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Home My WebLink About10.8-211LIST OF DRAWINGS SHEET I G-01 TITLE SHEET SHEET 2 G-02 SITE PLAN SHEET J C-01 CLARIFIERS TYPICAL PLAN AND SECTION CITY STANDARDS &.C -x City of Bakersfield Subdivision & Engineering Design Manual, latest edition STATE STANDARDS • State of California's Deportment of Transportation (Caltrans) Standard Plans, 2010 edition • State of California's Department of Transportation (Caltrans) Standard Specifications., 2010 edition CONVENTIONAL SYMBOLS EA SEMEN T RI GH T— OF WA Y CEN TERL INE RA/LROAD TRACKS x x CHAIN LINK FENCE w G Un TV 0 w MANHOLE CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS 1w AF iiiiiiii�� 1 -11 AW IN 11111111� AF AM AN jW "I �w M A .1 AD AD AMPO X Mw -11A M 4P • EXIST CURB & GU TTER EXIST, A. C. FL 0 WL INE EXIST. EDGE OF PA VEMEN T n n M n GUARD RAIL IMPRO YEMEN TS UTILITY SYMBOLS EXIST WATER LINE EXIST GAS LINE EXIST A ERIA L LINES EXIS T UNDERGROUND TV CABLES EXIST OIL LINE PO WER POLE EXISTING MONUMENT FU TURE MONUMEN T STREET LIGHT STREET LIGHT WIMAST ARM CLEAN OUT PRE—EMPTION DEVICE -0- BENCHMARK A U TO SCOPE NO T TO SCALE PA Y QUANTITIES S EXIST SEWER LINE MOBILIZATION SD EXIST STORM DRAIN I E EXIST UNDERGROUND LS LAUNDER WALL COATING POWER LINE LS T EXIST UNDERGROUND REPAIR OF SCUM COLLECTION BOXES 2 PHONE LINE REPAIR OF SLUDGE RAKE ASSEMBLIES FO EXIST FIBER OPTIC LINE F.H. o(D,v* FIRE H YDRAN T CONCRETE REPAIR 1 W.M. REPL A CEIREBUILD CLARIFIER DRIVE UNITS 2 EA ❑ WATER METER W.V. N WATER VALVE G.M. GA S METER G.V. N GAS VALVE -0- BENCHMARK A U TO SCOPE NO T TO SCALE PA Y QUANTITIES ITEM ES TIMA TED QUANTITY UNIT OF MEASURE MOBILIZATION I LS DEMOBILIZATION I LS LAUNDER WALL RE SLOPING I LS LAUNDER WALL COATING 1 LS REPLACEMENT OF SCUM RAKE ASSEMBLIES 2 EA REPAIR OF SCUM COLLECTION BOXES 2 EA REPAIR OF SLUDGE RAKE ASSEMBLIES 2 EA BLASTING AND COATING OF CLARIFIER ME TA L SURFACES I LS CONCRETE REPAIR 1 LS REPL A CEIREBUILD CLARIFIER DRIVE UNITS 2 EA Job No.: 90558450 File Path: SACity of Bakersfield\60560844 - WWTP 3 Primary Clarifier Rehab\900 WorkingDocs-CAD\02-SHEETS File Name: 60560844-sht01 COVER SHEET.dwg Ll STATE OF CALIFORNIA NO TE. - THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CL.4SS .4 NO TE. - THE CONTRACTOR OR A SUBCONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.