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Home My WebLink About6.2-619LIST OF DRAWINGS SHEET 1 G-01 Tl TLE SHEET SHEET 2 C-01 AREA PLAN AND STAGING NOTES SHEET 3 C-02 TEMPORARY SEWER BYPASS PLAN SHEET 4 C— 03 DEMOLITION PLAN AND WORK SEQUENCE NO TES SHEET 5 C-04 LIFT STA TION PLAN AND SECTION SHEET 6 C-05 SUBMERSIBLE PUMP AND DISCHARGE PIPING DETAILS SHEET 7 C-06 ELASTOMERIC POLYURETHANE COATING SHEET 8 C-07 HANDRAIL DETAILS SHEET 9 C-08 PIPING DETAILS SHEET 10 C-09 CAISSON DETAILS SHEET 11 C-10 TRAFFIC SIGNAL POWER SUPPLY RELOCA TION PLAN SHEET 12 S-01 LIFT STA TION DECK PLAN SHEET 13 S-02 LIFT STATION LONGITUDINAL SECTION SHEET 14 S-03 LIFT STA TION CROSS SECTION SHEET 15 S-04 IN TERIOR WALL ELEVA TIONS SHEET 16 S-05 SHADE STRUCTURE SHEET 17 M-01 MECHANICAL PLANS SHEET 18 M-02 MECHANICAL SECTIONS SHEET 19 E-01 ELECTRICAL LEGEND AND ABBREWA TIONS SHEET 20 E-02 SINGLE LINE DIAGRAM SHEET 21 E-03 ELECTRICAL PLAN AND SECTION SHEET 22 E-04 CONTROL SCHEMATIC DIAGRAMS (1 OF 2) SHEET 23 E-05 CONTROL SCHEMATIC DIAGRAMS (2 OF 2) SHEET 24 E-06 SCHEDULES SHEET 25 E-07 EXISTING EQUIPMENT DEMOLITION SHEET 26 E-08 PUMP 7ERMINA TION PANEL & GROUNDING DETAILS SHEET 27 N-01 INSTRUMENTATION LEGEND AND SYMBOLS SHEET 28 N-02 COMMUNICATIONS BLOCK DIAGRAM SHEET 29 N-03 LIFT STA TION P&lD SHEET 30 N-04 MISCELLANEOUS EQUIPMENT P&lD SHEET 31 N-05 INSTRUMENTA TION DETAILS SHEET 32 D-01 STANDARD DETAILS SHEET 33 D-02 STANDARD DETAILS CITY STANDARDS • City of Bakersfield's Subdivision & Engineering Design Manual, latest ' edition -STATE STANDARD S • State of California's Department of Transportation (Caltrans) Standard Plans, 2006 edition • State of Californias Department of Transportation (Caltrans) Standard Specifications, 2006 edition • State of Californias Manual on Uniform Traffic Control Devices (CA MU TCD) • California Building Code, 2010 edition (CBC) CONVENTIONAL SYMBOLS -- — EASEMENT — — — — — RIGHT—OF—WA Y — CENTERLINE x CHAIN LINK FENCE CITY OF BAKERSF.IELD. DEPARTMENT OF PUBLIC WORKS SE WER L IF T S TA TION REHA BIL I TA TION GOSFORD RD. and DIS- TRICT BLVD. EXIST. CURB & GUTTER -------------------- EXIST. A.C. FLOKINE _11r_____1/ _____r1e_ EXIST. EDGE OF PAVEMENT IMPROVEMENTS UTILITY SYMBOLS — — w — — EXIST WATERT LINE G EXIST GAS L)NE c1v EXIST BRIGHT HOUSE COAX CABLE ---------- EXIST TRAFFIC SIGNAL SYSTEM Q SANITARY SEWER MANHOLE Q TELEPHONE BOX COO POWER POLE/ TRANSMISSION TOWS Q EXISTING MONUMENT 1__+ STREET LIGHT W/MA ELECTRICAL BOX ARM EXIST SEWER LINE o EXIST OIL LINE T EXIST AT&T CONDUIT — FO — EXIST BRIGHT HOUSE FIBER OPTIC -OH EXIST OVERHEAD ELECTRIC E EXIST UNDERGROUND ELECTRIC I UTILI TY VA UL T /PULL BOX W.V. M WATER VALVE BENCHMARK 4 TRAFFIC SIGNAL SIGN POST PROJECT NO.: E8KI09 ry w 0 0 0 0 Q U SARGENT w L Z U DISTRICT BLVD CLI 0 a PROJECT LOCATION LOCATION MAP NO T TO SCALE � FINAL PAY QUANTITIES � I TEM ELASTOMERIC PDL YURETHANE COATING ESTIMATED UNIT OF QUANTITY MEASURE 5, 956 SF STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES. NOTE.