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Home My WebLink AboutDrainage_Plansx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 4 6 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 321987643219680675670 FC C C C C F F C FC D-1 MAT C H L I N E S E E S H E E T D - 2 "A" LINE WB ROUTE 178 EB ROUTE 178 LA SALLE CT L A S AL L E C T R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY b G2 DI a1 c e REMOVE INLET Jct Str DI 2 b FESRSP a h g a d 42 c DRAINAGE UNIT DRAINAGE SYSTEM NUMBER LEGEND ROCK SLOPE PROTECTION (RSP) DRAINAGE INLET AND PIPEWORK a 1 1 Exist DI TO REMAIN 1 4 % c bFES RSP 24" RCP RCP 24" ABBREVIATIONS: DITCH FLOW LINE (EARTHEN) DITCH FLOW LINE (CONCRETE LINED) BASIN #1 DETENTION JOINT UTILITY EASEMENTJUE CATCH BASINCB Conc COLLAR d REMOVE 24"x14.0’ HDPE Exist HDPE AP TO REMAIN Exist 24" HDPE TO REMAIN Exist 24" HDPE TO REMAIN Exist 24" RCP TO REMAIN Exist 24" RCP TO REMAIN 18" CSP NOTES: j k24" GRATE 24" GRATE & DEBRIS RACK 24" CSP RISER fConc COLLAR REMOVE INLET i G2 DI24" RCP 128 GRADING SHEETS. FOR FENCE AND GATE DETAILS AROUND BASINS SEE LAYOUT AND1. eConc APRON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 4 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 76432198764695690685 ESA F FC C C C D-2 "A" LINE WB ROUTE EB ROUTE MA T C H L I N E S E E S H E E T D - 1 MA T C H L I N E S E E S H E E T D - 3 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY c 2 ag REMOVE FES dG2 DI af ae ad REMOVE INLETac ab aa z G2 DI 2 f G2 DI jG2 DI ak ajG2 DI ai ahG2 DI 2 2 a b REMOVE INLET c d REMOVE INLET e k f g REMOVE INLET h i REMOVE INLET lG2 DI j 312.7’ CMP REMOVE 24"x m al amG2 DI fRSP eFES Exist 24" RCP TO REMAIN 5 e INLET REMOVE4 y INLET REMOVE h G2 DI g i nG2 DI RCP 24" 24" CSP RCP 24" RCP 24" RCP 24" 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" HDPE o24" RCP Conc COLLAR bb Conc COLLAR bc REMOVE 24" x 64.0’ HDPE Exist 24" HDPE TO REMAIN Exist 24" HDPE TO REMAIN REMOVE 24" x 39.2’ HDPE 49.4’ HDPE REMOVE 24"x 50.3’ HDPE REMOVE 24"x REMOVE 24"x37.0’ HDPE REMOVE 24"x27.4’ HDPE GUTTER IN PLACE PROTECT Exist Conc bdINLET APRON 129 bg 24" RCP bf DI GT4 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 5 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 9876432198705700 76 705 4312700 1 2 3 4 6 705 7 8 9 8 9 FC C C CC F D-3 "A" LINE WB ROUTE 178 EB ROUTE 178 "M6" LINE "M 4" LINE MATCH L INE S E E MAT C H EB O FF -RAM P WB ON-RAMP MA T C H L I NE S E E S H E E T D - 2 LI N E S E E S H E E T D- 5 S HE E T D - 4 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY k d p b c 5.5’ RCP REMOVE 24"x o G2 DI aq apG2 DI REMOVE INLETj i a5 g111.1’ RCP REMOVE 24"x REMOVE INLET h ar2 ao tG2 DI u G3 DIaz as auG2 DI aG4 DI6 b dG1 DI 6 e 2 2 FES REMOVE 4 2 TO GRADE ADJ DI fG1 DI ay ax G2 DI j 24" RCP 24" RCP anG2 DI 24" RCP 24" RCP MH at 24" RCP qRCP 24" r MH sRCP 24" 24" RCP 24" RCP vMH w24" RCP xMH ba RCP 24" 24" RCP 24" RCP g24" RCP 24" RCP REMAIN PIPE PLASTIC Exist 24" k 74.4’ HDPE REMOVE 18"x be INLET APRON axINLET APRON ayINLET APRON Conc COLLAR 130 bhG2 DI bi24" RCP bk G2 DI bj 24" RCP aw av 24" RCP DI G3 ba INLET APRON bbG1 DI bc24" RCP COLLAR Conc x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 5 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 1 2 3 4 6 7 8 5 5 8764321715710 1 7 10 1 8 9 710 2 3 4 715 6 6 7 3 2 705 4 3 1 7 1 0 2 4 715 7 6 8 F C FC F C FC F F C C D-4 "A" LINE "M 4" LIN E "M3" LINE EB ROUTE 178 "M" L INE EB O FF- R AM P E B EB ON-RAMP LI N E " M 5 " ON -R A MP MOR NI NG D R I VE M A T C H LI N E S E E S H E E T D- 6 MATCH LINE SEE SHEET D-5 MATCH L INE S E E S HE E T D-3 M A TC H L IN E S EE SH E E T D -12 R/W R/ W R/W R/W APPROVED FOR DRAINAGE WORK ONLY cGT4 DI k 24" AP G2 DI l qG3 DI r s t G3 DI MHe d a G3 DI b c FES dRSP g fG3 DI aMH 34 h i G3 DI j l RSP k FES b o p G3 DI c MH n G3 DI m G4 DIa 7 b 39 6 b n 6 m (TYPE E) HMA DIKE ar G4 DI as 24" RCP 24" RCP G2 DIo 34 RCP 24" RCP 18" 24" RCP 24" RCP 24" RCP RCP 24" 24" RCP 24" RCP 24" RCP 24" RCP RCP 24" 18" RCP d c MH 24" RCP 24" RCP RSP 3 a 131 NOTES: SHOWN SEE BRIDGE PLANS. FOR DECK DRAIN DETAILS NOT1. PIPE INTO DI DECK DRAIN CONNECT 6"PVC DRAIN PIPE INTO MH CONNECT 6" PVC DECK j G2 DI az APRON INLET x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 5 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 6 5 7 6 4 3 2 1 9 6 0 8 7 671543 4 3 2 1 720 9 8 7 6 7154 1710 32 710 1 2 3 4 7 1 5 6 CC F F C D-5 710 1 2 3 4 715 6 7 8 "A" LINE WB ROUTE 178 "M1" LINE " M" L I N E "M6 " LINE " M2" L I N E M O R N I N G D R I V E WB ON-RAMP WB OFF-RAMP O N WB R A MP - MATCH LINE SEE SHEET D-13 MATCH L INE S E E S HE E T D-6 M A T C H LI N E S E E S H E E T D- 3 MATCH LINE SEE SHEET D-4 R/ W R/ W R/ W R/W APPROVED FOR DRAINAGE WORK ONLY 6 G2 DI c REMOVE INLET p h a 8 b 113.9’ CMP REMOVE 30"x i d e REMOVE INLET f xwG2 DI v s G2 DI u 6t aG3 DI35 b d c G3 DI h aMH 36 i DI G4 g G4 DI f m G2 DI c MH bl G3 DI k c MH G2 DInG2 DI c MH d q r G3 DI e MH p o G3 DI 36 qG2 DI g j r REMOVE INLET MH JUE 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 30" RCP 24" RCP 24" RCP 24" RCP y G2 DI REMOVE 30"x137.9’ CMP REMOVE 30"x661.0’ CMP aw 24" RCP av G2 DI 132 SHOWN SEE BRIDGE PLANS. FOR DECK DRAIN DETAILS NOT1. NOTES: RCP 24" CSP 24" be RCP 24"bdG2 DI x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 5 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 987643219725720 7 8 6 3 4 725 2 1 7 20 9 9 720 1 2 3 4 725 6 7 8 F FF F F D-6 "M1" L INE WB ROUTE 178 EB ROUTE 178 "M3" LINE "A" LINE MAT C H M A T C H LI N E S E E W B OFF- RAM P EB ON-RAMP L INE S EE S HEE T D-5 MA T C H L I N E S E E S H E E T D - 7 S H E E T D- 4 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY e FES f RSP d a G2 DI40 mG3 DI d f z g REMOVE INLET h ab anG2 DI ao acG4 DI am alG4 DI ak ajG3 DI 6 apG3 DI a RSP 9 b c i INLET REMOVE j 2.5’ CMP REMOVE 24"x k aeG4 DI d g G4 DI h i G2 DI j k FES l RSP a REMOVE INLET10 b REMOVE 8"x57.3’ CMP b a 44.5’ CMP REMOVE 8"x 11 ah aiG2 DI 6 8 7 b c G3 DI l a 12 aq REMOVE 30" x 108’ CMP 24" RCP 24" RCP RCP 24" JUE DD-4) DETAIL, SHEET 36" RCP (SEE 18" RCP 18" RCP 24" RCP 24" RCP 30" RCP aa G4 DI 30" RCP 24" RCP RCP 24"x55.0’ REMOVE m n INLET REMOVE 24" RCP 24" RCP INLET REMOVE INLET REMOVE agMHafRCP 30" RCP 30" n RCP 24"e G4 DI 30" RCP GRATE FES & REMOVE 24"x333.4’ CMP GRATE FES & 8 ad 30" RCP at G2 DI au 24" RCP 6 o INLET APRON 133 7 bf RCP 24" bg G1 DI bh INLET APRON 770 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 54 : 5 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 32198764321740735730 F F F F F F D-7 "A" LINE WB ROUTE 178 EB ROUTE 178 MA T C H L I NE S E E S H E E T D - 8 MAT C H L I N E S E E S H E E T D - 6 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY a 50.4’ CMP REMOVE 8"x 14 REMOVE INLET b a REMOVE INLET b REMOVE 8"x63.1’ CMP 15 a 53.4’ CMP REMOVE 8"x 16 bREMOVE INLET aG3 DI a 53.3’ CMP REMOVE 8"x b REMOVE INLET 18 17 c G2 DI e fG3 DI a REMOVE INLET REMOVE 8"x58.9’ CMPb 19 43.8’ CMP REMOVE 8"x a bREMOVE INLET 20 a 36" RCP f 36" RCP b b c 36" RCP 13 13 DRAINAGE EASEMENT JUE MH d MH e 36" RCP 24" RCP 24" RCP gMH h 36" RCP 24" RCPd eG3 DI a 12 30" RCP b c APRON INLET d INLET APRON 134 G2 DI x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 0 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 76432198764755750745 F F F F F F D-8 "A" LINE WB ROUTE 178 EB ROUTE 178 MAT C H L I N E S E E S H E E T D - 7 MA T C H L I N E S E E S H E E T D - 9 R/W R/W R/WR/W APPROVED FOR DRAINAGE WORK ONLY aG3 DI b c e f G3 DId eRSP b REMOVE INLET a REMOVE 8"x33.5’ CMP c REMOVE INLET d REMOVE 8"x58.8’ CMP 23 aG3 DI 24 b c G2 DI e f G3 DI aRSP b c j m n36" RCP 36" RCP36" RCP 21 13 22 22 13 DRAINAGE EASEMENT h36" RCP iMH k36" RCP l MH RCP 24" G2 DI 24" RCP 24" RCP 24" RCP p36" RCP o MH SHEET DD-4 SEE DETAIL, 36" RCP GRATE FES & GRATE FES & d INLET APRON d INLET APRON 135 700 710 720 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 0 2 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 98 760 1 2 3 4 765 6 7 8 ESA FC F F F C D-9 "A" LINE WB ROUTE 178 EB ROUTE 178 M A T C H L I N E S E E S H E E T D - 1 0 MA T C H L I N E S E E S H E E T D- 8 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY 25 b152.0’ CMP REMOVE 24"x cFES REMOVE aREMOVE FES a G3 DI 26 b c G2 DI f G3 DI aRSP 27 b fREMOVE FES c d eRSP fREMOVE FES fREMOVE FES g101.4’ CMP REMOVE 60"x hREMOVE FES a G3 DI 28 b m G2 DI d e36" RCP q 36" RCP t u 36" RCP 13 13 EASEMENT p 24" RCP 24" RCP r MH s 36" RCP DETAIL, SHEET DD-4 36" RCP, SEE 45 a b c RSP RSP DITCH LINED CONCRETE- 24" RCP 24" RCP RCP 24" eMH GRATE FES & GRATE FES & d INLET APRON c 136 APRON INLET MH 700 700 700 710 700 700 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 0 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 9 770 1 3 3 4 4 6 6 7 7 8 8 9 9 1 1 2 775 775 780 780 FC F C CF F C F F D-10 "A" LINE MA T C H L I N E S E E S H E E T D- 1 1 MAT C H L I N E S E E S H E E T D - 9 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY f 28 h G3 DI i g G2 DI j k FES l RSP aG3 DI29 b cG1 DI ax32.4" CMP REMOVE 8"30 b INLET REMOVE a31 b cDI GT3 d eFES fRSP 31s x107.3’ CMP REMOVE 60"t i u k j GT3 DI l a G1 DI b TO REMAIN Exist 60" PIPE DI GT3 g h G1 DI "A1" LINE "A2" LINE FES REMOVE aG1 DI b eMH SADDLE a 43 b m nDI GT3 FES REMOVE o 32 33 DI G1 12.4% RCP 18" 24" RCP 24" RCP 24" RCP 24" RCP d24" RCP gFES hRSP 24" RCP BASIN #2 DETENTION 24" RCP RCP 24" 24" RCP 24" RCP c MH 24" RCP 24" RCP RCP 24" RCP 24" d 24" RCP e G3 DI f24" RCP w cRSP RSP n INLET APRON iINLET APRON fINLET APRON vINLET APRON d INLET APRON & DEBRIS RACK 24" CSP RISER 137 13u v 36" RCP FES d Conc APRON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 0 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 2 2 43 6 9 8 7 6 4 3 2 1 785 790 795 F F F F F F D-11 C A N T E RI A D RI V E STATE ROUTE 178 MA T C H L I N E S E E S H E E T D - 1 0 R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY qG4 DI r TO REMAIN Exist 60" PIPE p G4 DI "A1" LINE "A2" LINE o b c 43 31 SADDLE MH BE DF OR D GR E E N DRIVE RCP 24" 18" RCP 18" RCP 138 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 0 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 9 8 7 643 2 1 50 45 C C FC F C D-12 "M" LINE MORNING DRIVE MA T C H L I NE S E E S H E E T D- 4R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY a 41 RSP LINED DITCH 139 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 0 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 75 70 6 4 321 9 8 1 2 3 4 1 5 6 C F FC FC F C C F F F F C D-13 "M" LINE A U B U R N S T R E E T MORNING DRIVE MO R NI NGS TA R AVE LYRA COURT MOR NIN GS T AR AVE " A S" LI N E MAT C H L IN E S E E S HE E T D- 1 4 MA T C H L I N E S E E S H E E T D - 5 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY A-1 CB TYPE p q aMH 37 s r b c MH w y xTYPE A-1 CB e MH aa z f v TYPE A CB d a 38 TO GRADE Adj CB b TO GRADE Adj MH cTO GRADE Adj CB t TYPE A CB u 37 37 gMH af ag h ae ad ac abCB TYPE A-1 37 G0 DI G0 DI G0 DI n o GT2 DI 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 18" RCP 18" RCP 24" RCP 18" RCP 18" RCP TO REMAIN Exist 24" RCP (CITY OF BAKERSFIELD) Exist RETENTION BASIN TO REMAIN Exist 24" RCP TO REMAIN Exist MH TO REMAIN Exist MH RCP 18" DI GT1 TO REMAIN Exist 24" RCP 24" RCP arMH 140 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ia014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 NOTE: J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. DRAINAGE PLAN 