- 4�/�IC I W NO TE. - THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444., 48 HOURS PRIOR TO EXCA VA TION. FESS/0 ,J\A.GA w uj No. 2 21 C/V OF CAS r 0 2 3 :k 00 C1V_ C14 L0 4L) 0 a_ I z 11� a_ w V) �5 E 0 :z 0 z a. U-1 Cn 00 C� co LO C> to 6 65 0 C> m E .0 CL 0- Co C> co U") C> ID m 4- 0 Cn 2 3 4 5 67 8 ------ "8 9 55 ORNAMENTAL vj 77 r - E FENCE(TYP) 29, 5 4C H HIM 350.72 N S IC R 1 .149 .40 I .......... ------------- Z) 35U.74 RIM WCUTCH AO _x xx x CONC. rX ELEC. 0 60' 120' X_x J a 355— SLIDING GATE 1 60' 10 (ORNAMENTAL BERM x ------- I STOBAGE YARD RIM 351. x 0 no 42 I MH UIMO 351.38 (®R X—X—K--X—X—X—X— -I_ z ADMIN ....... 7 .350 UILDING 4A a z I J 0, FH 0 -p 349,31 FH 7 w W KS I a LL 0 CONVERT OPERATIONS BUILD NG 1310FILTERS . ..... ....... :L --j ° I� f \ f _ ------------ __] Q:fJ I hl 80�4 0 P'�GE'_ PROPANEUO,_ ...... CO TANKS _BIOFILTER NO.1 FH C MAtNTENANCE- UILDING FH 00 FERRI-C CHLORIDE IN S'TO RAGE 0 0 SW 1® SCHMINE 0 BUILDING 4_' - - - 01000.00 yf U1 90,000.00 E MH RIM 352�� MdXS MCC- 1 0 0 0 ENA CE 0 BUILDING 0 CONVERTED PRIMARY 0 0 0 E 4 -CLARIFIERS 0 0 C3 WELL 0 LO=O.ij A-011 0 A"ER TANK ,,1 06 N 1.5 N. REUMULAI IUN___ ORNAM NTL mu_4 P S (0 ANAEROBIC DIGESTERS jig 11 1 nm 1_11' I---- ff=_� FENCE( P) (0 0 0 0®2 008° o /Q, i �. 0 ANEROBIC NO.1 ITUE RX S -NO.4 CLARIFIERS TO BE REHABILITATED MBJ1Q NO 3 RY EXISTING CONVERTED PRIMARY 40� DIGESTERS 0 Nq.5 0 N0.3 N. NO. 0 0 ------ rlo_t�_ 9,89 N 0 0 0 10,0 F M [3 PRIMARY NO.2 iPOWER ]IIARIFIERS RY GEN DLU A— SLU N0.1 CJ �'i ........... 'DIE S: —0 0 ` i x ° °I NO.6 NO.8 Lj LI IN ATE NO.2 NOA LING, (O NA =NTA 00 ILT S 0 0 0 *L2_E1j NC. NO.6 NC .4 I I F PLA ST0ywE!:BtbG--� D- 0 D 3 PLAN I - _'VVA 11111— U DIRF xTrTrj ArtrV 104— —35 ct FH ATION BASINS FH AF SLUDGE DRYING BEDS FH SEPTAGE & GREASE 0 + RECEIVING STATION ao ! •.,I m 01 v FUTURE DIGESTER FUTURE DIGESTER BLOWER W.L.=34M BLDG 5-12105 PLAN SCALE: 1 "=60' NOTES: 3. EXISTING UTILITIES AND UNDERGROUND FACILITIES ARE SHOWN ON THESE DRAWINGS 5. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, ITIS 8. ALL STAGING ACTIVITIES INCLUDING CONTRACTOR PARKING SHALL BE COORDINATED WITH BASED ON AVAILABLE RECORDS. NOT ALL SURFACE AND SUBSURFACE UTILITIES HAVE BEEN THE RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY NOTIFY THE CITY OF THE CITY OF BAKERSFIELD PRIOR TO PERFORMING ANY WORK. 1. PROVIDE THE CITY OF BAKERSFIELD CONSTRUCTION DEPARTMENT WITH A 24 HR NOTICE SHOWN. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE BAKERSFIELD PRIOR TO CONTINUING WITH ANY AND ALL CONSTRUCTION. PRIOR TO THE START OF ANY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF 9. CONTRACTOR SHALL PROVIDE ACCESS TO THE CITY OF BAKERSFIELD STAFF FOR THE 6. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR CONTINUED OPERATIONS AT THE WASTEWATER TREATMENT PLANT AT ALL TIMES DURING Z 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, AND GENERAL EQUIPMENT ANY AND ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT THAT EXISTING IMPROVEMENTS ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT. %64 ARRANGEMENTS PRIOR TO ORDERING AND INSTALLATION OF ANY NEW MATERIALS AND CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT CONSTRUCTION, THESE SHALL BE REPAIRED IN KIND TO A CONDITION SIMILAR OR BETTER EQUIPMENT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF BAKERSFIELD OF ANY (U.S.A. 1 -800-227-2600) A MINIMUM OF FORTY EIGHT (48) HOURS PRIOR TO THE START OF THAN EXISTING. 10. CONTRACTOR TO DISPOSE OF ALL CONSTRUCTION WASTE OFFSITE. AND ALL VARIATION IN DIMENSION OR CONDITION THAT DIFFERS FROM THE DIMENSION OR CONSTRUCTION. CONDITION INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 7. AFTER COMPLETION OF THE WORK, CLARIFIERS SHALL BE SUBJECTED TO AN OWNER 4. ALL EXISTING EQUIPMENT AND/OR ABOVE AND UNDERGROUND FACILITIES THAT ARE REMOVED, DAMAGED, DISTURBED, OR UNDERCUT SHALL BE REPAIRED, RESTORED, OR WITNESSED START UP TEST TO VERIFY THAT EQUIPMENT IS INSTALLED AND WORKING 10.8-211 °' PROPERLY, REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE CITY OF BAKERSFIELD AND IN ACCORDANCE WITH THE AFFECTED FACILITIES' OWNER OR GOVERNING AUTHORITY. A DESIGNED BY PROJECT ENGINEER DRAWING , VERIFY SCALES uslo A EHG. ERIC H. GARIBAY V�* CA AA A 13A WWTP NO. 3 PRIMARY CLARIFIERS REHABILITATION BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING Aw G-02 GR 72121 12/31/18 CITY O F SHEET CHECKED BY PROJECT NUMBER AECOM Technical Services, Inc. W 5001 East Commercenter Dr. Suite 100 BAKERSFIELD SITE PLANa, IF NOT ONE INCH ON NC 60560844 Bakersfield, California 93309 2 T 661.283.2323 F 661.395.0359 M THIS SHEET, ADJUST DATE CADD STANDARDS ow OF 3 SHEETS REV DATEDESCRIPTION APPR SCALES ACCORDINGLY MARCH 2018 AECOM C www.aecom.com 1 60560844 119 :2 13- 0) n 00 C) CP ca J� 0 a_ E 70 9 co I 14- C> Uj N 0 C, 0 0 rnE a. CL Co C> Co Lo C> Co m 46 V) EXIST. 611 TD EXIST. ALUMINUM COVER. SEE RECORD DWGs. EXIST 12" FRESH AIR INLET. EXIST. EXIST. VALVE & 3611-M VALVE BOX EXIST. 4' WIDE CONC. SIDEWALK EXIST. ALUMINUM COVER SUPPORT TRUSSES. k03 EXIST. 18"x18" HATCH SLOPE LAUNDER (TYP 4) CHANNEL TO DRAIN EXIST. 3' WIDE ALUMINUM COVER WALKWAY SECTION WITH HANDRAILS OVER BRIDGE 8'-0" 8 -Cr EXIST. STAIRWAY EXIST. 