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Home My WebLink About6.2-712 Record DrawingCITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS LIST OF DRAWINGS SHEET I TITLE SHEET SEWER LIFT STA 1701V REHAB/L/TA TION SHEET 2 LIFT STATION BYPASS PLAN SHEET 3 LIFT STATION PLAN AND SECTION HOSK/NG A torENUE .A TAKE=RS ROAD SHEET 4 LIFT STATION DETAILS CITY STANDARDS City of Bakersfield Subdivision & Engineering Design Manual, latest edition STATE STANDARDS • State of California's Department of Transportation (Caltrans) Standard Plans, 2010 edition • State of California's Department of Transportation (Caltrans) Standard Specifications, 2010 edition • State of california's Manual on Uniform Traffic Control Devices (CA MU TCO) CONVENTIONAL SYMBOLS - - - - - - - --- EASEMENT ES77MA7ED QUAN77TY EXIST CURB & GUTTER -- RIGHT OF -WAY -------------- EXIST A.C. FLOWUNE - - CENTERLINE SEWER BYPASS SYSTEM EXIST EDGE OF PAVEMENT LS RAILROAD TRACKS 1 GUARD RAIL x x CHAIN LINK FENCE EA IMPROVEMENTS 1125 UTILITY SYMBOLS 1125 W EXIST WATER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LS LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F.H. [O MANHOLE ,a FIRE HYDRANT AV POWER POLE P. o .M. WATER METER W.V. ® EXISTING MONUMENT N WATER VALVE ❑� FUTURE MONUMENT IN G.M.GAS METER 3:£ L STREET LIGHT N V GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK •C.O. CLEAN OUT MI AUTO SCOPE O PRE-EMPTION DEVICE (E -8K2-10) LOCATION MAP NOT TO SCALE PAY QUANTITIES ITEM ES77MA7ED QUAN77TY UNIT OF MEASURE MOHILIZA77ON / DEMOLITION / CLEANUP 1 LS TRAFFIC CONTROL 1 LS SEWER BYPASS SYSTEM 1 LS WET WELL HATCH RE7ROF/T (SAFETY GRATING) 1 LS REMOVE AND REPLACE 10—INCH PUMP DISCHARGE PIPE 3 EA WET WELL CONCRETE REPAIR 1125 MING AVE ELASTOMERIC POLYURETHANE COATING 1125 SF WHITE LN 1 LS PRESSURE CLEANOUT ASSEMBLY 1 LS REPLACE LEVEL TRANSDUCER 1 LS BLOWER REPLACEMENT 1 LS C) 0 o � N PANAMA LN N Site HOSKING AVE o BRISBANE AVE 99 PANAMA RD LOCATION MAP NOT TO SCALE PAY QUANTITIES ITEM ES77MA7ED QUAN77TY UNIT OF MEASURE MOHILIZA77ON / DEMOLITION / CLEANUP 1 LS TRAFFIC CONTROL 1 LS SEWER BYPASS SYSTEM 1 LS WET WELL HATCH RE7ROF/T (SAFETY GRATING) 1 LS REMOVE AND REPLACE 10—INCH PUMP DISCHARGE PIPE 3 EA WET WELL CONCRETE REPAIR 1125 SF ELASTOMERIC POLYURETHANE COATING 1125 SF VALVE BOX MODIFICATIONS 1 LS PRESSURE CLEANOUT ASSEMBLY 1 LS REPLACE LEVEL TRANSDUCER 1 LS BLOWER REPLACEMENT 1 LS Job No.: 90558450 File Path: SACity of Bakersfield\60558450 - Lift Station Hoskings and Akers\900 WorkingDocs-CAM02-SHEETS File Name: 60558450 G-01.dwg 0 6.2-712 STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CIA SS A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. APPROVED ay - 's_ �& 