• THE CONTRACTOR SHALL CONTACT THE USA L OCA TOR SERVICE 811, 48 HOURS PRIOR TO e START OF CONSTRUCTION. � BENCHMARK DESCRIPTION —TOP OF LIFT STATION DECK LOCATION —SOUTHEAST CORNER OF WET WELL ELEV— 360.00 0 CONFORMED: Job No.: 60282923 File Path: S:\CIty of Bakersfield\60282923 — District Lift Station Rehabilitation\000 CAD\Planset File Name: S2520—G01.dwg RECORDS NO.: ARRIZOVED BY. RAM M. ROJAS, R.C.E. 39550, EXF PUBUC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ANT PUBUC CIVIL ENGINEER IV —,DESIGN r� SEWER LIFT STA TION REHABILI TA TION COSFORD RD. and DISTRICT BL VD. W Z U w 7 0 OC Z 12-31-13 DATE m Z � W DATE Z G DATEUL Q I` 44r0DATE T WS � O U p, Eo zE �I �o J O 3 a o, n 0 0 I o 0 LN N N N n N � N v (D ao aV) v� o— �oo 0o �o zo �zo C O oCD CD CD N N J LU C7 U � 0 I � DI CI :1 MA I CITY OF -� �j%J1J1rrr%: :, a 0 30' 60' STAGING NOTES: 1. ALL STAGING ACTIVITIES, INCLUDING CONTRACTOR PARKING AND MATERIALS STORAGE, SHALL BE LIMITED TO THE LIFT STATION SITE, STAGING AREA, AND LOADING AREA. 2. STAGING AREA CAN BE CLOSED TO PUBLIC ACCESS AND SECURED THROUGHOUT CONSTRUCTION. 3. LOADING AREA CAN BE CLOSED TO PUBLIC ACCESS ONLY DURING WORK HOURS. 4. DRIVEWAY AT NORTH END OF LOADING AREA CAN BE CLOSED TO PUBLIC ACCESS DURING WORK HOURS ONLY. 5. PUBLIC ACCESS TO LOADING AREA AND DRIVEWAY SHALL BE RESTORED AT THE END OF EACH WORK DAY. 6. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS ALONG SIDEWALKS AT ALL TIMES. TRASH BIN NOTES: 1. CONTRACTOR SHALL PROVIDE ACCESS TO "WENDY'S" TRASH BIN FOR WENDY'S STAFF AND PICKUP, THROUGHOUT CONSTRUCTION. 2. CONTRACTOR SHALL NOT DEPOSIT ANY REFUSE OR CONSTRUCTION WASTE IN THE WENDY'S TRASH BIN. CONTRACTOR SHALL PROVIDE THEIR OWN TRASH BINS AND PICKUP. RESTORATION NOTES: 1. PROTECT ALL TREES 2—INCHES DIAMETER AND GREATER IN PLACE. 2. BLOCK WALL, PARKING LOT, AND LANDSCAPED AREAS WITHIN STAGING AND LOADING AREAS SHALL BE RESTORED TO PRE—EXISTING CONDITION AFTER DEMOBILIZATION. 3. LANDSCAPING REMOVED, DESTROYED, OR THAT HAS DIED DURING CONSTRUCTION SHALL BE REPLACED IN—KIND. m "d ICI 4. CONTRACTOR SHALL PROVIDE ACCESS TO LIFT STATION WITHIN 30 MINUTES OF OWNER'S REQUEST. B COATING NOTE: 0) CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL COATINGS p WITH MANUFACTURERS PRIOR TO APPLICATION. Uj 0 Z LEGEND UjU STAGING AREA LOADING AREA TEMORARY SEWER BYPASS Z AREA, SEE SHEET C-02 O J CONFORMED SET Q w z O [CITY RECORDS NO.: DRAWING SEWER LIFT STATION REHABILITATIONUL C-01 UL SHEET 2 AREA PLAN AND STAGING NOTESof 33 SHEETS S-2520 rW v, 7 8 VERIFY SCALES IS ONE INCH ON ORIGINAL DRAWING I i IF NOT ONE INCH ON THIS SHEET, ADJUST ACCORDINGLY DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST QR O oFEssiBAR w No. 73077 m ac F OF CA1-� AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 93309 661.395.0359 www.aecom.com DRAWN BY DTG REG NUMBER EXP DATE44SCOM 73077 12/31/14`� IREV CHECKED BY JTN PROJECT NUMBER 60282923Ta661325.7253fornF DATE SEPT. 2013 CADD STANDARDSSCALES AECOM DATE DESCRIPTION APPR 1 2 3 4 5 CITY OF -� �j%J1J1rrr%: :, a 0 30' 60' STAGING NOTES: 1. ALL STAGING ACTIVITIES, INCLUDING CONTRACTOR PARKING AND MATERIALS STORAGE, SHALL BE LIMITED TO THE LIFT STATION SITE, STAGING AREA, AND LOADING AREA. 2. STAGING AREA CAN BE CLOSED TO PUBLIC ACCESS AND SECURED THROUGHOUT CONSTRUCTION. 3. LOADING AREA CAN BE CLOSED TO PUBLIC ACCESS ONLY DURING WORK HOURS. 