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 SCALE: 1"=50’ 03/11/13 90858098764321987 F FCFCFC F CC F C F F F C C F D-14 "M" LINE MORNING DRIVE MA T C H L I N E S E E S H E E T D- 1 3 R/W R/W R/W R/W APPROVED FOR DRAINAGE WORK ONLY as37 i ah aj an amaiG0 DI ak G0 DI P A N O R A MA D R I V E STANDARD DRAWING S-9) (SEE CITY OF BAKERSFIELD OUTLET STRUCTURE 37 R/ W R/ W R / W R / W 24" RCP 24" RCP MH 24" RCP j k MH al l RCP 24"m ao aq ap (CITY OF BAKERSFIELD) Exist RETENTION BASIN TO REMAIN Exist 2x18" RCP TO REMAIN Exist 30" RCP TO REMAIN Exist 24" RCP TO REMAIN Exist DI MH 18" PLUG PIPE 18" RCP & 30" PLUG PIPE 30" RCP & 36" PLUG PIPE 36" RCP & 24" PLUG PIPE 24" RCP & D-12 AND D-13) STANDARD DRAWINGS D-11, (PER CITY OF BAKERSFIELD RETENTION BASIN #3 1 1 % 141 24" RCP TO REMAIN Exist DI 18" PLUG PIPE 18" RCP & x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-1 820 a 78.50’ Lt "A" 681+58.23 REMOVE INLET b c e g830 810 81.00’ Rt "A" 680+76.01 FL Elev 815.44 FL Elev 807.81 FL Elev 807.24 DRAINAGE SYSTEM No. 1 »¿SKEW 6227’0 "A" 681+15.20 S=0.0536 800 830 820 810 800 "A" LINE FG OG Conc BACKFILL 24" x 14.0’ RCP REMOVE 24" x 14.0’ HDPE TO REMAIN Exist 24" HDPE TO REMAIN Exist DI NOTE: 1. GRATE ELEVATION IS AT FL AT CENTER OF GRATE. DRAINAGE SYSTEM No. 2 "A" 682+38.80 TO "M4" 708+54.05 MAT C H L I NE 800 810 790 b a 24" FES 25.0’ x 4.8’ x 2.7’ RSP (LIGHT METHOD B)RSP FABRIC FL Elev 800.78 FG OG c 24" x 223.6’ RCP S=0.0882 820 820 810 800 830 242.28’ Rt "A" 682+38.80 d TOP OF GRATE 821.06 H=5.72’ G2 DI, GRATE TYPE 24-12X Elev 814.69 SEE DETAIL, SHEET DD-1 CONCRETE COLLAR 64.60’ Lt "A" 681+50.44k SHEET DD-4 GRATE, SEE DETAIL, FL Elev 806.68 h24" x 11.1’ RCP REMOVE INLET SEE DETAIL, SHEET DD-1 CONCRETE COLLAR 69.25’ Rt "A" 680+80.76 f TO REMAIN Exist 24" RCP TOP OF GRATE 819.14 H=12.56’ G2 DI, GRATE TYPE 24-12X i j SHEET DD-4 GRATE, SEE DETAIL, 142 FL Elev 820.51 FL Elev 820.84 81.00’ Rt "A" 683+94.92 TOP OF GRATE 827.03 H=6.52’ GT4 DI, GRATE TYPE 24-12X bf x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 820 830 810 DRAINAGE SYSTEM No. 2 "A" 682+38.80 TO "M4" 708+54.05 DP-2 bg d e af S=0.0230 S=0.0230 FL Elev 822.33 FL Elev 823.50 81.00’ Rt "A" 684+64.84 24" x 262.6’ RCP FGOG MAT C H L I NE MA T C H L I N E 830 820 810 840 MA T C H L I N E MA T C H L I N E 830 840 820 e f g FL Elev 829.56 FL Elev 829.90 TOP OF GRATE 835.01 H=5.55’ G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 687+27.34 24" x 260.0’ RCP FG OG S=0.0230 S=0.0168 820 830 840 S=0.0050 g h i FL Elev 834.25 FL Elev 834.58 24" x 264.8’ RCP OG FG TOP OF GRATE 841.24 H=7.09’ G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 689+89.34 S=0.0168 MAT C H L I NE MA T CH L I NE 840 830 850 830 840 850 860 143 TOP OF GRATE 828.71 H=6.48’ G2 DI, GRATE TYPE 24-12X 24" x 64.8’ RCP x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE SYSTEM No. 2 "A" 682+38.80 TO "M4" 708+54.05 DP-3 S=0.0050 MA T C H L I N E MAT C H L I NE 830 840 850 830 840 850 860 i j k ak FL Elev 835.91 FL Elev 836.24 81.00’ Rt "A" 692+57.10 TOP OF GRATE 846.64 H=10.83’ G2 DI, GRATE TYPE 24-12X 24" x 219.0’ RCP S=0.0050 OG FG MA T C H L I N E MAT CH L I NE 830 840 850 830 840 850 k l m n 81.00’ Rt "A" 694+78.92 TOP OF GRATE 850.09 H=12.85’ G2 DI, GRATE TYPE 24-12X FL Elev 837.34 FL Elev 837.67 24" x 217.1’ RCP FL Elev 838.76 FL Elev 839.09 81.00’ Rt "A" 696+98.92 TOP OF GRATE 852.62 H=13.96’ G2 DI, GRATE TYPE 24-12X S=0.0050S=0.0050 860 OG FG MAT CH LI NE MA T C H L I N E S=0.0050 o p aq q 24" x 218.5’ RCP FG OG Exist 24" RCP TOP OF GRATE 854.30 H=14.22’ G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 699+20.37 FL Elev 840.18 FL Elev 843.24 24" x 213.5’ RCP 860 840 830 850 860 840 830 850 860 S=0.0050 144 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 6 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE SYSTEM No. 2 "A" 682+38.80 TO "M4" 708+54.05 DP-4 q S=0.0050 MAT CH LI NE MAT CH L I NE 840 850 860 840 850 860 OG FG FL Elev 844.31 FL Elev 844.67 31.23’ Rt "M4" 701+39.49 24" x 198.0’ RCP S=0.0050 r s S=0.0050 MAT CH L I NE MA T C H L I N E s t u OG FG FL Elev 845.89 FL Elev 846.56 TOP OF GRATE 851.62 H=5.83’ G2 DI, GRATE TYPE 24-12X 32.00’ Rt "M4" 703+89.97 S=0.0064 840 850 860 870 870 860 850 840 MAT C H L I NE MA T C H L I N E S=0.0064 u v w 24" x 198.2’ RCP S=0.0131 30.40’ Rt "M4" 706+50.80 FL Elev 848.15 FL Elev 848.53 OG FG 840 850 860 840 850 860 ay TOP OF COVER 854.34 H=10.03’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 853.58 H=5.43’ MH, SEE DETAIL, SHEET DD-3 145 FL Elev 846.82 FL Elev 846.85 32.00’ Rt "M4" 704+37.45 bk TOP OF GRATE 851.78 H=5.06’ G2 DI, GRATE TYPE 24-12X S=0.0064 bj 24" x 40.0’ RCP 24" x 202.7’ RCP 32.00’ Rt "M4" 703+42.37 bh TOP OF GRATE 852.15 H=6.59’ G2 DI, GRATE TYPE 24-12X FL Elev 845.66 FL Elev 845.69 bi 24" x 40.0’ RCP S=0.0050 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE SYSTEM No. 2 "A" 682+38.80 TO "M4" 708+54.05 DP-5 MATCH L I NE 840 850 860 w S=0.0131 x ba FL Elev 851.13 31.00’ Rt "M4" 708+54.05OG FG DRAINAGE SYSTEM No. 2 830 840 840 830 850 850 860 850 840 860 850 840 830 TOP OF GRATE 849.80 Exist DI 129.03’ Lt "A" 685+47.71 FL Elev 842.35 78.50’ Lt "A" 685+28.14 FL Elev 826.77 FL Elev 826.44 REMOVE INLET REMOVE INLET y z aa ac ad ae af ag "A" 685+28.58 820 TO REMAIN Exist 24" AP TO REMAIN Exist 24" AP 820 FES REMOVE "A" LINE S=0.0050 S=0.0050 "A" 692+57.10 ah ai aj ak j 78.58’ Lt "A" 692+57.10 FL Elev 840.63 5.00’ Rt "A" 692+57.10 81.0’ Rt "A" 692+57.10 TOP OF GRATE 846.64 G2 DI FL Elev 839.54 81.0’ Rt "A" 684+64.84 dGT4 DI FL Elev 823.00 "A" LINE FG FG OG OG FL Elev 839.90FL Elev 840.23 24" x 56.0’ CSP ab 24" x 12.0’ HDPE S=0.2782 Exist DI TO REMAIN 24" x 15.0’ RCP e 24" x 72.0’ RCP k i 24" x 80.0’ RCP bb bc 840 850 860 S=0.0058 S=0.0253 al TOP OF GRATE 829.95 H=3.61’ G2 DI, GRATE TYPE 24-12X TOP OF GRATE 846.51 H=5.98’ G2 DI, GRATE TYPE 24-12X TOP OF GRATE 846.41 H=6.51’ G2 DI, GRATE TYPE 24-12 bdINLET APRON TOP OF COVER 857.16 H=6.03’ MH, SEE DETAIL, SHEET DD-3 REMOVE 24" x 64.0’ HDPE Elev 826.37 SEE DETAIL, SHEET DD-1 CONCRETE COLLAR 64.40’ Lt "A" 685+28.58 Elev 823.38 SEE DETAIL, SHEET DD-1 CONCRETE COLLAR 66.50’ Rt "A" 684+73.66 REMOVE 24" x 39.2’ HDPE 146 LOL "SW1" x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 1 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 840 850 DRAINAGE SYSTEM No. 2 DP-6 860 860 850 840840 850 860 850 840 860 850 840 ah al 78.58’ Lt "A" 692+57.10 FL Elev 841.30 24" x 334.0’ RCP MAT C H L I NE 840 850 860 MA T C H L I N E al am FL Elev 845.55 860 FG FG OG OG TOP OF GRATE 846.51 G2 DI "A" 692+57.10 TO "A" 695+94.00 S=0.0127ai S=0.0127 TOP OF GRATE 851.53 H=6.08’ G2 DI, GRATE TYPE 24-12X DRAINAGE SYSTEM No. 2 "A" 699+20.34 81.00’ Lt "A" 699+20.34 TOP OF GRATE 854.25 H=9.98’ G2 DI, GRATE TYPE 24-12X FL Elev 844.37 24" x 82.0’ RCP OG FG 5.00’ Rt "A" 699+20.34 FL Elev 843.96 FL Elev 843.62 FL Elev 843.26 24" x 72.0’ RCP TOP OF GRATE 854.30 G2 DI 81.00’ Rt "A" 699+20.34 an ar ao ap aq p q o S=0.0050 S=0.0050 TOP OF GRATE 854.02 H=10.40’ G2 DI, GRATE TYPE 24-12 "A" LINE beINLET APRON 81.00’ Lt "A" 695+94.00 147 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-7 840 850 860 DRAINAGE SYSTEM No. 2 840 850 860 850 840 860 850 840 79.70’ Lt "A" 699+20.34 TOP OF GRATE 854.25 G2 DI, GRATE TYPE 24-12X FL Elev 845.04 24" x 264.3’ RCP OG FG MAT C H L I N E an ao ar 840 850 860 "A" 699+20.34 TO "M6" 705+14.90 MA T C H L I N E MAT CH L I NE860 18.70’ Lt "M6" 701+88.75 FL Elev 846.36 FL Elev 846.69 24" x 266.1’ RCP OG FG S=0.0050 as ar at 840 850 860 MAT C H L I NE 870 at au 34.67’ Lt "M6" 704+58.71 OG FG TOP OF GRATE 853.63 H=5.71’ G2 DI, GRATE TYPE 24-12X FL Elev 848.02 FL Elev 848.69 S=0.0050 S=0.0050 S=0.0050 TOP OF COVER 854.96 H=8.60’ MH, SEE DETAIL, SHEET DD-3 148 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-8 840 850 860 DRAINAGE SYSTEM No. 2 850 840 850 860 "M4" 703+97.83 TO "M4" 703+89.97 860 ba 7.00’ Lt "M4" 703+97.83 32.00’ Rt "M4" 703+89.97 TOP OF GRATE 854.74 H=5.10’ G2 DI, GRATE TYPE 24-12 24" x 36.2’ RCP TOP OF GRATE 851.62 G2 DI OG FG FL Elev 849.74 FL Elev 846.56 ax ay t u s S=0.0881 DRAINAGE SYSTEM No. 2 "M4" 708+53.71 TO "M4" 708+54.05 az x w S=0.0050 5.55’ Lt "M4" 708+53.71 OG FG 24" x 34.6’ RCP FL Elev 851.97 FL Elev 851.80 MH 31.00’ Rt "M4" 708+54.05 860 850 TOP OF GRATE 857.05 H=5.18’ G3 DI, GRATE TYPE 24-12 "M4" LINE "M4" LINE 149 aw FL Elev 852.51 S=0.0050 ba FL Elev 852.30 az TOP OF GRATE 857.05 H=5.18’ G3 DI, GRATE TYPE 24-12 5.55’ Lt "M4" 708+53.71 11.21’ Lt "M4" 708+98.40 av 24" x 41.9’ RCP TOP OF GRATE 857.08 H=4.57’ G3 DI, GRATE TYPE 24-12X DRAINAGE SYSTEM No. 2 "M4" 708+53.71 TO "M4" 708+98.40 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE SYSTEM No. 5 840 MAT CH LI NE a b c d 96.19’ Lt "A" 698+49.35 "A" 698+10.34 REMOVE 24" x 5.5’ RCPADJUST DI TO GRADE 850 860 830830 840 850 860 e f 24" FESMAT CH L I NE 840 850 860 830 FL Elev 835.13 860 850 840 830 200.60’ Rt "A" 697+32.17 DP-9 Exist 24" RCP OG OG FGConc BACKFILL Exist 24" RCP 24" x 18.2’ RCP 2 o 25.0’ x 4.8’ x 2.7’D RSP (LIGHT, METHOD B) RSP FABRIC k g REMOVE 24" x 111.1’ RCP S=0.0709 "A" LINE 150 82.30’ Rt "A" 697+77.60 Elev 842.07 SEE DETAIL, SHEET DD-1 CONCRETE COLLAR 64.15’ Rt "A" 697+84.87 Elev 842.52 SEE DETAIL, SHEET DD-1 CONCRETE COLLAR x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 840 850 DRAINAGE SYSTEM No. 6 860 850 840 860 850 840 860 850 840 860 S=0.0100 870 880 870 69.00’ Rt "A" 707+79.04 FL Elev 846.32 a b 24" x 296.0’ RCP MA T C H L I N E MAT C H L I NE S=0.0100 FL Elev 843.34 c 870 880 870 880 830830 "A" 707+79.04 TO 710+79.04 FG OG FG OG 69.00’ Rt "A" 710+79.04 GT4 DI DP-10 TOP OF GRATE 852.17 H=5.95’ G4 DI, GRATE TYPE 24-12X b ar l k 151 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-11 850 840 DRAINAGE SYSTEM No. 6 "A" 710+79.04 860 870 MA T C H L I N E S=0.0330 d e f g 49.38’ Lt "M6" 709+06.46 FL Elev 849.83 24" x 101.1’ RCP 24" x 153.4’ RCP FL Elev 845.83 FL Elev 846.50 59.54’ Rt "M6" 709+06.46 880 880 870 860 850 840 "A" LINE MAT C H L I NE MAT CH LI NE S=0.0181 S=0.0050 S=0.0050g h i j k c 20.00’ Lt "M2" 710+79.48 FL Elev 843.05 FL Elev 838.30 FL Elev 839.04 FL Elev 838.71 69.00’ Rt "A" 710+79.04 FL Elev 839.34 840 850 860 870 830 870 860 850 840 830 MA T C H L I N E 840 830 850 860 870 870 860 850 840 830 FG OG FG OG G2 DI TOP OF GRATE 848.12 H=8.88’ GT4 DI, GRATE TYPE 24-12X TOP OF GRATE 847.65 H=8.94’ G2 DI, GRATE TYPE 24-12 24" x 81.7’ RCP p TOP OF GRATE 855.51 H=5.68’ G1 DI, GRATE TYPE 24-12 TOP OF GRATE 851.50 H=5.67’ G1 DI, GRATE TYPE 24-12 S=0.0050 b FL Elev 840.01 MAT C H L I NE l m n 24" x 52.7’ RCP FL Elev 840.28 FL Elev 840.61 31.00’ Rt "M5" 710+86.96 24" x 271.2’ RCP OG FG S=0.0496 S=0.0050 24" x 60.0’ RCP ar TOP OF GRATE 844.99 H=4.81’ G2 DI, GRATE TYPE 24-12X "M6" LINE "M5" LINE ax ay INLET APRON az APRON INLET 152 INLET APRON 5.00’ Rt "A" 710+79.04 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 6 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 830 DRAINAGE SYSTEM No. 6 850 840 850 840 830 850 840 840 850 860 830 820 MAT C H L I NE 830 860 MAT CH LI NE S=0.0100 h p q r 20.0’ Lt "A" 710+79.48 24" x 211.8’ RCP 20.00’ Lt "M2" 712+95.12 FL Elev 837.63 FL Elev 835.50 FL Elev 835.17 S=0.0200 820 860 r s 29.21’ Lt "M2" 715+72.26 FL Elev 829.70 "A" 710+79.48 TO "M2" 715+72.26 DP-12 FG OG FG OG TOP OF GRATE 847.93 H=10.40’ G2 DI, GRATE TYPE 24-12X G2 DI 840 850 860 MA T C H L I N E n o S=0.0496 FL Elev 854.06 24.00’ Rt "M5" 706+44.89 DRAINAGE SYSTEM