51ZS1�� NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-15 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ��C /�%lam S/25�Zo16 CIVIL ENGINEER IV — DESIGN ENGINEERING DATE tVT itPPULABl'F_ VO. I TRAFFIC ENGINEERING --- DATE SEWER LIFT STATION REHABILITATION NO OF HOSKING AVENUE ATAKERS ROAD 4 SHEETS Z Q Z Q) 0 Z C) J s 4 Q a N Paper u s,.r. mi ',... i R EXISTING BLOCK WALL GENERAL: 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS FOR THE BYPASS SYSTEM. CONTRACTOR SHALL PREPARE A DETAILED BYPASS PLAN FOR REVIEW AND APPROVAL BY THE CITY. 2. SUBMIT TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CITY. SEWER BYPASS CONFIGURATION: 3. FACILITATE CONSTRUCTION WITHIN THE EXISTING STRUCTURE. THE DURATION OF OPERATION SHALL BE SUFFICIENT TO ALLOW FOR ALL WORK WITHIN THE STRUCTURE INCLUDING CURING TIME OF ALL CONCRETE REPAIRS AND COATING APPLICATIONS. BYPASS PUMPING SYSTEM: 4. DISCHARGE PIPELINE SHALL BE AT LEAST THE DIAMETER SHOWN IN THE DRAWING AND SHALL ALLOW FOR THE MOVEMENT OF TRAFFIC ACROSS THE PIPES. 5. MAINTAIN TRAFFIC FLOW IN EACH DIRECTION ON HOOKING AVENUE AND AKERS ROAD DURING CONSTRUCTION. 6. PROVIDE TEMPORARY &FOOT HIGH CHAIN LINK FENCE SURROUNDING PUMPS AND OPEN MANHOLES. GATES SHALL REMAIN LOCKED. 7. BYPASS SYSTEM SHALL CONSIST OF AT LEAST TWO (2) TEMPORARY PUMPS FOR EACH SYSTEM. 8. TEMPORARY PUMPS SHALL PASS AT LEAST 34NCH DIAMETER SOLIDS AND RAGS. 9. EXISTING FACILITIES REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN-KIND AT NO ADDITIONAL COST, 10 INSTALL BYPASS DISCHARGE IN SHALLOW TRENCH PER CITY STANDARD DETAIL ST -12 AND INSTALL TEMPORARY PAVEMENT PATCH PER CITY STANDARD DETAIL STA 1. 11 -BYPASS DISCHARGE PIPING SHALL BE REMOVED AFTER COMPLETION OF BYPASS OPERATIONS AND PAVEMENT PATCHED PER CITY STANDARD DETAIL ST -11. 12. RESTORE ALL DAMAGED PAVEMENT, TRAFFIC SIGNAL LOOPS, AND PAVEMENT STRIPING AFTER COMPLETION OF BYPASS OPERATIONS, 13. GENERAL NOTES ON SHEET C-02 ALSO APPLY TO THIS SHEET. 14. CONSULT WITH THE CITY FOR THE POSSIBILITY TO REPROGRAM TRAFFIC SIGNAL LIGHTS DURING CONSTRUCTION. PEAK FLOW: 30 -INCH SEWER .... ...4,800 GPM 12 -INCH SEWER...................500 GPM acorv� CONSULTANT AECOM 5001 E. Commercenter Drive, Suite 100 Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax W W W.aeoom.com REGISTRATION PROJECT SEWER LIFT STATION REHABILITATION HOSKING AVENUE AT AKERS ROAD (E8K210) CLIENT CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS 1600 Truxtun Avenue Bakersfield Ca. 93301 661.326.3724 tel W W W.bakersfieldcity.us z; - Know whars below. Call before you dig. ISSUE/REVISION KEY PLAN PROJECT NUMBER 60558450 SHEET TITLE LIFT STATION BYPASS PLAN SHEET NUMBER C-01 6.2-712 0 d 2 a _i m U U c m 0 a D U