6'x6' WALKWAY SECTION WITH HANDRAILS AROUND SLUDGE Lj COLLECTOR DRIVE I11 1 UP 11 11 1 iji I I I I 1 11 11 1 1 1 -1 -1-T- I 1 11 11 11 11 1 1 11 1 1U 11 1 1, PRIMARY CLARIFIER NO.8 III I EXIST. 11# -RW 35' FOR PC2PC06 ANDPC08 TOP OF LOW POINT PRIMARY CLARIFIER NO.6 11 ELEVATION SEE SEC. C/030 EXIST. HOSE SIM. (ROTATE_ 1800). 10 VALVE C 03 `7 EXIST. 811 CU EXIST. 611-S EXIST. FJB NO.2 REV I DATE EXI,' 48"- 8- TOP OF HIGH POINT ELEVATION SEE SEC. B/03 EXIST. SCUM BOX TO BE REPLACED EXIST. 48"x36" HATCH OVER SCUM BOX N\ EXIST. SCUM PIT 00 ��%ice A EXIST. 24"x36" HATCH 03 OVER EFFLUENT CHANNEL. (TYP 23) DESCRIPTION EXIST. 16" -FA SCALE: 1/8"=V-0" VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY EHG PROJECT ENGINEER ERIC H. GARIBAY DRAWN BY GR REG NUMBER EXP DATE 72121 12/31/18 ........................ ...... ...... ........... CHECKED BY NC PROJECT NUMBER 60560844 DATE MARCH 2018 CADD STANDARDS AECOM APPR 1 3 GENERAL NOTES: 87,_0» 1. THIS IS A TYPICAL PLAN AND SECTION VIEW OF CONVERTED PRIMARY CLARIFIER NO. 6 and 8. ORIENTATION SHOWN IS CONSISTENT WITH CONVERTED PRIMARY CLARIFIER NO. 8. THE ORIENTATION OF PRIMARY CLARIFIER NO. 6 IS ROTATED 180 DEGREES. fl -PS EXIST. 6L .1 A' REPLACE OR REBUILD HANDRAIL 2. EXISTING CONVERTED PRIMARY CLARIFIERS 6 AND 8 WILL BE OFF LINE AT TIME OF CONSTRUCTION. NO BYPASS PUMPING WILL BE REQUIRED. EXISTING DRIVE UNITS 3. INTERIOR OF CONVERTED PRIMARY CLARIFIERS IS CLASSIFIED AS A "CLASS 1, DIVISION 1, GROUP D" SPACE. ALL MATERIALS, EQUIPMENT, ANDREMOVE - EXIST. ALUMINUM COVER WORKMANSHIP WITHIN THE CLARIFIERS SHALL MEET THE NATIONAL ELECTRICAL CODE REQUIREMENTS FOR THIS CLASSIFICATION. EXIST. FRP V -NOTCH AND REPLACE SCUM RAKE ASSEMBLIES WEIR PLATES 4. CONTRACTOR WILL BE RESPONSIBLE TO CLEAN ALL TRASH AND DEBRIS INCLUDING RESIDUAL SEWAGE FROM THE CLARIFIERS PRIOR TO START OF EL. 354.48 CONSTRUCTION. RESIDUAL SEWAGE MAY BE DISPOSED AT THE EXISTING WASTEWATER TREATMENT PLANT. COORDINATE WITH THE CITY OF MAX. W.S. EL. 352.97 771' BAKERSFIELD FOR THE DISPOSAL LOCATION. CONC. WALKWAY D 5. ELEVATIONS SHOWN ARE FOR RELATIVE EL. 352.00 REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS INCLUDING THE REFERENCED ELEVATIONS. EXIST. 20#to 6. CONTRACTOR MAY REMOVE EXISTING ALUMINUM COVER PANELS AS NECESSARY TO COMPLETE THE WORK. REMOVED ALUMINUM ROOF PANELS SHALL A V i. EXIST. SCUM BAFFLE CENTER WELL .1 1 REPAIR CORRODED COMPONENTS BE PUT BACK IN PLACE IN ACCORDANCE WITH THE ROOF PANEL MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ALUMINUM ROOF COVER OF EXISTING SCUM COLLECTION SUBMITTAL IN THE SPECIFICATIONS. BOX. BLAST AND RECOAT. P:. 