No. 6 "A" 710+79.04 i TOP OF GRATE 843.60 H=8.53’ G2 DI, GRATE TYPE 24-12X u v TOP OF GRATE 858.68 H=4.72’ GRATE TYPE 24-12X G2 DI 153 bd 27.68’ Lt "M2" 715+26.30 FL Elev 830.62 d be 24" x 43.1’ RCP FL Elev 830.56 24" x 227.4’ RCP 35 S=0.0200 TOP OF GRATE 839.75 H=9.29’ G2 DI, GRATE TYPE 24-12X x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-13 830 820 DRAINAGE SYSTEM No. 6 840 850 MA T CH L I NE "M2" 715+71.93 TO "A" 729+46.82 "M2" LINE 860 S=0.0100 t u s v w x S=0.0177 30" x 196.5’ RCP 69.00’ Lt "A" 716+00.00 FL Elev 828.55 36.93’ Lt "M2" 715+71.93 S=0.0110 24.0" x 5.4’ RCP FL Elev 832.38 FL Elev 832.32 "M2" 715+72.26 29.21’ Lt MA T C H L I N E 860 850 840 830 820 S=0.0177 x MATCH L I NE aa 69.00’ Lt "A" 720+27.47 FL Elev 818.15 FL Elev 818.03 MAT CH LI NE MAT CH LI NE S=0.0300z 820 830 840840 830 820 830 820 810 830 820 810 FG OG FG OG FGOG TOP OF GRATE 839.22 H=10.29’ G2 DI, GRATE TYPE 24-12X TOP OF GRATE 837.11 H=9.76’ G2 DI, GRATE TYPE 24-12X y 69.00’ Lt "A" 717+99.47 FL Elev 823.98 FL Elev 823.90 S=0.0257 S=0.0257 z 30" x 224.0’ RCP ab 30" x 227.0’ RCP 24" x 48.5’ RCP r j36 TOP OF GRATE 831.56 H=7.76’ G2 DI, GRATE TYPE 24-12X TOP OF GRATE 824.72 H=6.79’ G4 DI, GRATE TYPE 24-12X FL Elev 827.45 FL Elev 829.03 154 TOP OF COVER 840.80 H=8.42’ MH, SEE DETAIL, SHEET DD-3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 2 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-14 810 800 DRAINAGE SYSTEM No. 6 820 830 MAT C H L I NE "M2" 715+71.93 TO "A" 729+46.82 MA T C H L I N E MA T C H L I N E 820 810 800 810 800 790 MA T C H L I N E MAT C H L I N E S=0.0250ab ac ad 69.00’ Lt "A" 722+58.30 FL Elev 811.22 FL Elev 809.44 30" x 208.5’ RCP 830 820 810 800 af S=0.0250 30" x 168.5’ RCP 790 810 800 790 ah ai 69.00’ Lt "A" 729+46.82 FL Elev 791.73 S=0.0250 780 810 800 790 780 FG FGOG FGOG S=0.0250 OG ao FL Elev 799.48 FL Elev 799.15 ah 30" x 296.9’ RCP ag 67.70’ Lt "A" 726+44.30 a12 TOP OF GRATE 817.80 H=8.46’ G4 DI, GRATE TYPE 24-12X TOP OF GRATE 797.03 H=6.07’ G2 DI, GRATE TYPE 24-12X ae 69.00’ Lt "A" 724+70.93 FL Elev 804.23 FL Elev 803.70 TOP OF GRATE 811.42 H=7.82 G4 DI, GRATE TYPE 24-12X au af TOP OF COVER 806.03 H=6.88’ MH, SEE DETAIL, SHEET DD-3 155 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib015.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-15 820 DRAINAGE SYSTEM No. 6 840 MAT C H L I NE 800 "M1" 719+50.03 TO 722+58.30 810 S=0.0490 S=0.0432 MAT CH L I NE aj ak al am 4.00’ Rt "M1" 719+50.03 FL Elev 825.72 24" x 246.6’ RCP 4.00’ Rt "M1" 720+18.00 FL Elev 821.85FL Elev 822.52 840 830 810 820 am S=0.0432 S=0.0050 an ao ac 5.50’ Rt "M1" 722+68.60 69.00’ Lt "A" 722+58.30 FL Elev 809.89 FL Elev 811.13 FL Elev 810.28 790 820 810 800 790 "M1" LINE S=0.0050 ap aq an 19.13’ Lt "M1" 722+68.60 FL Elev 810.39 FL Elev 810.28 5.50’ Rt "M1" 722+68.60 800 820 810 790 "M1" 722+68.60 FG OG FG OG FG OG 830 820 810 800 790 810 800 840 860 850 830 as 7.00’ Lt "M5" 710+00.00 c 69.00’ Rt "A" 710+79.04 GT4 DI FL Elev 843.00 FG OG S=0.0100 ar FL Elev 843.98 870 820 "A" 710+79.04 TO "M5" 710+00.00 G4 DI G2 DI TOP OF GRATE 850.85 H=6.97’ G4 DI, GRATE TYPE 24-12 18" x 97.4’ RCP b k l 24" x 21.8’ RCP 24" x 73.7’ RCP TOP OF GRATE 816.90 H=6.72’ G2 DI, GRATE TYPE 24-12 24" x 65.2’ RCP TOP OF GRATE 826.81 H=5.06’ G4 DI, GRATE TYPE 24-12TOP OF GRATE 830.69 H=5.07’ G3 DI, GRATE TYPE 24-12 aq ab ad ao am TOP OF GRATE 814.59 H=4.30’ G3 DI, GRATE TYPE 24-12X 800 820 810 790 840 860 850 830 870 790 810 800 820at 5.50’ Rt "M1" 724+60.00 TOP OF GRATE 811.00 H=4.77’ G2 DI, GRATE TYPE 24-12X auFL Elev 806.33 24" x 17.0’ RCP FL Elev 806.16 69.00’ Lt "A" 724+70.93 ae OG FG ad af S=0.0100 "M1" 724+60.00 TO "A" 724+70.93 840 850 830 820 840 850 830 820 av 40.06’ Lt "M2" 717+62.37 TOP OF GRATE 837.74 H=5.10’ G2 DI, GRATE TYPE 24-12X FL Elev 832.74 aw 24" x 113.9’ RCP FL Elev 824.58 S=0.0716 y 69.00’ Lt "A" 717+99.47 FG OG G2 DI x z "M1" LINE "M2" 717+59.39 156 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 2 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib016.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 830 DRAINAGE SYSTEM No. 7 840 850 840 830 850 840 840 850 860 830 830 860 820 DP-16 "M5" 714+38.32 to "M3" 722+84.49 S=0.0300 MA T C H L I N E a b 20.0’ Rt "M5" 714+38.32 24" x 258.4’ RCP FL Elev 835.60 870 880 880 870 860 850 870 MAT CH L I NE MAT C H L I NE S=0.0300 b FG OG OG FL Elev 827.85 FL Elev 827.52 c 76.00’ Rt "A" 717+02.00 FG d 24" x 254.0’ RCP S=0.0300 TOP OF GRATE 840.86 H=5.36’ G2 DI, GRATE TYPE 24-12X TOP OF COVER 834.38 H=6.86’ MH, SEE DETAIL, SHEET DD-3 157 FL Elev 846.39 S=0.0050 FL Elev 846.69 bb TOP OF GRATE 851.69 H=5.00’ G1 DI, GRATE TYPE 24-12 bc 24" x 60.6’ RCP 69.00’ Rt "A" 707+79.04 aFG TOP OF GRATE 852.17 H=5.95’ G4 DI, GRATE TYPE 24-12X ba 5.00’ Rt "A" 707+79.04 "A" LINE OG 860 870 850 DRAINAGE SYSTEM No. 6 "A" 707+79.04 FL Elev 805.65 69.00’ Lt "A" 724+70.93 ae ad au bh bf FL Elev 805.95 S=0.0050 TOP OF GRATE 810.95 H=5.00’ G1 DI, GRATE TYPE 24-12 bg 5.00’ Lt "A" 724+70.93 24" x 60.6’ RCP 820 810 800 DRAINAGE SYSTEM No. 6 "A" 724+70.93 APRON INLET APRON INLET "A" LINE x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib017.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 830 DP-17 "M5" 714+38.32 TO "M3" 722+17.36 MAT CH L I NE "M3" LINE S=0.0100 h g f FL Elev 812.02 FL Elev 811.35 69.00’ Rt "A" 722+62.97 25.68’ Rt "M3" 722+64.11 820 810 800 800 810 820 DRAINAGE SYSTEM No. 7 "A" 719+61.00 840 830 820 810 840 830 820 810 FG OG 24" x 35.8’ RCP TOP OF GRATE 817.66 H=6.41’ G4 DI, GRATE TYPE 24-12X S=0.0250 S=0.0050 5.00’ Rt "A" 719+61.00 FG OGm e G4 DI, GRATE TYPE 24-12X 72.10’ Rt "A" 719+61.00 n 24" x 62.6’ RCPFL Elev 821.21 FL Elev 820.90 d f "A" LINE oINLET APRON TOP OF GRATE 826.25 H=5.04’ G3 DI, GRATE TYPE 24-12 158 S=0.0250 MA T C H L I N E MAT C H L I NE 820 810 830 e f 72.10’ Rt "A" 719+61.00 FL Elev 819.90 FL Elev 819.47 24" x 298.0’ RCP 830 820 810 800 FG OG TOP OF GRATE 826.72 H=7.35 G4 DI, GRATE TYPE 24-12X d n S=0.0300 "M5" 714+38.32 to "M3" 722+84.49 S=0.1152 l k j i 24" FES FL Elev 811.00 FL Elev 810.33 FL Elev 800.12 25.0’ x 4.8’ x 2.7D RSP (LIGHT, METHOD B) 24" x 88.6’ RCP TOP OF GRATE 817.16 H=6.93’ G2 DI, GRATE TYPE 24-12X 96.60’ Rt "M3" 722+09.29 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib018.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-18 830 830 830 820 810 820 810 820 810 800 800 DRAINAGE SYSTEM No. 9 "A" 722+84.06 "M1" LINE 800 790 780 MA T C H L I N E a b c S=0.0329 830 820 810 800 790 780 "A" LINE "M3" LINE 790 780 790 780 MATCH L I NE S=0.0329 d FL Elev 782.71 139.77’ Lt "M1" 723+63.70 FL Elev 798.61 108.64’ Rt "M3" 721+79.12 FG OG FG OG c 36.0’ x 7.2’ x 2.7’D RSP (LIGHT, METHOD B) SEE DETAIL, SHEET DD-4 36" x 483.7’ RCP 36" FES & GRATE 36" FES & GRATE 159 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 6 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib019.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-19 810 800 "A" 730+12.52 790 780 810 800 790 780 ai6 a b d e 69.00’ Lt "A" 729+46.82 FL Elev 791.06 5.00’ Rt "A" 730+17.42 FL Elev 786.73 FL Elev 789.00 FL Elev 789.59 69.00’ Rt "A" 730+17.42 S=0.0100 "A" LINE S=0.0440 DRAINAGE SYSTEM No. 12 FG OG 30" x 98.5’ RCP TOP OF GRATE 794.20 H=8.14’ G2 DI, GRATE TYPE 24-12 24" x 59.0’ RCP TOP OF GRATE 794.59 H=5.10’ G3 DI, GRATE TYPE 24-12X G2 DI ah6 a13 cINLET APRON 160 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib020.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-20 790 800 810 MA T C H L I N E MA T C H L I N E MA T C H L I N E 770 760 MAT CH L I NE 790 750 S=0.0376 a 36" x 223.8’ RCP 810 800 790 780 780 770 780 770 760 S=0.0376 c MAT CH L I NE MA T C H L I N E S=0.0381c 780 770 760 760 770 750 S=0.0381 e MA T C H L I N E S=0.0329 f c 5.00’ Rt "A" 738+56.05 FL Elev 754.65 FL Elev 753.98 36" x 307.2’ RCP 750 760 740 17 "A" 730+17.40 TO 766+45.71 DRAINAGE SYSTEM No. 13 FG OG FG OG FG OG FGOG b 5.00’ Rt "A" 732+47.10 FL Elev 777.45 FL Elev 777.64 36" x 295.1’ RCP S=0.0376 d 5.00’ Rt "A" 735+48.10 FL Elev 766.16 FL Elev 766.35 S=0.0376 e 36" x 302.1’ RCP e17 b17 b 5.00’ Rt "A" 730+17.42 FL Elev 786.06 12 12 a 12 d TOP OF COVER 785.39 H=7.94’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 773.80 H=7.64’ MH, SEE DETAIL, SHEET DD-3 161 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib021.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-21 750 760 MAT CH L I NE MA T C H L I N E MAT C H L I NE 740 730 720 MAT C H L I NE MA T C H L I N E MA T C H L I N E MA T C H L I N E MAT CH L I NE 740 750 740 730 f h S=0.0329 S=0.0329 740 730 750 740 730 S=0.0251 j c 5.00’ Rt "A" 748+00.00 FL Elev 725.26FL Elev 725.59 k S=0.0100 36" x 295.0’ RCP 730 720 740 730 740 730 720 "A" 730+17.40 TO 766+45.71 22 DRAINAGE SYSTEM No. 13 FGOG FG OG FG OG FG OG g 5.00’ Rt "A" 741+69.17 FL Elev 743.87 FL Elev 743.70 36" x 307.2’ RCP S=0.0329 h 36" x 308.0’ RCP i 5.00’ Rt "A" 744+82.17 FL Elev 733.57 FL Elev 733.44 S=0.0251 j 36" x 312.8’ RCP c21 l 5.00’ Rt "A" 751+00.00 FL Elev 722.25FL Elev 722.31 k e22 b22 TOP OF COVER 750.05 H=6.35’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 740.91 H=7.47’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 732.22 H=9.97’ MH, SEE DETAIL, SHEET DD-3 162 m x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 3 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib022.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-22 MAT CH L I NE MA T C H L I N E MA T C H L I N E MAT C H L I NE MA T C H L I N E MA T C H L I N E MAT CH L I NE MAT CH L I NE 720 730 m 24 c 5.00’ Rt "A" 754+00.00 FL Elev 719.30 FL Elev 719.26 S=0.0100 S=0.0100 n 36" x 257.0’ RCP 730 720 730 720 730 720 710 S=0.0100 p 26 c q 5.00’ Rt "A" 759+22.00 FL Elev 714.08 FL Elev 714.04 S=0.0100 q 36" x 312.4’ RCP 720 710 720 710 730 720 710 720 710 "A" 730+17.40 TO 766+45.71 DRAINAGE SYSTEM No. 13 FG OG FG OG FG OG FG OG o 5.00’ Rt "A" 756+61.00 FL Elev 716.69 FL Elev 716.64 n p 36" x 256.0’ RCP S=0.0100 r s 5.00’ Rt "A" 762+39.40 FL Elev 710.92 FL Elev 710.86 24 e 24 b 36" x 295.0’ RCP 26 e 26 b TOP OF COVER 726.32 H=9.68’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 720.25 H=9.39’ MH, SEE DETAIL, SHEET DD-3 163 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib023.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-23 MAT C H L I NE 700 710 720 MAT CH L I NE MA T C H L I N E s S=0.0100 720 710 700 700 710 720 700 710 720 s t u 5.00’ Rt "A" 765+50.00 FL Elev 707.80 DRAINAGE SYSTEM No. 13 FG OG 36" x 306.3’ RCP c27 "A" 730+17.40 TO 769+04.77 164 v w FL Elev 707.13 36" x 396.8’ RCP 36" FES S=0.0304 FG OG 36.0 x 7.2 x 2.7D RSP (LIGHT METHOD B) 169.15’ Rt "A" 769+04.77 Elev 695.08 720 710 700 690 720 710 700 690 MAT CH LI NE MAT C H L I NE u OG FG S=0.0304 TOP OF COVER 716.99 H=9.86’ MH x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 2 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib024.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-24 780 770 780 770 760 760 750 740 750 740 S=0.0100 S=0.0100 69.00’ Lt "A" 738+56.05 a b c e f 5.00’ Rt "A" 738+56.05 "A" LINE 69.00’ Rt "A" 738+56.05 FL Elev 757.47 FL Elev 756.88 FL Elev 756.78 FL Elev 757.47 DRAINAGE SYSTEM No. 17 "A" 738+56.05 740 750 730 720 740 750 730 720 "M3" 747+36.84 FL Elev 730.65 d e DRAINAGE SYSTEM No. 21 FG OG 83.75’ Rt "A" 747+96.14 TOP OF GRATE 762.17 H=4.80’ G3 DI, GRATE TYPE 24-12X 24" x 69.0’ RCP TOP OF GRATE 761.70 H=7.72’ G2 DI, GRATE TYPE 24-12 24" x 59.0’ RCP TOP OF GRATE 762.17 H=4.80’ G3 DI, GRATE TYPE 24-12X 740 750 730 720 S=0.0057 a b 89.17’ Lt "A" 746+73.70 FL Elev 731.82 c FG OG 750 740 730 720 MAT C H L I NE MAT C H L I NE 36.0’ x 7.2’ x 2.7’D RSP (LIGHT, METHOD B) SEE DETAIL SHEET DD-4 36" x 211.9’ RCP 36.0’ x 7.2’ x 2.7’D RSP (LIGHT, METHOD B) c "A" LINE S=0.0057 13 j 13 e 13 f Conc BACKFILL dINLET APRON 36" GRATE 36" FES & 36" GRATE 36" FES & 165 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib025.