.E. No. 51152 JN 12414 City of Fontana Mylar: 10/17/03File: E:\dwg\12414\Cherry\12407ASD1.dwg 11/14/00 1 ADD CNOTE 17&18 & S.D. LAT + PROFILE TO SHTS 6 & 7 2 17 CONSTRUCT CLEANOUT PER S.B.Co. TRANS. DEPT. STD. 208 1 EA MODIFIED PER DETAIL ON SHEET 7 2 2 18 CONSTRUCT TWO(2) PARALLEL 12" R.C.P. PER DETAIL ON SHT 7 72 LF 2 REV DELTA 1, 2-12" SD LATS WITH SLURRY BACKFILL 1 DELTA 1 REV REMOVED FOR CLARITY 11/9/23 G&A 11/13/23 6 14 v ` Np : Nm 11 o iv o a> .+ u 'x x 0 CDM p = - to a o a)( n M a N o U) a p w W ± N to o r u 0- I C4 N v~i a c~n a. Nv W d- o) N S 3 - c! 00 0 = t0 V II + z S 00 ' M cq 3 O °' o r LOoPROP. R/W (6 o d- a , . M + CjN = oN a_ co 6- n 04z _ W `"w I + + PROP. /W + + It-1-1*1 Z ao rn rnCo W. iC',8 - Am C-- r - - %" ''+%'`Nil Ill _ aLi6, r l I I KIST. C&G R/W R 811 ( 59 5,90,- F v i' 7' Fi' CATCH BASIN DETAIL od CATCH BASIN DETAIL SCALE: 1 " = 10' SCALE: 1 " = 10' Underground Service Alert SECTION 4216/ 4217 OF THE GOVERNMENT FORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800- 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV r 1 rn - aD I W 2 - C/)( U UII 01 7 8 FV91' CATCH BASIN DETAIL SCALE: 1 " = 10' REVISION DESCRIPTION Stk ROFlLlt\or SHA61 54 S 24' 24' 30' 30' ALISO DR. 4'59' 39"E 62 N00*37'31 "E 5 to c41 3 7 8 LY v /ui R 63 MAFAW'"W"1-10, ISO L ul w lr it7f ., SNI •; •, , ... t. A 11111 f • 66') PROPOSED R/W 30'- 50') EXIST. R L.D. KING, INC. FESS/Lr)cin 2151 CONVENTION CENTER WAY ITAR O, O ONCA 91764 c (909) 937-0200 0No. 16434 Ex . 6 30 05 C IV 4,11-05FOFOA' CARL MAN, R.C.E. No. 16434 DATE DATE ENGR. CITY DATE EXPIRES 6-30-05 40') EX. CURB FACE EDGE OF PVMT. I EDGE OF PVMT. 30' ire C&G 59N 66') PROPOSED R 30'-50') EXIST. R/W 36') EX. CURB FACE _r 4„W) ( 2~G) o o ( 6NW) PROPOSED PROPOSED 30"- 36" O 18" SEWER STORM DRAIN 3 ' TYPICAL CROSS SECTION PLAN AND PROFILE OF STORM DRAIN IMPROVEMENTS FOR CHERRY AVENUE STA. 57+00.00 TO STA. 67+00.00 PROP. R/W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 37 0/ 3' 10' 6' CATCH BASIN DETAIL od CATCH BASIN DETAIL SCALE: 1 " = 10' SCALE: 1 " = 10' Underground Service Alert SECTION 4216/ 4217 OF THE GOVERNMENT FORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800- 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV r 1 rn - aD I W 2 - C/)( U UII 01 7 8 FV91' CATCH BASIN DETAIL SCALE: 1 " = 10' REVISION DESCRIPTION Stk ROFlLlt\or SHA61 54 S 24' 24' 30' 30' ALISO DR. 4'59'39"E 62 N00*37'31 "E 5 to c41 3 7 8 LY v /ui R 63 MAFAW'"W"1-10, ISO L ul w lr it7f ., SNI •; •, , ... t. A 11111 f • 66') PROPOSED R/W 30'-50') EXIST. R L.D. KING, INC. FESS/Lr)cin 2151 CONVENTION CENTER WAY ITAR O, O ONCA 91764 c (909) 937-0200 0No. 16434 Ex . 6 30 05 C IV 4,11-05FOFOA' CARL MAN, R.C.E. No. 16434 DATE DATE ENGR. CITY DATE EXPIRES 6-30-05 40') EX. CURB FACE EDGE OF PVMT. I EDGE OF PVMT. 30' ire C&G 59N 66') PROPOSED R 30'-50') EXIST. R/W 36') EX. CURB FACE _r 4„W) ( 2~G) o o ( 6NW) PROPOSED PROPOSED 30"- 36" O 18" SEWER STORM DRAIN 3 ' TYPICAL CROSS SECTION PLAN AND PROFILE OF STORM DRAIN IMPROVEMENTS FOR CHERRY AVENUE STA. 57+00.00 TO STA. 67+00.00 PROP. R/W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. W W N O O so o SCALE: 1" = 40' T AT 1 N Construction Notes: CONSTRUCT 36" R.C.P. Z O4 CONSTRUCT 30" R.C.P. O5 CONSTRUCT 24' R.C.P. CONSTRUCT STORM DRAIN MANHOLE PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 320-1, SEE DETAIL ON SHEET N0. 