7. THE CUTTING, DAMAGING, AND DIMINISHING OF EXISTING REBAR IS STRICTLY PROHIBITED. CONTRACTOR SHALL TAKE MEASURES TO PREVENT SUCHEXIST. 30"0 CENTER PIER AND CONDITION WHILE ANCHORING NEW EQUIPMENT DURING THE COURSE OF THIS PROJECT. LAUNDER CHANNEL SLOPING SLUDGE COLLECTOR SUPPORT 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ITS OWN SANITARY FACILITIES AND POTABLE WATER SUPPLY FOR ITS OPERATIONS SEE SEC. B AND C/03 4 EXIST. SLUDGE COLLECTOR MECHANISM THROUGHOUT THE DURATION, OF CONSTRUCTION. REHAB. PER SPECIFICATIONS. 9. BLAST AND RECOAT ALL EXISTING FERROUS METAL SURFACES WITHIN THE CLARIFIER PER THE SPECIFICATIONS. 10. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING THE SCOPE OF REHABILITATION WORK FOR THIS PROJECT. AV EL. 337.24 4&-fw. SLOPE LAUNDER 7 CHANNEL TO DRAIN 119 :2 13- 0) n 00 C) CP ca J� 0 a_ E 70 9 co I 14- C> Uj N 0 C, 0 0 rnE a. CL Co C> Co Lo C> Co m 46 V) EXIST. 611 TD EXIST. ALUMINUM COVER. SEE RECORD DWGs. EXIST 12" FRESH AIR INLET. EXIST. EXIST. VALVE & 3611-M VALVE BOX EXIST. 4' WIDE CONC. SIDEWALK EXIST. ALUMINUM COVER SUPPORT TRUSSES. k03 EXIST. 18"x18" HATCH SLOPE LAUNDER (TYP 4) CHANNEL TO DRAIN EXIST. 3' WIDE ALUMINUM COVER WALKWAY SECTION WITH HANDRAILS OVER BRIDGE 8'-0" 8 -Cr EXIST. STAIRWAY EXIST. 6'x6' WALKWAY SECTION WITH HANDRAILS AROUND SLUDGE Lj COLLECTOR DRIVE I11 1 UP 11 11 1 iji I I I I 1 11 11 1 1 1 -1 -1-T- I 1 11 11 11 11 1 1 11 1 1U 11 1 1, PRIMARY CLARIFIER NO.8 III I EXIST. 11# -RW 35' FOR PC2PC06 ANDPC08 TOP OF LOW POINT PRIMARY CLARIFIER NO.6 11 ELEVATION SEE SEC. C/030 EXIST. HOSE SIM. (ROTATE_ 1800). 10 VALVE C 03 `7 EXIST. 811 CU EXIST. 611-S EXIST. FJB NO.2 REV I DATE EXI,' 48"- 8- TOP OF HIGH POINT ELEVATION SEE SEC. B/03 EXIST. SCUM BOX TO BE REPLACED EXIST. 48"x36" HATCH OVER SCUM BOX N\ EXIST. SCUM PIT 00 ��%ice A EXIST. 24"x36" HATCH 03 OVER EFFLUENT CHANNEL. (TYP 23) DESCRIPTION EXIST. 16" -FA SCALE: 1/8"=V-0" VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY EHG PROJECT ENGINEER ERIC H. GARIBAY DRAWN BY GR REG NUMBER EXP DATE 72121 12/31/18 ........................ ...... ...... ........... CHECKED BY NC PROJECT NUMBER 60560844 DATE MARCH 2018 CADD STANDARDS AECOM APPR 1 3 EXIST. 