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 730 720 730 "A" 748+00.00 720 710 DRAINAGE SYSTEM No. 26 "A" 759+22.00 740 750 750 740 730 720 S=0.0067 S=0.0100 a b c e 69.00’ Lt "A" 748+00.00 FL Elev 730.68 5.00’ Rt "A" 748+00.00 69.00’ Rt "A" 748+00.00 FL Elev 730.95 FL Elev 730.36 FL Elev 730.22 "A" LINE DRAINAGE SYSTEM No. 24 "A" 754+00.00 S=0.0050 S=0.0100 "A" LINE a b c e f 69.00’ Lt "A" 754+00.00 FL Elev 724.37 FL Elev 724.03 FL Elev 724.07 69.00’ Rt "A" 754+00.00 5.00’ Rt "A" 754+00.00 FL Elev 724.66 730 740 720 740 730 720 S=0.0050 S=0.0100 "A" LINE b e f c a 69.00’ Lt "A" 759+22.00 FL Elev 719.39 5.00’ Rt "A" 759+22.00 FL Elev 719.05 FL Elev 719.44 FL Elev 720.03 69.00’ Rt "A" 759+22.00 730 720 710 DRAINAGE SYSTEM No. 22 DP-25 FG OG FGOG FGOG TOP OF GRATE 735.60 H=5.02’ G3 DI, GRATE TYPE 24-12X 24" x 69.0’ RCP 24" x 59.0’ RCP13 13 j k TOP OF GRATE 729.28 H=5.01’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 728.81 H=9.55’ G2 DI, GRATE TYPE 24-12 TOP OF GRATE 729.28 H=4.72’ G3 DI, GRATE TYPE 24-12X 24" x 69.0’ RCP 24" x 59.0’ RCP 13 m TOP OF GRATE 723.80 H=4.51’ G3 DI, GRATE TYPE 24-12X 24" x 59.0’ RCP24" x 69.0’ RCP 13 p TOP OF GRATE 724.78 H=4.85’ G3 DI, GRATE TYPE 24-12X 13 n TOP OF GRATE 723.33 H=9.29’ G2 DI, GRATE TYPE 24-12 13 q TOP OF GRATE 735.60 H=4.75’ G3 DI, GRATE TYPE 24-12dINLET APRON dINLET APRON dINLET APRON 166 TOP OF GRATE 735.13 H=9.87’ G2 DI, GRATE TYPE 24-12 f x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib026.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-26 MAT CH L I NE DRAINAGE SYSTEM No. 27 "A" LINE MA T C H L I N E a b c S=0.0250 700 710 720 720 710 700 720 710 700 c S=0.0250 d e 720 710 700 690 "A" 764+74.47 FG OG FG OG 18.0’ x 7.2’ x 2.7’D RSP (LIGHT, METHOD B) SEE DETAIL, SHEET DD-4 36" x 264.2’ RCP, 106.66’ Lt "A" 764+74.45 14.0’ x 7.2’ x 2.7’D RSP (LIGHT, METHOD B) 157.50’ Rt "A" 764+74.49 FL Elev 700.80 FL Elev 707.40 36" GRATE 36" FES & 36" GRATE 36" FES & 13 s 167 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 1: 28 : 2 7 P M 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>RValdez DGN FILE =>0600000041ib027.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-27 DRAINAGE SYSTEM No. 28 720 710 840 830 720 710 MATCH L I NE S=0.0100 S=0.0150 a b m d 69.00’ Lt "A" 765+50.00 5.00’ Lt "A" 765+50.00 24" x 268.0’ RCPFL Elev 710.97FL Elev 711.70FL Elev 712.29 d S=0.0150 f S=0.0150 g5.00’ Lt "A" 771+00.00 FL Elev 702.77 MA T C H L I N E MAT CH L I NE MAT C H L I NE 720 710 700 720 710 700 720 710 700 720 710 700 690 690 "A" LINE "A" 765+50.00 TO "A1" 771+00.00 FG OG FGOG FG OG G2 DI f 24" x 268.0’ RCP S=0.0150 e 7.35’ Lt "A" 768+25.00 FL Elev 706.79 FL Elev 706.95 24" x 59.5’ RCP i j TOP OF GRATE 717.21 H=5.02’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 716.74 H=5.77’ G2 DI, GRATE TYPE 24-12 c INLET APRON TOP OF COVER 713.18 H=6.39’ MH, SEE DETAIL, SHEET DD-3 168 n INLET APRON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib028.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 710 700 690 720 710 720 690 700 69.88’ Lt "A" 771+00.00 h FL Elev 703.57 S=0.0100 FL Elev 702.87 FL Elev 702.05 5.00’ Lt "A" 771+00.00 "A" LINE S=0.0100 FL Elev 700.93 i j 24" x 111.8’ RCP g 118.79’ Rt "A" 771+00.00 k 24" FES "A" 771+00.00 l DP-28 DRAINAGE SYSTEM No. 29 690 S=0.0050 a b c FL Elev 697.50 FL Elev 697.19 700 710 710 700 690 "A1" LINE 51.00’ Lt "A1" 775+31.00 13.00’ Rt "A1" 775+31.00 "A1" 775+31.00 FG OG FG OG TOP OF GRATE 708.00 H=5.95’ G2 DI, GRATE TYPE 24-12 DRAINAGE SYSTEM No. 28 24" x 61.5’ RCP 24" x 70.4’ RCP S=0.0050 S=0.0050 FL Elev 696.00 FL Elev 695.27 d 24" x 79.0’ RCP f 24" x 77.4’ RCP e 36.27’ Rt "A2" 775+31.95 FL Elev 695.61 f FL Elev 694.89 h g 24" FES 25.0’ x 4.8’ x 2.7’D RSP (LIGHT, METHOD B) 25.0’ x 4.8’ x 2.7’D RSP (LIGHT, METHOD B) 116.41’ Rt "A2" 775+31.98 TOP OF GRATE 708.51 H=5.04’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 701.77 H=6.60’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 702.09 H=6.09’ G1 DI, GRATE TYPE 24-12 TOP OF GRATE 703.05 H=5.65’ G3 DI, GRATE TYPE 24-12X nINLET APRON iINLET APRON 169 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib029.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 5.40’ Rt "A1" 778+38.02 a FL Elev 695.29 710 700 690 720 S=0.0417 FL Elev 692.11 FL Elev 691.81 40.00’ Rt "A2" 778+33.15 c b d 24" x 79.0’ RCP S=0.0050 f e 24" FES FL Elev 691.41 120.49’ Rt "A2" 778+27.23 DP-29 720 710 700 690 710 700 690 S=0.0050 DRAINAGE SYSTEM No. 31 a g h FL Elev 695.62 FL Elev 696.06 710 700 690 5.40’ Rt "A1" 778+38.02 0.00’ Rt "A1" 779+27.69 "A1" 778+38.02 TO 779+27.69 FG OG FG OGG1 DI 24" x 87.4’ RCP TOP OF GRATE 700.49 H=4.43’ G1 DI, GRATE TYPE 24-12 TOP OF GRATE 700.34 H=5.05’ G1 DI, GRATE TYPE 24-12 24" x 76.3’ RCP TOP OF GRATE 697.10 H=5.39’ GT3 DI, GRATE TYPE 24-12X 25.0’ x 4.8’ x 2.7’D RSP (LIGHT, METHOD B) g i b "A1" 778+38.02 TO "A2" 778+27.23 "A1" LINE "A2" LINE vINLET APRON 170 "A1" LINE x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 4 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib030.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-30 DRAINAGE SYSTEM No. 31 S=0.0030 S=0.0030 MA T C H L I N Ec i j l m 700 690 680 40.00’ Rt "A2" 778+33.15 38.66’ Rt "A2" 779+26.68 38.66’ Rt "A2" 780+12.79 700 690 680FL Elev 691.89 FL Elev 692.19 FL Elev 692.20 k MA T C H L I N E m FL Elev 692.47 FL Elev 692.59 700 690 680 S=0.0040 S=0.0046 n o p38.65’ Rt "A2" 781+10.07 69.71’ Rt "A1" 783+31.67 24" x 209.0’ RCPFL Elev 692.96 FL Elev 693.11 680 690 700 FL Elev 694.08 S=0.0050 q r 18" x 123.7’ RCP 55.50’ Lt "A1" 783+42.02 700 710 690 FL Elev 695.04 710 700 690 FL Elev 694.41 p 69.71’ Rt "A1" 783+31.67 FG OG FGOG FG OG Conc BACKFILL Conc BACKFILL Conc BACKFILL Conc BACKFILL GT3 DI G4 DI 24" x 89.2’ RCP 24" x 81.7’ RCP TOP OF GRATE 696.65 H=4.56’ GT3 DI, GRATE TYPE 24-12X TOP OF GRATE 696.85 H=4.48’ GT3 DI, GRATE TYPE 24-12X TOP OF GRATE 697.40 H=4.54’ GT3 DI, GRATE TYPE 24-12X 24" x 92.6’ RCP TOP OF GRATE 700.35 H=6.37’ G4 DI, GRATE TYPE 24-12X r TOP OF GRATE 704.54 H=9.60’ G4 DI, GRATE TYPE 24-12X o b d "A1" LINE "A1" 783+42.04 TO 783+31.67 "A2" 778+33.15 TO "A1" 783+31.67 Exist 60" PIPE 171 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib031.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-31 710 700 690 710 700 690MAT CH LI NE 710 700 690 680 710 700 690 680 MAT CH L I NE 680 680 a FL Elev 691.00 b 24" x 205.4’ RCP S=0.0030 d S=0.0030 e FL Elev 689.68 115.79’ Lt "A1" 777+45.82 0.00’ Lt "A1" 781+23.58 "A1" 777+45.82 TO "A1" 781+23.58 DRAINAGE SYSTEM No. 32 680 S=0.0050 a 80.00’ Rt "A2" 780+75.92 FL Elev 689.91 FL Elev 689.65 TOP OF COVER 697.97 Exist MH 60.00’ Rt "A2" 781+30.63 b 690 700 DRAINAGE SYSTEM No. 33 "A2" 780+75.92 TO 781+30.63 690 700 680 FG OG FGOG FG OG FL Elev 690.38 FL Elev 690.24 c 50.40’ Lt "A1" 779+41.73 24" x 186.8’ RCP TOP OF COVER 701.04 H=13.08’ SADDLE MH 24" x 52.2’ RCP Exist 60" PIPE Exist 60" PIPE TOP OF GRATE 694.00 H=3.00’ G1 DI, GRATE TYPE 24-12 TOP OF GRATE 696.11 H=6.20’ G1 DI, GRATE TYPE 24-12 "A1" LINE fINLET APRON d APRON INLET Conc BACKFILL TOP OF COVER 702.01 H=11.77’ MH, SEE DETAIL, SHEET DD-3 172 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 2 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib032.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-32DRAINAGE SYSTEM No. 34 MAT CH L I NE 860 850 840 a b S=0.0084 39.00’ Rt "M" 51+61.25 FL Elev 852.89 24" x 267.5’ RCP 860 850 840 MA T C H L I N E MA T C H L I N E S=0.0084 S=0.0097 b c d 39.00’ Rt "M" 54+27.71 FL Elev 855.15 FL Elev 855.82 24" x 270.9’ RCP 850 840 860 860 850 840 870870 MA T C H L I N E S=0.0097 d e 39.00’ Rt "M" 56+97.52 FL Elev 858.46850 860 870 850 860 870 "M" 51+61.25 TO 56+97.52 850 870 860 "M" LINE S=0.0050 S=0.0050 "M" 51+61.24 f g a h i j k l 51.00’ Lt "M" 51+61.23 FL Elev 853.32 24" FES FL Elev 852.18 FL Elev 852.17 FL Elev 852.22 FL Elev 852.89 39.00’ Rt "M" 51+61.25 S=0.0050 24" x 8.0’ RCP 850 860 870 FG OG FG OG FG OG FG OG 51.00’ Rt "M" 51+61.23 24" x 86.1’ RCP 24" x 70.8’ RCP 25.0 x 4.8 x 2.7D RSP (LIGHT METHOD B) FL Elev 851.82 62.81’ Rt "M3" 710+79.29 g h o n s 850 860 870 r b TOP OF GRATE 858.31 H=5.09’ G3 DI, GRATE TYPE 24-12X TOP OF COVER 858.67 H=6.45’ MH, SEE DRAINAGE DETAILS TOP OF GRATE 858.31 H=6.24’ G3 DI, GRATE TYPE 24-12X TOP OF COVER 858.67 MH TOP OF COVER 862.12 H=6.97’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 865.23 H=6.27’ MH, SEE DETAIL, SHEET DD-3 173 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib033.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-33 DRAINAGE SYSTEM No. 34 "M" 56+97.50 870 860 850 "M" LINE S=0.0050 S=0.0050 m n c o p "M" 54+27.70 51.00’ Lt "M" 54+27.68 FL Elev 856.75 39.00’ Rt "M" 54+27.71 FL Elev 856.72 FL Elev 856.32 FL Elev 856.76 51.00’ Rt "M" 54+27.64 24" x 8.0’ RCP 840 870 860 850 "M" LINE q r e s t67.00’ Lt "M" 56+97.47 FL Elev 859.63 FL Elev 859.13 FL Elev 859.84 FL Elev 859.90 51.00’ Rt "M" 56+97.63 24" x 7.4’ RCP 39.00’ Rt "M" 56+97.52 S=0.0050 S=0.0050 860 850 870 880 840 880 870 860 850 FG OG FG OG TOP OF GRATE 861.76 H=5.10 G3 DI, GRATE TYPE 24-12X 24" x 86.5’ RCP 24" x 100.3’ RCP d b d TOP OF GRATE 861.76 H=5.11’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 864.87 H=5.07’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 864.58 H=4.95’ G3 DI, GRATE TYPE 24-12X TOP OF COVER 862.12 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 865.23 MH, SEE DETAIL, SHEET DD-3 174 PIPE INTO MH, EL=862.00 CONNECT DECK DRAIN PIPE INTO DI, EL=862.00 CONNECT DECK DRAIN x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib034.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 850 870 860 860 850 DRAINAGE SYSTEM No. 36 MAT C H L I NE S=0.0050 S=0.0050 "M" 61+99.15 TO 65+94.11 a b c d e 43.07’ Rt "M" 61+99.15 FL Elev 854.67 FL Elev 855.46FL Elev 855.13 24" x 295.6’ RCP 43.02’ Rt "M" 62+94.55 S=0.0050 d MAT CH L I NE 43.06’ Rt "M" 65+94.11 FL Elev 856.94 850 860 870 870 840 830 820 870 860 850 840 830 820 890 880 870 860 860 850850 S=0.0069 a b c 50.32’ Lt "M" 60+46.70 FL Elev 863.74 FL Elev 862.96 FL Elev 862.29 24" x 113.4’ RCP 67.00’ Rt "M" 60+46.70 DRAINAGE SYSTEM No. 35 "M" 60+46.70 FG OG FG OG FG OG 840 830 TOP OF GRATE 868.58 H=4.94 G3 DI, GRATE TYPE 24-12X DP-34 24" x 92.6’ RCP f l m q p TOP OF GRATE 868.25 H=5.96’ G3 DI, GRATE TYPE 24-12X "M" LINE TOP OF COVER 868.33 H=13.20’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 862.85 H=5.91’ MH, SEE DETAIL, SHEET DD-3 175 S=0.2232 d 24" x 131.0’ CSP bd 27.68’ Lt "M2" 715+26.30 be r FL Elev 833.05 890 880 870 6 TOP OF COVER 868.98 H=14.31’ MH, SEE DETAIL, SHEET DD-3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib035.