9. O7 CONSTRUCT CURB OPENING CATCH BASIN PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 300-29 SEE DETAIL ON SHEET N0. 9. R w O8 CONSTRUCT LOCAL DEPRESSION PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STANDARD PLAN N0. 2038, SEE DETAIL ON SHEET N0. 8. @POWER POLE TO BE RELOCATED (BY OTHERS) 13 WATER METER TO BE RELOCATED PER FONTANA WATER CO. PLAN C-3. 14 EXISTING FIRE HYDRANT TO BE RELOCATED PER FONTANA WATER CO. PLAN 2—B. COUNTY OF SAN BERNARDINO APPROVED: CHIEF, DESIGN DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY: STORM DRAT IMPROVEMENTS SCALE: ps RUPA AW. /TO SLOVER AVE. DABS SHOWN DESIGNED BY: P FRO 375' N/0 0JO 365' S/0 SLOVER OCTOBER 2003 07CHECKEDAOVEDATE: DRAWING NO.: .8 SCN -a 2886 CI ENGINE R. C.E. No. 51152 18 JN 12414 City of Fontana File: E:\dwg\12414\Cherry\12407ASD6.dwg 11 /14/00 Mylar: 10 17 03 SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 37 7360.46 9969.82 N00'39'18"E 1649.31 40 9009.66 9988.68 N0003910319E 990.424210000.02 9999.93 W W N O O so o SCALE: 1" = 40' T AT 1 N Construction Notes: CONSTRUCT 36" R.C.P. Z O4 CONSTRUCT 30" R.C.P. O5 CONSTRUCT 24' R.C.P. CONSTRUCT STORM DRAIN MANHOLE PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 320-1, SEE DETAIL ON SHEET N0. 9. O7 CONSTRUCT CURB OPENING CATCH BASIN PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 300-29 SEE DETAIL ON SHEET N0. 9. R w O8 CONSTRUCT LOCAL DEPRESSION PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STANDARD PLAN N0. 2038, SEE DETAIL ON SHEET N0. 8. @POWER POLE TO BE RELOCATED (BY OTHERS) 13 WATER METER TO BE RELOCATED PER FONTANA WATER CO. PLAN C-3. 14 EXISTING FIRE HYDRANT TO BE RELOCATED PER FONTANA WATER CO. PLAN 2—B. COUNTY OF SAN BERNARDINO APPROVED: CHIEF, DESIGN DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY: STORM DRAT IMPROVEMENTS SCALE: ps RUPA AW. /TO SLOVER AVE. DABS SHOWN DESIGNED BY: P FRO 375' N/0 0JO 365' S/0 SLOVER OCTOBER 2003 07CHECKEDAOVEDATE: DRAWING NO.: .8 SCN -a 2886 CI ENGINE R. C.E. No. 51152 18 JN 12414 City of Fontana File: E:\dwg\12414\Cherry\12407ASD6.dwg 11 /14/00 Mylar: 10 17 03 17 63 + 8 7 . 2 8 56 + 9 2 . 3 9 ST CL C. O . V= 6 ' X= 4 ' , Y= 4 ' , 63 + 8 7 . 2 8 CL C. O . 63 + 8 9 . 7 8 98 7 . 2 8 FL 63 + 8 4 . 7 8 98 7 . 2 2 FL LATERAL(2) 'Q' SEE PROFILE ON SEE SHT 8 18 N59 20'06"W ONSITE MANHOLE PER SEPERATE PLAN 987.25 INV 12" RCP(2) 1 ADD CNOTE 17 & 18 AND S.D. LATERAL 2 2 2 CONSTRUCT CLEANOUT PER S.B.Co TRANS. DEPT. STD. 208, MOD. PER DET. ON SHT. 7 17 2 18 CONSTRUCT TWO(2) PARALLEL 12" R.C.P. PER DET. ON SHT. 7 2 PL REV DELTA 1, 2-12" SD LATS WITH SLURRY BACKFILL2 1 DELTA 1 REV REMOVED FOR CLARITY G&A11/9/23 11/13/23 JN 12414 City of Fontana Mylar: 10/17/03File: E:\dwg\12414\Cherry\12407ASD8.dwg 11/14/00 1 ADD S.D. LATERAL Q PROFILE 2 2 REV DELTA 1, 2-12" SD LATS WITH SLURRY BACKFILL2 STORM DRAIN CLEANOUT (MODIFIED SBCo STD 208)172 2 2 1 DELTA 1 REV REMOVED FOR CLARITY G&A11/9/23 11/13/23