EXISTING MANHOLE INV=347.02 CTV G II I I EXISTING MANHOLE w 20' w \\\\ 0�_ �\ HOSKING AVENUE EXISTING MANHOLE EXI$ ING 30"� �\ INV=331.03 PVC EWER \\ ___ _ __ w / G I I I EXISTING EXISTING 30" III MANHOLE PVC SEWER I I INV=330.03 I I I I w I I EXISTING 30" 1 PVC SEWER I � I I EXISTING III UTILITY BOXES �\ EXISTING I I \ TRAFFIC SIGNAL \ \ ^ 8"PRESSURE CL N-0 EXISTING SIDEWALK Ui \ � I AND PUMP CONNECTION 1 I F+y ® CURB AND GUTTER -1 C-03 \ CTV - CT� EXISTING 6k10' VALVE BOX EXISTING TRAFFIC SIGNAL I I EXISTING 12" c0 w PVC SEWER EXISTING MANHOLE INV=330.93 CTV EXISTING PANELS - Il Lu 10. AFTER INSTALLATION OF ALL LIFT STATION EQUIPMENT, LIFT STATION SHALL BE SUBJECTED TO AN 1. � I OWNER WITNESSED START UP TEST TO VERIFY THAT EQUIPMENT IS INSTALLED AND WORKING PROPERLY. START OF ANY CONSTRUCTION. 11. E o f O V- 12. CAST IN PLACE CONCRETE SHALL BE TYPE IIN PORTLAND CEMENT AND SHALL DEVELOP A MINIMUM U III 0� W COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS. U CONDITION THAT DIFFERS FROM THE DIMENSIONS OR CONDITIONS AS INDICATED ON THESE DRAWINGS. 13. ALL STAGING ACTIVITIES INCLUDING CONTRACTOR PARKING SHALL BE COORDINATED WITH THE CITY OF II W BAKERSFIELD PRIOR TO PERFORMING ANY WORK AND SHALL BE INCLUDED IN THE TRAFFIC CONTROL 3. Q C7 PLAN TO BE PREPARED BY THE CONTRACTOR FOR SUBMITTAL TO THE CITY OF BAKERSFIELD FOR REVIEW ri�, II II AND APPROVAL. I 1 EXISTING SI EWAIgILJIK 14. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS ALONG SIDEWALKS AT ALL TIMES AS THERE IS AN EXISTING CURBAND UTTEF� SCHOOL AT THE NORTHEAST CORNER OF THE PROJECT INTERSECTION. Z UNDERGROUND SERVICE ALERT (U.S.A.1-800-227-2600) A MINIMUM OF FORTY EIGHT (48) HOURS PRIOR TO 0 W I 1 SITE PLAN SCALE: V=V -0" / - EXISTING \ / BLOCK WALL D - EXISTING LIFT STATION WET WELL BTM EL=322.50 LIFTSTATION \/ IMPROVEMENT PLAN r2"N A AND SECTION CTV CT\ - CTV C GENERAL NOTES: 10. AFTER INSTALLATION OF ALL LIFT STATION EQUIPMENT, LIFT STATION SHALL BE SUBJECTED TO AN 1. PROVIDE THE CITY OF BAKERSFIELD INSPECTION DEPARTMENT WITH A 24 HR NOTICE PRIOR TO THE OWNER WITNESSED START UP TEST TO VERIFY THAT EQUIPMENT IS INSTALLED AND WORKING PROPERLY. START OF ANY CONSTRUCTION. 11. ALL NEW HARDWARE WITHIN THE LIFT STATION WET WELL SHALL BE STAINLESS STEEL. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, AND GENERAL EQUIPMENT ARRANGEMENTS 12. CAST IN PLACE CONCRETE SHALL BE TYPE IIN PORTLAND CEMENT AND SHALL DEVELOP A MINIMUM PRIOR TO ORDERING AND INSTALLATION OF ANY NEW MATERIALS AND EQUIPMENT. CONTRACTOR SHALL COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS. IMMEDIATELY NOTIFY THE CIN OF BAKERSFIELD OF ANY AND ALL VARIATIONS IN DIMENSION OR CONDITION THAT DIFFERS FROM THE DIMENSIONS OR CONDITIONS AS INDICATED ON THESE DRAWINGS. 