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-35 DRAINAGE SYSTEM No. 36 860 850 870 860 850 870 a FL Elev 854.33 g FL Elev 854.30 f24" x 6.0’ RCP S=0.0050 43.07’ Rt "M" 61+99.15 52.18’ Rt "M" 61+99.15 FL Elev 853.97 S=0.0050 h FL Elev 853.81 FL Elev 853.14 81.05’ Rt "M" 61+79.71 i S=0.0781 j 24" x 257.4’ RCP "M" 61+99.15 TO "M2" 715+71.93 FG OG MAT C H L I NE 880 890 840 890 880 840 830 MA T C H L I NE j OG FL Elev 833.05 840 850 860 830 840 850 860 890 880 870 890 880 870 S=0.0781 tMH6 36.93’ Lt "M2" 715+71.93 FG 830 TOP OF GRATE 868.68 H=14.81 G4 DI, GRATE TYPE 24-12X TOP OF GRATE 867.89 H=14.75’ G4 DI, GRATE TYPE 24-12X 24" x 32.6’ RCP b d35 TOP OF COVER 868.98 H=14.65 MH, SEE DETAIL, SHEET DD-3 176 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib036.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 880 870 860 DP-36 880 870 860S=0.0100 k l c 43.02’ Rt "M" 62+94.55 FL Elev 862.17 FL Elev 860.60 m S=0.0100 31.00’ Lt "M1" 713+74.40 n "M" 62+94.49 TO "M1" 713+74.40 870 860 850 840 830 820 860 850 840 830 820 "M" LINE "M" LINE 51.00’ Lt "M" 65+94.12 FL Elev 863.08 FL Elev 861.50 S=0.0050 FL Elev 858.06 o p FL Elev 857.61 FL Elev 857.81 43.06’ Rt "M" 65+94.11 e 60.10’ Rt "M" 65+94.12 S=0.0050 FL Elev 857.88 r q DRAINAGE SYSTEM No. 36 "M" 65+94.12 FG OG FG OG TOP OF GRATE 862.38 H=4.60 G3 DI, GRATE TYPE 24-12X 24" x 90.0’ RCP 24" x 90.0’ RCP 24" x 13.0’ RCP 24" x 90.0’ RCP 850 850 b d d 51.00’ Lt "M" 62+94.49 TOP OF GRATE 868.07 H=5.09’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 866.43 H=5.03’ G2 DI, GRATE TYPE 24-12X TOP OF GRATE 862.55 H=4.59’ G3 DI, GRATE TYPE 24-12X TOP OF COVER 862.85 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 868.33 MH, SEE DETAIL, SHEET DD-3 177 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 55 : 5 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib037.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 850 DP-37 840 830 S=0.0300 DRAINAGE SYSTEM No. 37 860 MAT C H L I NE a b c d 49.11’ Rt "M" 69+23.61 FL Elev 841.96 24" x 103.2’ RCP 49.20’ Rt "M" 70+35.35 FL Elev 838.81 FL Elev 831.81 24" x 212.4’ RCP S=0.0300 860 850 840 830 S=0.0300MA T C H L I N E MA T C H L I N E d e f 44.33’ Rt "M" 72+58.83 FL Elev 816.53 FL Elev 825.38 24" x 212.6’ RCP 820 830 840 830 820 810 MAT C H L I NE MA T C H L I NE S=0.0300 f g h 41.05’ Rt "M" 74+81.20 FL Elev 810.10 FL Elev 802.48 24" x 160.0’ RCP 810 800 820 810 800 790 as S=0.0300 i 43.50’ Rt "M" 78+23.48 FL Elev 789.38 MATCH L I NE 800 790 780 790 780 780 790 770 790 780 770 "M" 69+23.61 TO 82+42.06 FG OG FG OG FG OG FG OG Exist 24" RCP ah MA T C H L I NE MAT C H L I NE FG OG S=0.0101 S=0.0101 j 24" x 295.8’ RCPFL Elev 781.23 j FL Elev 778.22 FL Elev 777.84 k 44.00’ Rt "M" 81+23.24 S=0.0050 l 24" x 114.9’ RCP 44.00’ Rt "M" 82+42.06 m FL Elev 777.26 ar aq ap PLUG PIPE r q w z y af ae an am & PLUG PIPE 18" x 4.0’ RCP & PLUG PIPE 36" x 4.0’ RCP & PLUG PIPE 30" x 4.0’ RCP Exist FO Exist WATER Exist GAS TOP OF COVER 785.64 H=7.80 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 815.96 H=13.48’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 831.38 H=14.85 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 844.80 H=12.99’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 850.44 H=8.48’ MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 783.98 H=9.00 MH, SEE DETAIL, SHEET DD-3 Exist FIBER OPTIC Exist FIBER OPTIC FL Elev 797.69 FL Elev 794.61 42.20’ Rt "M" 76+45.14 ar as S=0.0300 TOP OF COVER 805.35 H=10.74’ SHEET DD-3 MH, SEE DETAIL 24" x 174.4’ RCP S=0.0300 S=0.0300 178 TOP OF COVER 795.38 H=16.18’ MH, SEE DETAIL, SHEET DD-3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 0 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib038.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-38 DRAINAGE SYSTEM No. 37 "M" LINE "M" 69+16.46 S=0.0406 n o p q a r s 51.00’ Lt "M" 68+00.00 FL Elev 851.77 24" x 119.8’ RCP 7.00’ Lt "M" 69+15.47 FL Elev 846.91 850 840 830 860 870 61.00’ Rt "M" 69+23.62 49.11’ Lt "M" 69+23.61 FL Elev 843.52 FL Elev 843.25 FL Elev 844.47 870 860 850 840 830 840 850 860 860 850 840 "M" LINE S=0.0170 "M" 70+23.30 v w c 42.50’ Lt "A5" 15+71.45 FL Elev 839.97 24" x 137.0’ RCP FL Elev 837.64 49.20’ Rt "M" 70+35.35 840 850 830 850 840 830 FG OG FG OG 24" x 54.0’ RCP b b d GUTTER FL Elev 850.08 H=5.64’ G0 DI, GRATE TYPE 24-12X FL Elev 844.54 S=0.0100 24" x 7.5’ RCP JOINT TRENCH TOP OF COVER 850.44 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 844.80 MH, SEE DETAIL, SHEET DD-3 179 GUTTER FL Elev 848.81 TYPE A CB, H=9.84’ STANDARD DETAIL S-12 CITY OF BAKERSFIELD GUTTER FL Elev 856.48 TYPE A-1 CB, H=5.71’ STANDARD DETAIL S-13 CITY OF BAKERSFIELD u S=0.0050 S=0.0050 t u 36.00’ Rt "A5" 15+63.32 FL Elev 844.54 FG OG GUTTER FL Elev 851.09 TYPE A CB, H=6.55’ STANDARD DETAIL S-12 CITY OF BAKERSFIELD p 7.00’ Lt "M" 69+15.47 FL Elev 844.19 FL Elev 843.52 24" x 70.6 RCP o GT2 DI "A5" 15+63.32 TO "M" 69+15.47 GUTTER FL Elev 851.91 H=8.39’ GT2 DI, GRATE TYPE 18-9 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib039.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-39 790 780 770 800 790 780 770 800 S=0.0050 DRAINAGE SYSTEM No. 37 43.50’ Rt "M" 78+23.48 125.84’ Rt "M" 78+23.48 FL Elev 778.80 "M" 78+23.48 i 55.50’ Rt "M" 78+23.48 ai aj ak FL Elev 779.16 FL Elev 779.20 OUTLET STRUCTURE 840 830 "M" LINE 820 x y e z aa 3.67’ Rt "M" 72+58.83 56.33’ Rt "M" 72+59.08 FL Elev 825.89 FL Elev 826.00 44.33’ Rt "M" 72+58.83 810 840 830 820 810 810 800 820 800 810 820 FGOG FG OG 18" x 32.1’ RCP FL Elev 779.15 at j BASIN INVERT Elev 778.00 24" x 69.2’ RCP d f GUTTER FL Elev 830.99 H=5.09’ G0 DI, GRATE TYPE 24-12X "M" 72+58.83 TO 72+59.08 TOP OF GRATE 795.01 H=15.96 G0 DI, GRATE TYPE 24-12X S=0.0100 FL Elev 823.18 FL Elev 822.85 S=0.0143 JOINT TRENCH ah 24" x 7.5’ RCP JOINT TRENCH 18" x 7.7’ RCP FL Elev 806.20 ac18" x 42.1’ RCP Exist WATER Exist 8" SEWER ab 48.07’ Lt "M" 74+87.62 ad FL Elev 805.40 FL Elev 805.78 S=0.0100 TOP OF GRATE 816.67 H=11.37’ GT1 DI, GRATE TYPE 18-9 5.00’ Lt "M" 74+87.23 "M" LINE "M" 74+81.20 ae 18" x 44.1’ RCP OG f h FL Elev 804.96 g 41.05’ Rt "M" 74+81.20 FG S=0.0100 af FL Elev 810.64 FL Elev 810.71 ag GUTTER FL Elev 815.61 H=5.00’ G0 DI, GRATE TYPE 24-12X 53.00’ Rt "M" 74+81.05 18" x 7.8’ RCP Exist FO JOINT TRENCH Exist FO TOP OF COVER 795.38 H=16.18 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 815.96 MH, SEE DETAIL, SHEET DD-3 TOP OF COVER 831.38 MH, SEE DETAIL, SHEET DD-3 S=0.0100 180 GUTTER FL Elev 832.05 TYPE A-1 CB, H=9.87 STANDARD DETAIL S-13 CITY OF BAKERSFIELD GUTTER FL Elev 816.86 TYPE A-1 CB, H=11.66’ STANDARD DETAIL S-13 CITY OF BAKERSFIELD al x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib040.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 800 790 780 770 DP-40 860 780 850 840 790 DRAINAGE SYSTEM No. 39 S=0.1333 a b c d 32.00’ Rt "M3" 713+88.93 18" FES FL Elev 844.87 800 830 840 830 820 810 DRAINAGE SYSTEM No. 40 "M3" 719+00.00 S=0.1000 S=0.0637 a b c d e f 5.30’ Lt "M3" 719+00.00 FL Elev 829.76 32.00’ Rt "M3" 719+00.00 FL Elev 826.00 FL Elev 826.33 FL Elev 824.44 56.47’ Rt "M3" 719+00.00 18" FESFGOG FG OG TOP OF GRATE 831.10 H=5.20 G3 DI, GRATE TYPE 24-12X 18" x 46.4’ RCP 18" x 34.5’ RCP 16.0 x 3.6 x 2.7D RSP (LIGHT METHOD B) 16.0 x 3.6 x 2.7D RSP (LIGHT METHOD B) FL Elev 838.73 79.00’ Rt "M3" 713+88.87 28.7’ RCP 18" x TOP OF GRATE 850.82 H=6.05’ G3 DI, GRATE TYPE 24-12X TOP OF GRATE 834.20 H=4.54’ G2 DI, GRATE TYPE 24-12 "M3" LINE "M3" 713+88.93 TO 713+88.87 OG DRAINAGE SYSTEM No. 37 "M" LINE FG am 56.00’ Rt "M" 81+23.23 k 44.00’ Rt "M" 81+23.24 j l CONCRETE BACKFILL JOINT TRENCH TOP OF GRATE 785.30 H=3.95’ G0 DI, GRATE TYPE 24-12X FL Elev 781.42 FL Elev 781.45 an 18" x 7.5’ RCP S=0.0050 181 am an FL Elev 781.45 TOP OF GRATE 785.30 H=3.95’ GO DI, GRATE TYPE 24-12X S=0.0050 56.00’ Rt "M" 81+23.23 al 24" x 297.0’ RCP 840 830 820 810 860 850 840 830 "M" 81+23.23 TO 81+23.23 FG OG 55.50’ Rt "M" 78+23.48 ai aj FL Elev 779.97 TOP OF GRATE 795.01 H=15.96 G0 DI, GRATE TYPE 24-12X ah 800 790 780 770 800 790 780 770 800 790 780 770 DRAINAGE SYSTEM No. 37 "M" 78+23.48 TO 81+23.23 FG OG MA T C H L I N E MAT CH L I NE S=0.0050 al24" x 297.0’ RCP DRAINAGE SYSTEM No. 37 "M" 78+23.48 TO 81+23.23 800 790 780 TOP OF COVER 785.64 H=7.80 MH, SEE DETAIL, SHEET DD-3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ib041.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE PROFILES Vert 1"=10’ Horiz 1"=10’SCALE: ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DP-41 DRAINAGE SYSTEM No. 42 810 800 790 780 810 800 790 780 790 780 770 790 780 770 690 700 680 S=0.0033 FL Elev 688.62 FL Elev 687.99 680 690 700 b c 233.49’ Rt "A1" 782+31.42 DRAINAGE SYSTEM No. 43 OG OG FG "A" 680+57.96 TO 681+48.48 "A2" 780+12.32 TO 782+31.42 FL Elev 790.81 a b18" FES S=0.0349 d 268.05’ Rt "A" 681+48.48 FL Elev 794.00 FG c Exist 60" PIPE BASIN Inv Elev 798.00 16.0’ x 3.6’ x 2.7D RSP (LIGHT, METHOD B) a 199.26’ Rt "A2" 780+12.32 245.07’ Rt "A" 680+57.96 18" x 92.4’ CSP 18" x 190.5’ RCP BASIN Inv Elev 691.00 RSP FABRIC SEE DETAIL, SHEET DD-2 RIM Elev 695.38 24" CSP RISER & DEBRIS RACK SEE DETAIL, SHEET DD-2 RIM Elev 803.60 24" CSP RISER & DEBRIS RACH 4" ORIFICE Elev 801.80 182 TOP OF COVER 699.02 H=13.30’ SADDLE MH e Conc APRON dConc APRON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ic001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 NO SCALE DRAINAGE DETAILS ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DD-1 5%5% 5 % 5 % ~ FG......................... 2.0’2.0’ 2.0’ C C VAR 2.0’ 4.0’ - 7.7’1.5’1.5’ 4" MIN 0.5’0.5’........................................................................ . . . ............................................................................... 1 . 5 ’ BREAK BACK CONCRETE TO EXPOSE EXIST REINF STEEL FOR SPLICING. IF VERT REINF STEEL DOES NOT EXIST PLACE PLACE DOWELS WITH #5 REINF STEEL 18" EMBEDDED 9". 0 . 7 5 ’ Exist FL FL (2" BELOW NORMAL GUTTER FL) STANDARD DWG S-12 BASIN PER CITY OF BAKERSFIELD INSTALL UPPER PORTION OF CATCH T ....................................................................................4.0’-7.7’ VARIES 0.25’ MINOR Conc 3’-6" T 1 . 0 ’ Mi n VAR I E S 6 ax ay 29 i 31 v 3.0’-4.0’ VARIES 32 f 33 d 183 DEPRESSION APRON IN UNPAVED AREAS INLET WITH TO GRADE ADJUST CATCH BASIN TYPE A Var2’2’20’ V a r 4 ’ 2 ’ A A 5 a 38 a c "A" LINE SR 178 B B 4 ’ 4 ’ FL=PG 2 ’ 0.5’ Conc W4.0 x 4.0 MESH Reinf 0.33’ Conc x 4x4 PROFILES) GRATE Elev (SEE DRAINAGE DI PER DRAINAGE PLANS 4:1 PG PLAN SECTION B-B SECTION A-A PG 4’2’Var FG 4:1 2% 2 bebd 6 az 7 o 12 c 17 d 22 d 24 d 26 d 28 m n ba bh BASIN COVER PROPOSED CATCH BASIN COVER Exist CATCH DI OUTSIDE DIAMETER OF PIPE. REINFORCEMENT SHALL BE PLACED 2" CLEAR FROM LESS THAN 10 DEGREES. DIAMETER AND ON ALL PIPES WHERE ANGLE "A" IS OMIT REINFORCING ON PIPES 24" AND LESS IN FOR PIPE SIZE NOT LISTED, USE NEXT SIZE LARGER. IS GREATER. THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER WITH A CONCRETE COLLAR, "L" AND "T" SHALL BE WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED 4. 3. 2. 1. NOTES: * * ** DEPRESSION APRON IN UNPAVED AREAS INLET WITH SECTION C-C PLAN DI * DETAIL MIRRORED SEE SECTION C-C FOR DETAILS NOT SHOWN, 5% SR 178 L "A" LINEC SEE SECTION C-C FOR DETAILS NOT SHOWN, W4.0 x 4.0 MESH Reinf 0.33’ Conc x 4x4 10% PG SLOPE 5% 5 % 5 % 4 : 1 2 %5 % 5 % x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ic002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 NO SCALE DRAINAGE DETAILS ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DD-2 6"6" 5 . 0 ’ 5 . 