3611 -PI A SECTION 03 Scale 3/16"= 1'-01' QROFESSfo� \A. GA N RCE rri AECOM Technical Services, Inc. .6 rn _-a 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 C/V T 661.283.2323 F 661.395.0359 OF CALF www.aecom.com 4 -- I REFER TO LAUNDER CHANNEL NOTES EXIST. ALUMINUM COVER (E)V-NOTCH WEIR BOTTOM OF NOTCH EL. 352.81 EXIST SCUM BAFFLE 6x6 -W1 0x1 0 WELDED WIRE FABRIC PLACE MIN. 6" LAYER OF CLASS B CONCRETE PER THE SPECIFICATIONS - t 21-011 1011 PROVIDE LIGHT BROOM FINISH (E) TOC EL. 354.48 (REF) HIGH POINT EL.350.81 SLOPE TRENCH TO DRAIN TO FLOW JUNCTION BOX LOW POINT EL.350.01 C:) Z (E) TOC EL. VARIES A N N 'y A N 1. N o\001 001, 4A .4, PLACE LEAN CONCRETE PER THE SPECIFICATIONS 4 40 A. A A. 4 -4 A . (E) TOC EL. 347.04 (REF) LANUDER CHANNEL NOTES: 1. COAT THE TOP OF WALLS, BOTTOM, AND INTERIOR FACE OF LAUNDER CHANNEL WITH A POLYURETHANE HYBRID COATING PER SECTION 7-1.13 OF THE SPECIFICATIONS. 2. REFER TO 7-1.13 OF THE SPECIFICATIONS FOR COATING TERMINATION REQUIREMENTS. B LAUNDER CHANNEL SLOPING 03 Scale 1/2"= V-0" TOC EL. 349.51 TOC EL. 350.01 4 -' Aj* I 4 4 A A' A, A4 4 A ♦ 4 A.- d'A A 00 Cfl TOC EL. 349.51 TOC EL. 350.01 A A'. 4. .4. . ••4 :4 . .4' 4 . .4 .4.4 A A. A . 4 % A A 44% .4 41 A A .4- -A A. 4 •. A -A TOC ELEV. 347.04 V) FILL WITH CONCRETE PER SEC. B/03 C LAUNDER CHANNEL SLOPING TERMINATION 03scaiom 1/9,,= 1,-0,, a *.a C.ft as 10.8-211 DRAWING WWTP NO. 3 PRIMARY CLARIFIERS REHABILITATION 4*,*, C-01 CITY OF SHS CLARIFIERS TYPICAL BAKERSFIELD 3 PLAN AND SECTION OF 3 SHEETS 60560844 7 8 ........................ ...... ...... ........... de fl -PS EXIST. 6L .1 A' C t 21-011 1011 PROVIDE LIGHT BROOM FINISH (E) TOC EL. 354.48 (REF) HIGH POINT EL.350.81 SLOPE TRENCH TO DRAIN TO FLOW JUNCTION BOX LOW POINT EL.350.01 C:) Z (E) TOC EL. VARIES A N N 'y A N 1. N o\001 001, 4A .4, PLACE LEAN CONCRETE PER THE SPECIFICATIONS 4 40 A. A A. 4 -4 A . (E) TOC EL. 347.04 (REF) LANUDER CHANNEL NOTES: 1. COAT THE TOP OF WALLS, BOTTOM, AND INTERIOR FACE OF LAUNDER CHANNEL WITH A POLYURETHANE HYBRID COATING PER SECTION 7-1.13 OF THE SPECIFICATIONS. 2. REFER TO 7-1.13 OF THE SPECIFICATIONS FOR COATING TERMINATION REQUIREMENTS. B LAUNDER CHANNEL SLOPING 03 Scale 1/2"= V-0" TOC EL. 349.51 TOC EL. 350.01 4 -' Aj* I 4 4 A A' A, A4 4 A ♦ 4 A.- d'A A 00 Cfl TOC EL. 349.51 TOC EL. 350.01 A A'. 4. .4. . ••4 :4 . .4' 4 . .4 .4.4 A A. A . 4 % A A 44% .4 41 A A .4- -A A. 4 •. A -A TOC ELEV. 347.04 V) FILL WITH CONCRETE PER SEC. B/03 C LAUNDER CHANNEL SLOPING TERMINATION 03scaiom 1/9,,= 1,-0,, a *.a C.ft as 10.8-211 DRAWING WWTP NO. 3 PRIMARY CLARIFIERS REHABILITATION 4*,*, C-01 CITY OF SHS CLARIFIERS TYPICAL BAKERSFIELD 3 PLAN AND SECTION OF 3 SHEETS 60560844 7 8