13. ALL STAGING ACTIVITIES INCLUDING CONTRACTOR PARKING SHALL BE COORDINATED WITH THE CITY OF BAKERSFIELD PRIOR TO PERFORMING ANY WORK AND SHALL BE INCLUDED IN THE TRAFFIC CONTROL 3. EXISTING UTILITIES AND UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THESE DRAWINGS PLAN TO BE PREPARED BY THE CONTRACTOR FOR SUBMITTAL TO THE CITY OF BAKERSFIELD FOR REVIEW ri�, ACCORDING TO AVAILABLE RECORDS. NOT ALL SUBSURFACE UTILITIES HAVE BEEN SHOWN. THE AND APPROVAL. ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ANY AND ALL UTILITIES AND 14. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS ALONG SIDEWALKS AT ALL TIMES AS THERE IS AN EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL CONTACT SCHOOL AT THE NORTHEAST CORNER OF THE PROJECT INTERSECTION. UNDERGROUND SERVICE ALERT (U.S.A.1-800-227-2600) A MINIMUM OF FORTY EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 4. ANY AND ALL EXISTING UTILITIES AND/OR UNDERGROUND FACILITIES THAT ARE REMOVED, DAMAGED, DISTURBED, OR UNDERCUT SHALL BE REPAIRED, RESTORED, OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE CITY OF BAKERSFIELD AND IN ACCORDANCE WITH THE AFFECTED BLOWER CONSTRUCTION NOTES: FACILITIES' OWNER OR GOVERNING AUTHORITY. 1. REMOVE EXISTING BLOWER INSIDE OF VALVE VAULT AND REPLACE WITH A NEW CENTRIFUGAL FRP FAN 5. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE BLOWER (500CFM g V S.P.) VERANTIS MODEL CLMP 8 OR APPROVED EQUAL. BLOWER SHALL.BE OFSPARK RESISTANT DESIGN AND CONFIGURED TO MATCH EXISTING BLOWER ARRANGEMENT. BLOWER RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY NOTIFY THE CITY OF BAKERSFIELD PRIOR TO MANUFACTURER TO COMFIRM BLOWER SIZE FOR EXISTING CONDITIONS AND 12 AIR VOLUME CHANGES CONTINUING WITH ANY AND ALL CONSTRUCTION. PER HOUR. 6. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR 2. PROVIDE DUCT FITTINGS AS NECESSARY TO CONNECT THE NEW BLOWER TO THE EXISTING VENT PIPING. CONSTRUCTION. IN THE EVENT THAT EXISTING IMPROVEMENTS ARE DAMAGED DURING CONSTRUCTION, THESE SHALL BE REPAIRED IN KIND TO A CONDITION OF SIMILAR OF BETTER THAN EXISTING. 3. CONTRACTOR TO VERIFY THAT THE NEW BLOWER WILL FIT WITHIN THE VALVEVAULTSPACE PRIOR TO ORDERING THE BLOWER. BLOWER TO BE CONFIGURED TO MATCH EXISTING CONDITION. T EXISTING IRRIGATION SYSTEM AND LANDSCAPING (NOT SHOWN ON PLAN) SHALL BE PROTECTED IN PLACE TO THE EXTENT POSSIBLE. ANY DAMAGED IRRIGATION SYSTEM COMPONENTS AND OR LANDSCAPING 4. CONTRACTOR TO VERIFY EXISTING ELECTRICAL WIRE AND BREAKER SIZE IS SUITABLE FOR THE NEW BLOWER SHALL BE REPLACED IN KIND AT THE END OF THE PROJECT AT NO ADDITIONAL COST TO THE CITY. 8. CONTRACTOR TO REMOVE AND RE INSTALL ALL EXISTING LIFT STATION