0 ’ 5.0’5.0’ 10.0’ #16@6" 4" CONCRETE . . . . . . . . . . . . . . . .. . . . . . .. . .. . . . . ... . . . . .. . . . .... . .. . . . . . . . . . . . . . . . . . . . . ... ..... . S=1.5% +/-S=1.5% +/- C APRONL S=1.5% +/-S=1.5% +/- SHOW N WITH DEBRIS RACK AND DEBRIS SCREEN CONCRETE APRON S=2.00%FLOW RI DGE L I N E L AP RON C S = 2.0 0 % F L O W S =2 .0 0 %F L O W S=2.00%FLOW L O RI FI C E L ORIFICE C C 60 60 6 0 SCREEN DEBRIS A S I DE S L OP E BAS I N SPACED EVENLY #16 . S=2.00%S=2.00% DRAINAGE PLANS INLET PER 4" Conc APRON RISER 24" CMP INTERSECTIONS SPACING TACK WELD ALL @ 6" VERTICAL #16 GALVANIZED STEEL BARS PER PROFILE RIM ELEVATION C RISERL Elev=BASIN INVERT BOTTOM OF BASIN SEE PROFILES BOTTOM OF BASIN SCREEN FRAME AND BOTTOM OF DEBRIS VERTICAL INSERSECTION TIE (Typ) AT TOP, EVERY DRAINAGE PROFILES OUTLET PIPE PER OUTLET PIPE CONSTRUCTION NOTES: A FG WELDED WIRE FABRIC 6"x6" - W1.4 x W1.4 WELDED WIRE FABRIC 6x6 - W1.4xW1.4 FOR CONNECTION TO FRAME STEEL WIRE FABRIC, SEE DETAIL 1 6 X 6 - W1.4xW1.4 GALVANIZED STEEL WIRE FRAME WITH GALVANIZED TO DEBRIS SCREEN WIRE FABRIC. FASTEN GALVANIZED STEEL 6 X 6 - W1.4xW1.4 4 ’- 6 " 184 SECTION A-A PLAN ORIFICE OPENING AND DEBRIS SCREEN ELEVATION DETAIL 1 #4 @12" EACH FACE 3 #4 D1/D2 2 " T 9 0 L L D 2 90 " A" T 2 " D 1 L/2 Typ T Exist PIPE NEW OR 1" Typ NEW OR Exist PIPE SEE NOTE 5 TIES #4 CIRCULAR TDL 18"12"5" 24" 36" 12" 12" 6" 8" T #4 @ 12" CONCRETE COLLAR 1 fd 2 bb bc 5 kd JOIN PIPES AT INVERTS.5. DEBRIS SCREEN ONLY FOR BASIN #1.4. ALL BARS SHALL BE GALVANIZED STEEL.3. GALVANIZED STEEL. ALL HARDWARE AND FABRICATION MATERIALS SHALL BE2. DEBRIS RACK CAGE PER STD PLAN D93C.1. BASIN #2 - N/A BASIN #1 - Elev=801.80 GRIND EDGES SMOOTH DESIGN FLOWLINE ELEVATIONS IN FRONT OF INLET AT CUT 4" Dia HOLES x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ic003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 NO SCALE DRAINAGE DETAILS ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DD-3 2 " 2 " CONSTRUCTION NOTES CONSTRUCTION NOTES (C0NT.) ZNOTE 8 ENDS, SEE ROUNDED PIPE D 6" 6 " 6"4’-0" 4 ’- 0 " A B @ 8" DIAGONALLY PLACED #4 BARS 6 " 1’-3" (Typ) BEND DOWN 1’-3" (Typ) BEND DOWN 8 " 3’-0" 5" 6 " 6" AROUND PIPE 4- #4 (SEE NOTE 7) 2-#4 BARS BOTH WAYS #4 @ 8" 4’-0"6" WIPED ON INSIDE OF PIPE. MORTAR AND NEATLY RACKED OR 12. JOINTS SHALL BE FILLED WITH CLEAN, WELL GRADED SAND. PORTLAND CEMENT TO TWO PARTS OF 11. MORTAR SHALL CONSIST OF ONE PART JOINT WATERTIGHT JOINT WATERTIGHT L AP ( MI N) SEE NOTE 1 STEP DETAILS ON PROFILES (Z) AS SHOWN OUTLET TOWARDS SLOPE FLOOR ON PROFILES ELEV. SHOWN DETAIL U45 STD. PLAN B7-11, COVER PER CALTRANS MANHOLE FRAME AND 10. BENDS SHALL BE IN ACCORDANCE WITH LATEST ACI CODE. BARS CONFORMING TO LATEST ASTM SPECIFICATIONS. 9. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED POURED IN PLACE WITH THE DRAINAGE STRUCTURE. 8. THE ROUNDED AREAS MAY BE BUILT UP WITH CEMENT MORTAR OR REINFORCING. 7. BARS TO BE EVENLY SPACED BETWEEN STANDARD TOP SLAB RADIUS OF 0.5". 6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A AND SURFACE, UNLESS OTHERWISE NOTED. 5. MAINTAIN 2" CLEAR SPACING BETWEEN REINFORCING 4. ALL JOINTS SHALL BE SET IN CLASS C MORTAR. 2.5" DIAMETER STEEL, WOUND SPIRALLY ON 4" CENTERS. 3. ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 2. CONCRETE BASE SHALL BE 593.9 kg/M -C-22 MPa . 1.25’ ABOVE FLOOR WITHIN 1.0’ OF TOP OF STRUCTURE. SHALL BE CAST INTO THE WALL AT 1.25’ INTERVALS FROM 1. WHEN THE STRUCTURE DEPTH V EXCEEDS 4.0’, STEPS BARS DIAGONAL (SEE NOTE 7) 2-#4 BARS 4 " 1 ’ - 6 " 1’-0"1’-6"1’-0"1’-6"1’-6" 6"6" FILL SLOPE EXISTING OR NEW 1:11:14" CONCRETE MINOR WIRE MESH W1.4 x W1.4 6" x 6" MATCH EXISTING OR FILL TO NEW CUT SLOPE PLAN DITCH FLOW BEGIN OR END 6" CUT OFF WALL 1:11:1 CC D D B OT T OM OF DI T C H 2 ’- 3 " 6" DITCH BOTTOM OF CONCRETE LINED DITCH DETAIL 45 b MANHOLE DETAIL SADDLE TYPE MANHOLE DETAIL #5 BARS #5 BARS B 1 2 " Ma x 3 " Mi n R I NGS GRADE 36" 12"3 0 "GROOVE JOINT TONGUE AND VARIES BARREL HEIGHT 60"6"6" TYP. WATERSTOP, 10" 12" Typ 12" Typ 8" UNDISTURBED SOIL COMPACTED OR CRUSHED ROCK 12" CLEAN " V" ( AS S HOWN ON P ROF I L E S ) " H" ( AS S HOWN ON P ROF I L E S ) Va r DETAIL U45 CALTRANS STD PLAN B7-11 MANHOLE FRAME AND COVER PER 3 0 x Di a A 185 PLAN SECTION A-A SECTION B-B PLAN SECTION D-D SECTION C-C x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 1 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041ic004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 NO SCALE DRAINAGE DETAILS ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DD-4 STEEL ENTRANCE/EXIT GRATE SEE DETAIL 1 Typ Typ 1x" BAR PIPE PIPE A A 6" Clr Typ PADLOCK 2"x"x8" PLATE 3"x"x1" PLATE 1"x" BAR TYP RCP " ` BARS, TYP 1/2" ` BARS, Typ ASTM A123 AND A153. 4. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED PER SHALL CONFORM TO THE CURRENT AWS D1.1 3. WELDING SHALL BE DONE WITH E70xx ELECTRODES AND 2. ALL CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 1. STRUCTURAL STEEL: FY = 36,000 PSI, ASTM A36. NOTES: PIPE 9 a1 RCP RCP A A DITCH FLOW LINE 5.0’5.0’ FL 2: 1 TO 3:1 V ARIES 2:1 TO 3:1VARIES RSP FABRIC RSP PIPE FES 3:1 3:1 2:1 Max 2:1 Max FES g h d 27 b21bd d TOE OF FILL DIRECTION OF FLOW DIRECTION OF FLOW 36" RCP CROSSING CULVERT DITCH FLOWLINE 186 CULVERT END OF 36" PIPE KIT FOX PIPE CULVERT PLAN KIT FOX PIPE CULVERT ELEVATION ENTRANCE/EXIT GRATE DETAIL TYPICAL ROCK SLOPE PROTECTION DETAIL DETAIL 1 SECTION A-A BOLTS, Typ " Conc ANCHOR x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-1 TOTAL (THIS SHEET) (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 14.0 0 2 0 0 0 2304.9 0 0 00 0 0 0 1 0 2 2 2629 38.48 0 0 12.0 28.3 7.99 --0 112.0 187 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R 1 a b c e d 2 a b c e d f g h j i k l m o n p q r t s u v G2 DI, GRATE TYPE 24-12X 78.50’ Lt "A" 681+58.23 D-1 D-1 REMOVE INLET REMOVE INLET f REMOVE 24" HDPE CONCRETE COLLAR 64.60’ Lt "A" 681+50.44 RSP 24" FES 242.28’ Rt "A" 682+38.80 81.00’ Rt "A" 684+64.84 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 687+27.34 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 689+89.34 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 692+57.10 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 694+78.92 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 696+98.92 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 699+20.37 MH 31.23’ Rt "M4" 701+39.49 G2 DI, GRATE TYPE 24-12X 32.00’ Rt "M4" 703+89.97 MH 30.40’ Rt "M4" 706+50.80 1 a b c e d 2 a b c e d f g h j i k l m o n p q r t s u v f 14.0 14.0 1 1 223.6 262.6 260.0 264.8 219.0 217.1 218.5 213.5 198.0 202.7 1 1 1 0.20 12.0 28.3 2.00239 3.52478 1.96239 2.35239 4.51239 5.23239 5.63239 5.72239 2.03239 10.83 12.85 13.96 14.22 5.72 6.48 5.55 7.09 5.83 1 1 g h g h 24" GRATE 24" GRATE 10.03 5.43 1 1 ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L 56.0 7.99 P L U G P I P E j i k j i k CONCRETE COLLAR0.20 56.0 69.25’ Rt "A" 680+80.76 11.1 5.13239 12.56 G2 DI, GRATE TYPE 24-12X 81.00’ Rt "A" 680+76.01 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 1 2 " R C P LF 2 4 " H DP E LF G2 DI, GRATE TYPE 24-12X D-2 D-3 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0200 4.6 10.2 14.3 3.6 5.1 8.9 10.9 12.1 12.0 9.3 7.7 5.9 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-2 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 188 TOTAL (THIS SHEET)1 2 0 0 0 1496.3 0 0 0 0 0 0 0 0 0 0 2 2 2738 23.14 0 0 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 w y x z MH 31.00’ Rt "M4" 708+54.05 G2 DI, GRATE TYPE 24-12X 78.50’ Lt "A" 685+28.14 w y x z 198.2 56.0 1 239 3.61 1 aa ab ac ad af ae ag ah ai ak aj al am an ap ao aq ar as au at av aw ax az ay ba REMOVE 24" HDPE REMOVE INLET 64.40’ Lt "A" 685+28.58 REMOVE INLET 66.50’ Rt "A" 684+73.66 REMOVE 24" HDPE REMOVE FES G2 DI, GRATE TYPE 24-12X 78.58’ Lt "A" 692+57.10 G2 DI, GRATE TYPE 24-12 5.00’ Rt "A" 692+57.10 G2 DI, GRATE TYPE 24-12X 81.00’ Lt "A" 695+94.00 G2 DI, GRATE TYPE 24-12X 79.70’ Lt "A" 699+20.34 G2 DI, GRATE TYPE 24-12 5.00’ Rt "A" 699+20.34 MH 18.70’ Lt "M6" 701+88.75 G2 DI, GRATE TYPE 24-12X 34.67’ Lt "M6" 704+58.71 G3 DI, GRATE TYPE 24-12X 11.21’ Lt "M4" 708+98.40 G2 DI, GRATE TYPE 24-12 7.00’ Lt "M4" 703+97.83 G3 DI, GRATE TYPE 24-12 5.55’ Lt "M4" 708+53.71 aa ab ac ad af ae ag ah ai ak aj al am an ap ao aq ar as au at av aw ax az ay ba 64.0 39.2 1 1 1 12.0 15.0 80.0 72.0 334.0 82.0 72.0 264.3 266.1 41.9 36.2 34.6 1 2.07239 2.20326 2.10239 4.21239 4.35326 2.00239 239 1.85326 1.51326 10.40 5.98 6.51 6.08 9.98 5.71 4.57 5.10 5.18 1 6.03 8.60 24" RCP, STANDARD JOINT 24" HDPE, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" CSP (0.079" THICK), POSITIVE JOINT 1.47 D-3 2 1.38 2 103.2 12.0 56.0 0 0 0 0 10.9 9.2 2.1 4.1 5.3 6.0 4.3 9.3 10.0 7.3 6.3 2.8 3.6 3.3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 2 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-3 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 189 TOTAL (THIS SHEET)1 5 1 0 0 163.0 0 0 00 0 0 0 0 0 1 0 0 0 0 956 0 0 12.0 13.2 --0 168.00 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 bb bc 3 4 a CONCRETE COLLAR 64.40’ Lt "A" 685+28.58 CONCRETE COLLAR 66.50’ Rt "A" 684+73.66 REMOVE INLET 72.32’ Lt "A" 693+95.19 D-2 bb bc 3 4 a 1 0.20 0.20 b c e d f g h j i k 5 a b c e d REMOVE INLET REMOVE INLET REMOVE INLET REMOVE INLET REMOVE 24" CMP REMOVE FES 19.00’ Lt "A" 693+94.52 35.00’ Rt "A" 693+94.19 31.00’ Rt "A" 694+34.68 29.56’ Rt "A" 694+66.35 68.80’ Rt "A" 697+75.91 REMOVE 24" RCP 24" FES ADJUST DI TO GRADE 96.19’ Lt "A" 698+49.35 82.30’ Rt "A" 697+77.60 200.60’ Rt "A" 697+32.17 D-3 b c e d f g h j i k 5 a b c e d 49.4 50.3 37.0 27.4 312.7 1 1 1 1 1 1 18.2 5.5 1 REMOVE 24" HDPE REMOVE 24" HDPE REMOVE 24" HDPE REMOVE 24" HDPE 0.20 bd be5.00’ Rt "A" 699+20.34 5.00’ Rt "A" 692+57.10INLET APRON INLET APRON bd be a aD-4RSP CONCRETE COLLAR 3.18 3.18 56.0 56.0 56.0 24" RCP, STANDARD JOINT bf bg bh bi bj bk bf bg bh bi bj bk 32.00’ Rt "M4" 703+42.37G2 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12X 32.00’ Rt "M4" 704+37.45 6.59 5.06 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 40.0 40.0 239 2.23 239 1.84 81.00’ Rt "A" 683+94.926.524783.54 24" RCP, STANDARD JOINT64.8 D-2 2 D-3 D-2 D-3 12.0 13.2 GT4 DI, GRATE TYPE 24-12X 2 482.3 014.57 4.4 4.9 3.9 9.4 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-4 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 190 TOTAL (THIS SHEET)0 2 0 0 0 1509.2 0 00 0 0 0 0 0 0 0 1 1 3368 37.67 0 0 12.0 28.3 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 f g h j i k REMOVE 24" RCP RSP REMOVE INLET REMOVE INLET f g h j i k 111.1 1 1 74.4 REMOVE 18" HDPE 12.0 28.3 CONCRETE COLLAR 64.15’ Rt "A" 697+84.870.20 56.0 6 a b c e d f g h j i 6 a b c e d f g h j i G4 DI, GRATE TYPE 24-12X G1 DI, GRATE TYPE 24-12 G1 DI, GRATE TYPE 24-12 G2 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12 69.00’ Rt "A" 707+79.04 69.00’ Rt "A" 710+79.04 49.38’ Lt "M6" 709+06.46 59.54’ Rt "M6" 709+06.46 20.00’ Lt "M2" 710+79.48 GT4 DI, GRATE TYPE 24-12X D-36a b c e d f g h j i 6 a b c e d f g h j i 296.0 101.1 153.4 81.7 2.02239 5.88478 1.62326 1.62 4.36239 3.85326 10.40 326 5.95 8.88 5.68 5.67 8.94 k l m o n p q r t s u v w y x k l m n G2 DI, GRATE TYPE 24-12X 31.00’ Rt "M5" 710+86.96 G2 DI, GRATE TYPE 24-12X 24.00’ Rt "M5" 706+44.89 G2 DI, GRATE TYPE 24-12X 20.00’ Lt "M2" 712+95.12 G2 DI, GRATE TYPE 24-12X 29.21’ Lt "M2" 715+72.26 MH 36.93’ Lt "M2" 715+71.93 G2 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 716+00.00 G2 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 717+99.47 k l m o n p q r t s u v w y x k l m n 60.0 52.7 271.2 211.8 227.4 48.5 196.5 1 10.29 1.77239 1.75239 3.69239 4.32239 4.11239 2.48239 1 4.81 4.72 8.53 7.76 9.76 5.4 8.42 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 30" RCP, STANDARD JOINT 5D-3 D-4 D-3 D-5 D-4 D-5 5.00’ Rt "A" 710+79.04 5 185.5 196.5 0 56.0 0 3.6 9.3 4.6 8.6 7.8 6.3 10.2 8.6 7.2 5.2 10.1 7.3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 5 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-5 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 191 TOTAL (THIS SHEET)0 0 0 0 598.8 0 00 0 0 0 0 0 0 0 0 1 1 4368 38.23 0 0 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 z aa ab ac ad ae G4 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 720+27.47 G4 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 722+58.30 G4 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 724+70.93 z aa ab ac ad ae 224.0 227.0 208.5 2.24239 3.64239 2.50239 6.79 8.46 7.82 30" RCP, STANDARD JOINT 30" RCP, STANDARD JOINT 30" RCP, STANDARD JOINT af ag ah ai ak aj al am an ap ao aq MH 67.70’ Lt "A" 726+44.30 G2 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 729+46.82 G3 DI, GRATE TYPE 24-12 4.00’ Rt "M1" 719+50.03 G4 DI, GRATE TYPE 24-12 4.00’ Rt "M1" 720+18.00 G2 DI, GRATE TYPE 24-12 5.50’ Rt "M1" 722+68.60 19.13’ Lt "M1" 722+68.60 af ag ah ai ak aj al am an ap ao aq 168.5 296.9 65.2 246.6 73.7 21.8 1 2.09239 2.45652 1.80326 1.77326 2.18478 1 6.07 5.06 6.72 4.30 ar asG4 DI, GRATE TYPE 24-12 7.00’ Lt "M5" 710+00.00 ar as 97.4 326 6.97 G3 DI, GRATE TYPE 24-12X at au aw av ax ay az at au aw av ax ay az 5.50’ Rt "M1" 724+60.004.77 G2 DI, GRATE TYPE 24-12 17.0 113.9 40.06’ Lt "M2" 717+62.375.10 G2 DI, GRATE TYPE 24-12 INLET APRON INLET APRON INLET APRON 49.38’ Lt "M6" 709+06.46 59.54’ Rt "M6" 709+06.46 6.88 3.18 0.98 0.98 5.07 30" RCP, STANDARD JOINT 30" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 18" RCP, STANDARD JOINT 2.28 326 1.76 1.85326 ba bb bc ba bb bc INLET APRON G1 DI, GRATE TYPE 24-12 24" RCP, STANDARD JOINT 5.00’ Rt "A" 707+79.04 5.00’ Rt "A" 707+79.045.00 3.18 1.39326 60.6 bd bdG2 DI, GRATE TYPE 24-12 27.68’ Lt "M2" 715+26.309.293.96326 D-6 6 D-4 D-6 D-5 D-3 D-5 D-3 D-5 6 0 97.4 1124.9 0 0 0 0 5.00’ Rt "A" 710+79.04 5.2 4.2 6.0 5.3 4.7 3.0 4.0 6.0 4.8 7.6 11.3 3.6 4.5 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 6 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-6 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 192 TOTAL (THIS SHEET)0 7 0 0 0 1101.1 0 0 00 0 0 0 0 0 1 0 0 1 1 1608 17.88 0 0 12.0 28.3 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 7 a b c e d f g h i G2 DI, GRATE TYPE 24-12X 20.00’ Rt "M5" 714+38.32 MH 76.00’ Rt "A" 717+02.00 G4 DI, GRATE TYPE 24-12X 72.10’ Rt "A" 719+61.00 G4 DI, GRATE TYPE 24-12X 69.00’ Rt "A" 722+62.97 G2 DI, GRATE TYPE 24-12X 25.68’ Rt "M3" 722+64.11 D-47a b c e d f g h i 258.4 254.0 298.0 35.8 1 1.87239 2.38239 2.14239 2.27239 5.36 7.35 6.41 6.93 1 6.86 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT j k l m n 8 a b c e d f g h j i k 24" FES 96.60’ Rt "M3" 722+09.29 RSP G3 DI, GRATE TYPE 24-12 5.00’ Rt "A" 719+61.00 REMOVE 30" CMP REMOVE 30" CMP REMOVE 30" CMP REMOVE 24" CMP REMOVE 24" CMP REMOVE INLET REMOVE INLET REMOVE INLET REMOVE INLET REMOVE INLET REMOVE INLET 53.89’ Lt "M2" 710+24.69 27.64’ Lt "M2" 711+38.93 12.62’ Lt "M2" 712+79.76 77.79’ Lt "A" 719+44.68 75.16’ Lt "A" 722+82.00 71.51’ Lt "A" 722+82.00 D-5 j k l m n 8 a b c e d f g h j i k 88.6 62.6 1 1 1 1 1 1 113.9 137.9 661.0 333.4 2.5 1 12.0 28.3 1.47326 5.04 o oINLET APRON 5.00’ Rt "A" 719+61.00 m l n 108.0 55.0 1 m l nREMOVE INLET REMOVE 36" CMP REMOVE 24" RCP 3.18 24" RCP, POSITIVE JOINT 24" RCP, STANDARD JOINT be be24" RCP, STANDARD JOINT43.1 D-5 6 D-6 D-6 6 1411.7 0 0 bf bg bh 60.6 24" RCP, STANDARD JOINT bf bg bh D-6 6 INLET APRON3.18 5.00’ Lt "A" 724+70.93 5.00’ Lt "A" 724+70.93G1 DI, GRATE TYPE 24-125.001.39326 7.8 4.6 4.8 5.1 5.6 4.8 5.5 4.7 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-7 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 193 TOTAL (THIS SHEET)0 2 0 0 0 00 0 0 0 2 0 0 2 0 5 5 565 0 0 25.9 50.4 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 9 a b c RSP 139.77’ Lt "M1" 723+63.70 D-69a b c 483.7 11 25.9 50.4 36" FES & 36" GRATE d 10 a b 11 a b REMOVE 8" CMP REMOVE 8" CMP REMOVE INLET REMOVE INLET 26.57’ Lt "A" 726+00.00 1.20’ Lt "M1" 727+00.00 D-6 D-6 d a b 11 a b 1 1 57.3 44.5 1 36" FES & 36" GRATE1 108.64’ Rt "M3" 721+79.12 36" RCP, STANDARD JOINT 12 a b c e d 13 a b c e d f g h j i k l m n G2 DI, GRATE TYPE 24-12 5.00’ Rt "A" 730+17.42 MH 5.00’ Rt "A" 732+47.10 MH 5.00’ Rt "A" 735+48.10 MH 5.00’ Rt "A" 741+69.17 MH 5.00’ Rt "A" 744+82.17 MH 5.00’ Rt "A" 751+00.00 D-6 D-7 a b c e d a b c e d f g h j i k l m n 98.5 59.0 223.8 295.1 302.1 307.2 308.0 312.8 295.0 295.0 257.0 1 1 1 1 1 3.55326 1 1 1 1 1 7.94 7.64 6.35 7.47 9.97 30" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 8.14 INLET APRON 5.00’ Rt "A" 730+17.423.18 239 1.40 5.10 G3 DI, GRATE TYPE 24-12 69.00’ Rt "A" 730+17.42 D-8 10 12 13 101.8 59.0 3079.7 8.13 0 0 25.0 5.2 4.2 5.0 4.9 4.8 5.2 4.5 6.8 7.1 7.0 6.8 98.5 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 2 9 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-8 194 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY TOTAL (THIS SHEET)0 5 0 0 0 128.0 0 00 0 0 0 0 0 0 1 0 2 2 804 0 0 25.9 50.4 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 o p q MH 5.00’ Rt "A" 756+61.00o p q 256.0 312.4 1 1 r t s u v w 5.00’ Rt "A" 762+39.40 5.00’ Rt "A" 765+50.00 36" FES RSP r t s v w 306.3 396.8 1 1 25.9 50.4 1 9.68 9.39 MH 9.86 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT 14 a b 15 a b 16 a b 17 a b c e d f 18 a b 19 a REMOVE 8" CMP REMOVE INLET REMOVE INLET REMOVE 8" CMP REMOVE 8" CMP REMOVE 8" CMP REMOVE INLET REMOVE INLET REMOVE INLET G3 DI, GRATE TYPE 24-12X G3 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12 69.00’ Lt "A" 738+56.05 5.00’ Rt "A" 738+56.05 69.00’ Rt "A" 738+56.05 69.16’ Lt "A" 731+00.00 28.10’ Lt "A" 732+00.00 69.50’ Lt "A" 735+00.00 69.30’ Lt "A" 739+00.00 29.65’ Lt "A" 740+00.00 D-7 D-7 D-7 D-7 D-7 D-7 14 a b 15 a b 16 a b 17 a b c e d f 18 a b 19 a 50.4 1 1 63.1 53.4 1 69.0 59.0 53.3 1 1 1.43239 2.51326 1.43239 4.80 7.72 4.80 INLET APRON3.18 24" RCP, STANDARD JOINT 5.00’ Rt "A" 738+56.05 24" RCP, STANDARD JOINT 169.15’ Rt "A" 769+04.77 D-8 13 D-9 D-10 MH u 13 220.2 1271.5 8.55 0 0 6.7 6.7 6.4 12.5 4.0 4.0 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-9 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 195 TOTAL (THIS SHEET)0 3 0 0 0 256.0 0 00 0 0 0 2 0 0 2 0 0 0 1608 20.35 0 0 51.8 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 b 20 a b REMOVE 8" CMP REMOVE 8" CMP REMOVE INLET 69.33’ Lt "A" 743+00.00 D-7 b 20 a b 58.9 43.8 1 21 a b RSP 89.17’ Lt "A" 746+73.70 21 a b D-8 1 1 25.9 50.4 36" FES & 36" GRATE c e d 22 a b c e d f 23 a b c d 24 a b c e d f RSP 83.75’ Rt "A" 747+96.14 69.00’ Lt "A" 748+00.00G3 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12 G3 DI, GRATE TYPE 24-12X REMOVE 8" CMP REMOVE INLET REMOVE INLET REMOVE 8" CMP G3 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12 G3 DI, GRATE TYPE 24-12X 69.00’ Rt "A" 748+00.00 69.00’ Lt "A" 754+00.00 69.00’ Rt "A" 754+00.00 5.00’ Rt "A" 748+00.00 69.20’ Lt "A" 748+00.00 28.24’ Lt "A" 748+00.00 c e d 22 a b c e d f 23 a b c d 24 a b c e d f D-8 D-8 D-8 211.9 1 1 69.0 59.0 33.5 58.8 1 1 69.0 59.0 1.47239 4.17326 1.42239 1.47239 4.05326 1.41239 25.9 50.4 36" FES & 36" GRATE 5.02 9.87 4.75 5.01 9.55 4.72 5.00’ Rt "A" 748+00.00INLET APRON 5.00’ Rt "A" 754+00.00 INLET APRON 5.00’ Rt "A" 754+00.00 3.18 3.18 36" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 19D-719 195.0 211.9 0 100.8 0 3.1 4.0 3.8 4.1 4.0 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 2 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-10 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 196 TOTAL (THIS SHEET)2 2 0 0 0 905.7 0 00 0 0 0 0 0 1 2 0 1 1 2260 16.49 0 0 35.1 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 25 a b c REMOVE FES REMOVE 24" CMP REMOVE FES 93.83’ Lt "A" 759+43.05 17.10’ Rt "A" 758+38.92 25 a b c D-91 1 152.0 26 a b G3 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 759+22.0026a b D-9 69.0 1.36239 4.51 c e d f 27 a b c e d f g h 28 a b c e d f g h j i k l G2 DI, GRATE TYPE 24-12 G3 DI, GRATE TYPE 24-12X 69.00’ Rt "A" 759+22.00 5.00’ Rt "A" 759+22.00 167.00’ Rt "A" 764+74.49 106.66’ Lt "A" 764+74.45 RSP RSP REMOVE FES REMOVE 60" CMP REMOVE FES 95.74’ Lt "A" 764+74.45 3.75’ Rt "A" 764+69.20 G3 DI, GRATE TYPE 24-12X 69.00’ Lt "A" 765+50.00 G2 DI, GRATE TYPE 24-12 5.00’ Lt "A" 765+50.00 MH 7.35’ Lt "A" 768+25.00 G2 DI, GRATE TYPE 24-12 5.00’ Lt "A" 771+00.00 G3 DI, GRATE TYPE 24-12X 69.88’ Lt "A" 771+00.00 24" FES 118.79’ Rt "A" 771+00.00 RSP D-9 D-9 c e d f 27 a b c e d f g h 28 a b c e d f g h j i k l 59.0 264.2 101.4 1 1 59.5 268.0 268.0 70.4 111.8 1 1 1 1 36" FES & 36" GRATE 36" FES & 36" GRATE 3.26326 1.44239 1.47239 1.56326 2.74652 1.48239 13.0 14.3 10.1 11.1 12.0 28.3 1 9.29 5.02 5.77 4.85 5.95 5.04 INLET APRON 5.00’ Rt "A" 759+22.00 6.39 3.18 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 36" RCP, STANDARD JOINT D-10 253.4 264.2 0 0 3.6 3.1 13.9 4.2 6.7 4.4 4.2 4.2 53.7 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 3 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-11 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 197 TOTAL (THIS SHEET)32.4 0 1 0 0 0 933.10 0 0 00 0 0 0 0 0 2 0 0 0 0 3368 24.41 0 0 24.0 56.6 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 m INLET APRON 5.00’ Lt "A" 765+50.00 m3.18 29 a b c e d G3 DI, GRATE TYPE 24-12X 51.00’ Lt "A1" 775+31.00 G1 DI, GRATE TYPE 24-12 13.00’ Rt "A1" 775+31.00 G3 DI, GRATE TYPE 24-12X 36.27’ Rt "A2" 775+31.95 D-10a b c e d 61.5 79.0 1.61239 1.63326 1.82239 5.65 6.09 6.60 f g h 30 a b 31 a b c e d f g h j i k l m o n 24" FES RSP 5.40’ Rt "A1" 778+38.02 40.00’ Rt "A2" 778+33.15 REMOVE 8" CMP REMOVE INLET G1 DI, GRATE TYPE 24-12 21.80’ Lt "A1" 776+52.85 GT3 DI, GRATE TYPE 24-12X 24" FES RSP G1 DI, GRATE TYPE 24-12 0.00’ Rt "A1" 779+27.69 GT3 DI, GRATE TYPE 24-12X 38.66’ Rt "A2" 779+26.68 GT3 DI, GRATE TYPE 24-12X 38.66’ Rt "A2" 780+12.79 GT3 DI, GRATE TYPE 24-12X 38.65’ Rt "A2" 781+10.07 D-10 D-10 f g h a b 31 a b c e d f g h j i k l m o n 77.4 32.4 1 76.3 87.4 89.2 81.7 92.6 209.0 1 1 1.40326 2.56478 1.26326 2.27478 2.25478 2.27478 12.0 28.3 12.0 28.3 79.0 5.05 5.39 4.43 4.56 4.48 4.54 n INLET APRON 5.00’ Lt "A" 771+00.00 n 116.41’ Rt "A2" 775+31.98 i iINLET APRON 13.00’ Rt "A1" 775+31.00 120.49’ Rt "A2" 778+27.23 3.18 0.98 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 33.91 31.45 34.46 79.79 28D-928 29 30 0 179.61 D-10 3.0 4.6 7.7 3.6 5.5 3.0 2.8 4.8 2.5 2.3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 4 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-12 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 198 TOTAL (THIS SHEET)2 0 0 0 1147.7 0 0 00 0 0 0 0 0 1 0 0 4 5 1608 14.96 0 0 25.9 50.4 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 1 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY pG4 DI, GRATE TYPE 24-12X 69.71’ Rt "A1" 783+31.67p2.13239 6.37 q r t s u 32 a b c d G4 DI, GRATE TYPE 24-12X 51.70’ Rt "A1" 783+42.04 REMOVE FES REMOVE 60" CMP REMOVE FES 38.71’ Lt "A1" 778+43.52 23.12’ Rt "A1" 778+59.57 D-10G1 DI, GRATE TYPE 24-12 50.40’ Lt "A1" 779+41.73 115.79’ Lt "A1" 777+45.82 MH q r t s u 32 a b c d 123.7 1 1 107.3 205.4 186.8 1 4.06239 0.95326 9.63 3.00 e 33 a b 34 a b c e d f g h j i k SADDLE MH 0.00’ Lt "A1" 781+23.58 D-10G1 DI, GRATE TYPE 24-12 80.00’ Rt "A2" 780+75.92 