EQUIPMENT INCLUDING BUT NOT 5. BLOWER TO BE CONTROLLED BY THE EXISTING SWITCH LABELED "BLOWER" IN THE LIFT STATION CONTROL CABINET BEHIND THE LIFT STATION WET WELL. LIMITED TO THE LIFT STATION PUMPS, GUIDE RAILS, DISCHARGE PIPING, LEVEL MONITORING EQUIPMENT, AND ELECTRICAL CONDUIT AND WIRING TO ACCOMMODATE THE WORK INSIDE THE LIFT STATION WET 6. BLOWER INSTALLATION INCLUDING ALL CONDUIT AND JUNCTION BOXES WITHIN THE VALVE VAULT FOR WELL. TAKE RECORD OF LEVEL MONITORING EQUIPMENT LOCATIONS SO AS TO INSTALL THIS EQUIPMENT THE INSTALLATION OF THE BLOWER NEED TO BE SEALED EXPLOSION PROOF (CLASS 1 DIV, 2). AT THE SAME LEVEL AS EXISTING. 7. REFER TO SPECIFICATIONS PART C. SECTION 7-1.18 FOR REQUIREMENTS OF THE BLOWER REPLACEMENT 9. AFTER COMPLETION OF THE WET WELL REHABILITATION WORK AND INSTALLATION OF LIFT STATION BID ALTERNATE. ' EQUIPMENT, ALL ELECTRICAL CONDUITS AND JUNCTION BOXES SHALL BE SEALED WATER AND GAS TIGHT. \ \ 60 EXISTING 6'x10' VALVE VAULT \ \ \EXISTING WETWELL /OVE EXISTING N INSTALL its \\ 10' INSIDE DIA. NEW 42"x 66" ACCESS HATCH T \\ 1 \ 30" PVC O INV=330.00 dttG REMOVE EXISTING CONCRETE \ d'm e w 10 I Pe I r 0 COLLAR AND REPLACE. SEE VALVE �` \ 'I40 d' rP ; 51'r BOX CONSTRUCTION NOTES U \ 'p c, - P - -INSTALL NEW SAFETY GRATING IN EXISTING Tx 8' ACCESS HATCH -N�j - I 4- -KN 11 I L_j_ J I / / NI, W ° G / BID ALTERNATE - OC DA la. (BLOWER CONSTRUCTION NOTE 7) 37c4' CONCRETE PAD WITH NEW // j/ BLOWER AND ENCLOSURE. / 2 I LIFT STATION IMPROVEMENT PLANSTATION IMPROVEMENT PLAN SCALE: 1/4" = T-0" INSTALL RETRO -GRATE, SERIES "X" (3 -PIECE SYSTEM) AS MANUFACTURED BY HALLIDAY PRODUCTS OR EQUAL ----------- SEE VALVE BOX DEMOLITION AND _\ EXISTING CURB, GUTTER CONSTRUCTION NOTES TOP EL = 354.33' AND ACCESS RAMP - ---- - y^ EXP JT MAT'L _\ F- I '9u 8" PVC BLOWER _ EXHAUST TO MANHOLE EXISTING BLOWER, SEE BLOWER h" CONSTRUCTION NOTES A-e'PVC FORCE MAIN TO MANHOLEF-_ Ir 347 VALVE BOX DEMOLITION NOTES: 1. REMOVE EXISTING CONCRETE SLAB AROUND EXISTING HATCH (6'-3" x T-6") 2. REMOVE EXISTING HATCH (3'-6'x5-6") 3. REMOVE EXISTING TOP SLAB OF VALVE BOX VALVE BOX CONSTRUCTION NOTES: 1. INSTALL NEW 42"x 66" DOUBLE LEAF, CHANNEL FRAME, ALUMINUM DIAMOND PATTERN, TORSION ASSISTED ACCESS COVER, HALLIDAY H2R OR EQUAL. 2. SET NEW HATCH IN A 4" MIN THICK CONCRETE COLLAR. COLLAR TO BE SET FLUSH WITH EXISTING ACCESS RAMP CURB AT BACK OF SIDEWALK WITH A 2% SLOPE TO CONCRETE WETWELL (7'4" WIDE CENTERED ON HATCH). PLACE #4 REBAR AT MIN 12 -INCHES O.C. AT CENTER OF SLAB, TYP 4 SIDES. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN EXISTING CONCRETE AND NEW CONCRETE. Y {� REPLACE EXISTING 10" CAST IRON PIPE AND FITTINGS A=COM CONSULTANT AECOM 5001 E. Commercenter Drive, SJite 100 Bakersfield Ca. 93309 661.283.2323 tel 661.395.0356 fax v .aecommrn REGISTRATION PROJECT SEWER LIFT STATION REHABILITATION HOSKING AVENUE AT AKERS ROAD (E8K210) CLIENT CITY OF BAKERSFIELb DEPARTMENT OF PUBLIC WORKS 1600 Truxtun Avenue Bakersfield Ca. 93301 661.326.3724 tel www.bakersfieldcity.us EXISTING MASONRY WALL EXISTING 3'x 8' ACCESS HATCH, 3 -LEAF - PUMP DISCHARGE (3 TOTAU: REMOVE EXISTING 10" CAST IRON PIPE. ELBOW AND 10" CAST IRON PIPE RISER FROM PUMP DISCHARGE, REPLACE WITH NEW 10" FUSION BONDED EPDXY LINED AND COATED DUCTILE IRON PIPE AND 40 n FITTINGS u p EXISTING 10' INSIDE DIA. WET WELL. 4 CLEAN, REPAIR AND COAT WALLS Know what's below. FLOOR AND SOFFIT OF EXISTING Cell before you dig. WETWELL PER SPECIFICATIONS REPLACE THE LEVEL TRANSDUCER ISSUE/REVISION PER THE SPECIFICATIONS e l 6!=1 ri�, REPLACE EXISTING 10" CAST IRON PIPE AND FITTINGS A=COM CONSULTANT AECOM 5001 E. Commercenter Drive, SJite 100 Bakersfield Ca. 93309 661.283.2323 tel 661.395.0356 fax v .aecommrn REGISTRATION PROJECT SEWER LIFT STATION REHABILITATION HOSKING AVENUE AT AKERS ROAD (E8K210) CLIENT CITY OF BAKERSFIELb DEPARTMENT OF PUBLIC WORKS 1600 Truxtun Avenue Bakersfield Ca. 93301 661.326.3724 tel www.bakersfieldcity.us EXISTING MASONRY WALL EXISTING 3'x 8' ACCESS HATCH, 3 -LEAF - PUMP DISCHARGE (3 TOTAU: REMOVE EXISTING 10" CAST IRON PIPE. ELBOW AND 10" CAST IRON PIPE RISER FROM PUMP DISCHARGE, REPLACE WITH NEW 10" FUSION BONDED EPDXY LINED AND COATED DUCTILE IRON PIPE AND 40 n FITTINGS u p EXISTING 10' INSIDE DIA. WET WELL. 4 CLEAN, REPAIR AND COAT WALLS Know what's below. FLOOR AND SOFFIT OF EXISTING Cell before you dig. WETWELL PER SPECIFICATIONS REPLACE THE LEVEL TRANSDUCER ISSUE/REVISION PER THE SPECIFICATIONS A LIFT STATION SECTION SCALE 1/4" = 1'-0" EXISTING 12" PVC �--SEWER SHOWN ROTATED FOR CLARITY I/RI DATE I DESCRIPTION KEY PLAN PROJECT NUMBER 60558450 SHEET TITLE LIFT STATION SITE PLAN AND SECTION SHEET NUMBER C-02 6.2-712 e , A LIFT STATION SECTION SCALE 1/4" = 1'-0" EXISTING 12" PVC �--SEWER SHOWN ROTATED FOR CLARITY I/RI DATE I DESCRIPTION KEY PLAN PROJECT NUMBER 60558450 SHEET TITLE LIFT STATION SITE PLAN AND SECTION SHEET NUMBER C-02 6.2-712 aL=com CONSULTANT AECOM 5001 E. Commeroenter Drive, Suite 100 Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax WWW.aeo0m.com REGISTRATION PROJECT SEWER LIFT S 7ATION REHABILITATION HOSKING AVENUE AT AKERS ROAD (E8K210) CLIENT CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS 1600 Truxtun Avenue Bakersfield Ca. 93301 661.326.3724 tef www.bakerefieldcity.us 0 0 Know what's below. Call before you c ig. ISSUE/REVISION KEY PLAN PROJECT NUMBER 60558450 SHEET TITLE LIFT STATION DETAIL: S1-IEET NUMBER C-03 6.2-712 --