D-439.00’ Rt "M" 51+61.25 39.00’ Rt "M" 54+27.71 MH MH G3 DI, GRATE TYPE 24-12X 39.00’ Rt "M" 56+97.52 51.00’ Lt "M" 51+61.23 51.00’ Rt "M" 51+61.23G3 DI, GRATE TYPE 24-12X 62.81’ Rt "M3" 710+79.29 MH 24" FES e 33 a b 34 a b c e d f g h j i k 1 1 1 1 1 1 52.2 267.5 270.9 86.1 8.0 70.8 1.65326 1.49239 1.74239 1 1 1 6.20 5.09 6.24 v INLET APRON v5.40’ Rt "A1" 778+38.02 f INLET APRON f115.79’ Lt "A1" 777+45.82 c d INLET APRON RSP 80.00’ Rt "A2" 780+75.92 c d 1 6.97 6.45 6.77 0.98 0.98 0.98 18" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 34.63 D-11 31 D-10 11.77 13.08 25.9 50.4 31 107.3 123.7 0 34.63 7.6 9.7 9.8 4.3 4.5 4.9 4.8 5.0 6.4 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 6 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-13 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 199 TOTAL (THIS SHEET)0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 3 3 2629 25.58 0 0 12.0 28.3 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 lRSPl12.0 28.3 m o n p q r t s 35 a b c d 36 a b 51.00’ Lt "M" 54+27.68 51.00’ Rt "M" 54+27.64 67.00’ Lt "M" 56+97.47 G3 DI, GRATE TYPE 24-12X G3 DI, GRATE TYPE 24-12X G3 DI, GRATE TYPE 24-12X G3 DI, GRATE TYPE 24-12X 51.00’ Rt "M" 56+97.63 G3 DI, GRATE TYPE 24-12X D-5 D-5 50.32’ Lt "M" 60+46.70 43.07’ Rt "M" 61+99.15 67.00’ Rt "M" 60+46.70 MH m o n p q r t s 35 a b c d 36 a b 86.5 8.0 7.4 113.4 92.6 131.0 1 1.49239 1.49239 1.46239 1.49239 239 1.68239 1 5.11 5.10 4.95 5.07 4.94 5.96 c e d f g h j i k l m o n p G4 DI, GRATE TYPE 24-12X 43.02’ Rt "M" 62+94.55 43.06’ Rt "M" 65+94.11 52.18’ Rt "M" 61+99.15 MH MH G4 DI, GRATE TYPE 24-12X G3 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12X G3 DI, GRATE TYPE 24-12X 81.05’ Rt "M" 61+79.71 51.00’ Lt "M" 62+94.49 51.00’ Lt "M" 65+94.12 31.00’ Lt "M1" 713+74.40 1 1 295.6 6.0 32.6 257.4 90.0 90.0 90.0 c e d f g h j i k l m o n p 5.91239 14.81 5.90239 14.79 1.49239 1.83239 1.38239 1 1 5.09 5.03 4.59 14.31 13.20 5.91 24" CSP (0.079" THICK), POSITIVE JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 1.46 G3 DI, GRATE TYPE 24-12X D-4 3434 0 1269.8 131.0 0 0 3.5 4.4 5.2 3.4 5.2 11.7 4.2 5.8 4.8 20.6 13.3 12.3 11.0 12.7 100.3 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 7 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-14 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 200 TOTAL (THIS SHEET)0 0 0 0 1560.4 0 0 00 0 1 0 0 0 0 0 0 7 7 1215 23.01 0 0 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 q13.0q 24" RCP, STANDARD JOINT r a b c e d f g h j i k l m o n p 37 G3 DI, GRATE TYPE 24-12X 60.10’ Rt "M" 65+94.12 49.11’ Rt "M" 69+23.61 49.20’ Rt "M" 70+35.35 44.33’ Rt "M" 72+58.83 41.05’ Rt "M" 74+81.20 43.50’ Rt "M" 78+23.48 D-13MH MH MH MH MH MH 44.00’ Rt "M" 81+23.24 MH 44.00’ Rt "M" 82+42.06 TYPE A-1 CB 51.00’ Lt "M" 68+00.00 GT2 D1, GRATE TYPE 18-9 7.00’ Lt "M" 69+15.47 1 1 1 1 1 1 1 1 103.2 212.4 212.6 160.0 295.8 114.9 119.8 r a b c e d f g h j i k l m o n p 37 1.38239 5.56498 2.00 1 1 1 1 1 1 1 4.60 4.71 8.39 q r t s u v w y x z aa ab G0 D1, GRATE TYPE 24-12X 61.00’ Rt "M" 69+23.62 36.00’ Rt "A5" 15+63.32 TYPE A CB 42.50’ Lt "A5" 15+71.45 TYPE A-1 CB 3.67’ Rt "M" 72+58.83 G0 D1, GRATE TYPE 24-12X 56.33’ Rt "M" 72+59.08 TYPE A-1 CB 48.07’ Lt "M" 74+87.62 q r t s u v w y x z aa ab 54.0 7.5 137.0 32.1 7.7 1.88239 2.97 2.25 3.77 1.75239 4.40 5.64 6.55 8.84 8.87 5.09 16.18 8.48 7.80 9.00 12.99 14.85 13.48 36 10.66 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 18" RCP, STANDARD JOINT 18" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT & PLUG PIPE TYPE A CB D-14 D-13 36D-5 0 39.8 0 0 0 0 3.1 6.6 11.1 12.9 11.7 12.2 5.6 7.3 7.9 5.4 3.3 4.0 4.0 5.9 70.6 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 3 8 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id015.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-15 201 TOTAL (THIS SHEET)0 0 2 1 548.1 00 0 4 0 0 2 0 0 0 1 1 2019 20.48 0 0 5.8 16.0 --0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 0 acac42.1 18" RCP, STANDARD JOINT ad af ae ag ah ai ak aj al am an ap ao aq ar a b c 38 GT1 DI, GRATE TYPE 18-9 5.00’ Lt "M" 74+87.23 G0 DI, GRATE TYPE 24-12X 53.00’ Rt "M" 74+81.05 G0 DI, GRATE TYPE 24-12X 55.50’ Rt "M" 78+23.48 OUTLET STRUCTURE ADJUST CB TO GRADE ADJUST MH TO GRADE ADJUST CB TO GRADE 47.00’ Lt "AS" 14+69.50 D-13 40.50’ Rt "AS" 14+69.50 8.14’ Lt "AS" 14+69.50 ad af ae ag ah ai ak aj al am an ap ao aq ar a b c 44.1 7.8 7.5 69.2 7.5 4.0 4.0 4.0 1 1 1 1 4.65498 1.73239 6.14239 5.00 1.61 125.84’ Lt "M" 78+23.48 a b c d 39 a b c e d 40 G3 DI, GRATE TYPE 24-12X RSP 32.00’ Rt "M3" 713+88.93 79.00’ Rt "M3" 713+88.87 D-4 18" FES G3 DI, GRATE TYPE 24-12X G2 DI, GRATE TYPE 24-12 5.30’ Lt "M3" 719+00.00 D-6 32.00’ Rt "M3" 719+00.00 56.47’ Rt "M3" 719+00.0018" FES a b c d a b c e d 46.4 34.5 28.7 1 1 5.8 16.0 239 1.70 326 1.70 239 1.51 6.05 4.54 15.96 5.20 1 1 as as MH 42.20’ Rt "M" 76+45.1410.7411 11.37 174.4 18" RCP, POSTIVE JOINT 18" RCP, POSITIVE JOINT 18" RCP, STANDARD JOINT 18" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 24" RCP, STANDARD JOINT 18" RCP, STANDARD JOINT & PLUG PIPE 30" RCP, STANDARD JOINT & PLUG PIPE 36" RCP, STANDARD JOINT & PLUG PIPE 24" RCP, STANDARD JOINT 18" RCP, STANDARD JOINT 2.89 D-13 37 D-14 D-14 D-13 Rt "M" 82+42.06 Rt "M" 82+42.06 Rt "M" 82+42.06 38 39 40 37 0 215.1 4.0 4.0 0 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 297.0 24" RCP, STANDARD JOINT 3.95 G0 DI, GRATE TYPE 24-12X 56.00’ Rt "M" 81+23.23 0 1.47239 2.89 18" RCP, STANDARD JOINT & PLUG PIPE Rt "M" 81+23.231 9.6 10.3 5.5 14.1 14.4 4.0 3.5 5.0 6.1 6.1 2.8 6.1 13.2 10.8 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 4 0 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id016.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DRAINAGE QUANTITIES DQ-16 202 TOTAL (THIS SHEET)0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 74.5 --0 0 D R A I N A GE S YS T E M N o . EA EA EALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EA EA D E B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I O N CYSQYD MAX I MU M C O V E R ( N ) LF LF D R A I N A GE S YS T E M N o . D R A I N A GE P L A N S H E E T N o . STATIONDESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T U R E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EAEA A DJ U S T C B T O G R A D E A DJ U S T MH T O GR A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EA EAEA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S D R A I N A GE U NI T ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) H E I GH T O F S T R U C T U R E D R A I N A GE U NI T EA 1 8 " S T E E L F E S L I G HT , ME T H OD B R OC K S L O P E P R OT E C T I O N 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S AD D L E MAN H O L E F R A ME A ND COV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I N G S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) 1 fRSPf5.8 16.0 a b c d 42 a b c 43 44 a b c 45 a RSP D-1 268.05’ Rt "A" 681+48.48 245.07’ Rt "A" 680+57.9618" FES SADDLE MANHOLE D-10 233.49’ Rt "A1" 782+31.42 RSP RSP CONCRETE LINED DITCH RSP LINED DITCH a b c d 42 a b c 43 44 a b c 45 a 1 1 1 11 11 92.4 190.5 5.8 16.0 2.7 4.0 2.7 4.0 57.5 68.3 199.26’ Rt "A2" 780+12.32 24" CSP RISER AND DEBRIS RACK 24" CSP RISER AND DEBRIS RACK 18" CSP (0.079" THICK), STANDARD JOINT 18" RCP, STANDARD JOINT 41 41 D-6 40 D-12 D-11 D-9 13.30 40 0 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 190.5 0 92.4 0 0 108.3 0 e 268.05’ Rt "A" 681+48.48 eConc APRON1.22 19.30 d 1.22 Conc APRON d199.26’ Rt "A2" 780+12.32 21.74 15.5 9.5 SYSTEM NO. NOT USED x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS L AST REVI S I ON ST AT E OF CAL I F ORN I A - D E P ARTMEN T OF T RANS P OR T AT I O N No. Exp. CIVIL R E G ISTER EDPROFESSIONAL E N G I NEERST ATE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PL OTT ED = > DATE PL OT TED = > 8: 56 : 4 1 AM 4 / 2 9 / 2 0 1 3 C HEC KE D BY DES I GNE D B Y CAL CULAT ED - R E VIS E D B Y D AT E REVI S ED PLANS APPROVAL DATE DATE CONS U L T ANT F UNCT I ONAL S UP ER VI SOR R COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R 0 3 - 1 1 - 1 3 USERNAME =>jfischer DGN FILE =>0600000041id017.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010 J A S O N L E MO N S BAKERSFIELD, CA 93301 SUITE 201 900 TRUXTUN AVENUE CITY OF BAKERSFIELD 6 Ker 178 R7.0/T9.1 DRAINAGE QUANTITIES ROSEVILLE, CA 95678 SUITE 200 1075 CREEKSIDE RIDGE DR. PSOMAS BRI AN WR I G H T T I MO T H Y HAYE S 442 BRIAN G. WRIGHT C59331 6-30-13 03/07/13 03/11/13 DQ-17 203 DRAINAGE QUANTITIES EA EAEALF R E MO V E P I P E EA R E MO V E F E S EA LF LF LF LF LF 3 6 " R C P LF EA EA LB Mi s c I R O N AN D S T E E L CY LB EAEA DE B R I S R A C K CY F AB R I C ( C L AS S 8 ) R OC K S L O P E P R OT E C T I ON CYSQYD MAX I MU M C O V E R ( N ) LF LF DESCRIPTION MOD I F Y I N L E T ( MI N O R S T R UC T UR E ) MI N OR C ON C R E T E R E MO V E I NL E T EA EA EA A DJ U S T C B T O GR A D E A DJ U S T MH T O G R A DE 1 8 " R C P 2 4 " R C P 3 0 " R C P EAEA EA 2 4 " G R AT E 3 6 " G R AT E 1 8 " C O NC R E T E F E S 2 4 " C O NC R E T E F E S EA 3 6 " C O NC R E T E F E S ( B A C K F I L L ) MI N OR C ON C R E T E " H " O R " V " ( N) HE I G H T O F S T R U C T U R E EA 1 8 " S T E E L F E S L I G H T , ME T H OD B R OC K S L O P E P R OT E C T I ON 2 4 " C S P ( 0 . 0 7 9 " T H I C K ) MAN H OL E MAN H OL E S A D D L E MANH O L E F R A ME A ND C OV E R 2 4 " C MP R I S E R ( C O NC R E T E C OL L A R ) ( N ) B AR R E I NF O R C I NG S T E E L P L U G P I P E 1 2 " R C P LF 2 4 " H DP E LF 1 8 " C S P ( 0 . 0 7 9 " T H I C K ) TOTAL SHEET DQ-1 TOTAL SHEET DQ-2 TOTAL SHEET DQ-3 TOTAL SHEET DQ-4 TOTAL SHEET DQ-5 TOTAL SHEET DQ-6 TOTAL SHEET DQ-7 TOTAL SHEET DQ-8 TOTAL SHEET DQ-9 TOTAL SHEET DQ-10 TOTAL SHEET DQ-11 TOTAL SHEET DQ-12 TOTAL SHEET DQ-13 TOTAL SHEET DQ-14 GRAND TOTAL TOTAL SHEET DQ-15 TOTAL SHEET DQ-16 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 14.0 0 2 0 0 0 2304.9 0 0 00 0 0 0 1 0 2 2 2629 38.48 0 0 12.0 28.3 7.99 --0 112.000200 1 2 0 0 0 1496.3 0 0 0 0 0 0 0 0 0 0 2 2 2738 23.14 0 0 --0 0 0103.2 12.0 56.0 0 0 0 0 1 5 1 0 0 163.0 0 0 00 0 0 0 0 0 1 0 0 0 0 956 0 0 12.0 13.2 --0 168.000482.3 9.17 0 0 2 0 0 0 1509.2 0 00 0 0 0 0 0 0 0 1 1 3368 37.67 0 0 12.0 28.3 --0 0 0185.5 196.5 0 56.0 0 0 0 0 0 598.8 0 00 0 0 0 0 0 0 0 0 1 1 4368 31.69 0 0 --0 0 0097.4 1124.9 0 0 0 0 0 7 0 0 0 1101.1 0 0 00 0 0 0 0 0 1 0 0 1 1 1608 17.88 0 0 12.0 28.3 --0 0 01411.7 0 0 0 2 0 0 0 00 0 0 0 2 0 0 2 0 5 5 565 0 0 25.9 50.4 --0 0 0101.8 59.0 3079.7 5.51 0 0 0 5 0 0 0 128.0 0 00 0 0 0 0 0 0 1 0 2 2 804 0 0 25.9 50.4 --0 0 0220.2 1271.5 5.78 0 0 0 3 0 0 0 256.0 0 00 0 0 0 2 0 0 2 0 0 0 1608 14.81 0 0 51.8 --0 0 0195.0 211.9 0 100.8 0 2 2 0 0 0 905.7 0 00 0 0 0 0 0 1 2 0 1 1 2260 13.72 0 0 35.1 --0 0 0253.4 264.2 0 0 32.4 0 1 0 0 0 933.1 0 0 00 0 0 0 0 0 2 0 0 0 0 3368 18.37 0 0 24.0 56.6 --0 0 0 0 179.61 2 0 0 0 1147.7 0 0 00 0 0 0 0 0 1 0 0 4 5 1608 13.25 0 0 25.9 50.4 --0 0 1123.7 0 34.63107.3 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 3 3 2629 25.64 0 0 12.0 28.3 --0 0 001269.8 131.0 0 0 0 0 0 0 1500.8 0 0 00 0 1 0 0 0 0 0 0 7 7 1215 25.58 0 0 --0 0 0039.8 0 0 0 0 0 0 2 1 548.1 00 0 4 0 0 2 0 0 0 1 1 2019 20.48 0 0 5.8 16.0 --0 00215.1 4.0 4.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 74.5 --0 0 10190.5 0 92.4 0 0 108.3 021.74 3106.8 6 31 0 3 1 666.5 13921.51423.94831.3 12.0 92.4 187.0 5 2 4 2 7 7 1 30 2 32 31743 323.23 336.0 2 2 328.9 613.0 225.120 0 2.89 98.5 53.7