4. DRIVEWAY AT NORTH END OF LOADING AREA CAN BE CLOSED TO PUBLIC ACCESS DURING WORK HOURS ONLY. 5. PUBLIC ACCESS TO LOADING AREA AND DRIVEWAY SHALL BE RESTORED AT THE END OF EACH WORK DAY. 6. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS ALONG SIDEWALKS AT ALL TIMES. TRASH BIN NOTES: 1. CONTRACTOR SHALL PROVIDE ACCESS TO "WENDY'S" TRASH BIN FOR WENDY'S STAFF AND PICKUP, THROUGHOUT CONSTRUCTION. 2. CONTRACTOR SHALL NOT DEPOSIT ANY REFUSE OR CONSTRUCTION WASTE IN THE WENDY'S TRASH BIN. CONTRACTOR SHALL PROVIDE THEIR OWN TRASH BINS AND PICKUP. RESTORATION NOTES: 1. PROTECT ALL TREES 2—INCHES DIAMETER AND GREATER IN PLACE. 2. BLOCK WALL, PARKING LOT, AND LANDSCAPED AREAS WITHIN STAGING AND LOADING AREAS SHALL BE RESTORED TO PRE—EXISTING CONDITION AFTER DEMOBILIZATION. 3. LANDSCAPING REMOVED, DESTROYED, OR THAT HAS DIED DURING CONSTRUCTION SHALL BE REPLACED IN—KIND. m "d ICI 4. CONTRACTOR SHALL PROVIDE ACCESS TO LIFT STATION WITHIN 30 MINUTES OF OWNER'S REQUEST. B COATING NOTE: 0) CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL COATINGS p WITH MANUFACTURERS PRIOR TO APPLICATION. Uj 0 Z LEGEND UjU STAGING AREA LOADING AREA TEMORARY SEWER BYPASS Z AREA, SEE SHEET C-02 O J CONFORMED SET Q w z O [CITY RECORDS NO.: DRAWING SEWER LIFT STATION REHABILITATIONUL C-01 UL SHEET 2 AREA PLAN AND STAGING NOTESof 33 SHEETS S-2520 rW v, 7 8 d' C) � C) o� C) 00 0 N N w6i J W C'7 U � 0 1 2 3 4 5 6 7 8 EXISTING MANHOLE ' d CONNECT BYPASS 4� - PIPE* TO EXISTING 0 r MANHOLE 0 10' 20' REPLACE MEDIAN CURB EXIST. CONCRETE PER CITY STD ST -2 MEDIAN D �, d-- - -- w_ .�' a.�4, .........."..�....A..............�...... .,'�^'v".'".,'."`."'.'"""u^u^ � � , j �� GOSFORD ROAD Know whafs below. UNDERGROUND ��- BYPASS PIPING. Call before you dig. INSTALL PER CITY STD ST -13 4 B ( t �� TRAFFIC INDEX = 8.5 8t `" " s� � T� �� EXIST. 42 SEWER �- TRENCH PATCH PER CITY STD ST- 12 EXIST. TRAFFIC ° r� f> �' i LOOP (TYP.) ar EXIST. TELEPHONE CONDUITS _ _ I m .. _. _,,, I., —._.""»""_.""."."". T T T Z Al T l _ _ _ ____ », .»_ _. _ _ \NX ti ,`�' e tPf h" EXIST. 24" DIA. �/ �� EXIST. 12" DIA. /f EXIST. TRAFFIC FORCE MAIN BLOWER PIPE LOOP (TYP.) s I C. r EXIST. 10" GAS LINE ___-__�_ _ j _ _-- _ G G G G - - G �N ( �� REPLACE CURB AND �► a �v �' I EXIST. 10 OIL LINE GUTTER PER CITY - _ , _ _ -a , 0 , - _�-� 0 � _. r, ___.____ �.�._.____._._.._. �,-_w._....__. _...____ . �; _� � _ 0 �_ _ � � _ _ _.._...._.....,._._ _ . _ __ __ :�_ _,_ i STD ST --1 EXIST{. TRAFFIC LIGHT 1 SEE OIL CROSSING NOTE �' �X EXIST. AT&T RISER CAISSON SEE DETAIL ___.. , EXIST. TREE (TYP.) �� c-� _. _..._..__...._, _...._ - -_ _ _ ----- - �-Ei-ETRI w N-30 CONC PULL AL ` . EXIST. PER CITY STD ST -1 �,� EXIST. ELECTRICAL VAULT/ BOX. INTERCEPT EXIST. . REPLACE SIDEWALK��E 4"V:1 EXIST. SIGN (TYP.) EXIST. SIDEWALKS ___ �____ _ POWER CONDUIT,. All -__ ___ _ "" ._.,mX _._ _ _.' _____._ _.. __ _..__ __.__._.._._.w_.__. _. __ __._.____ ____ EXIST. FIBER OPTIC _. n ( ;( O � E` � � � L k....'.""�.._, .....�.«.....»,..,,...�n�.a�=.� ,._ ...� �, � s,.,.�,....._..«e....,...",.. E 5:,. EXIST. WATER qy taglr............. ..«...,... ,..,.M.;f.�",.. ,i..... 4sA;, ..,.=..m .�„�_..."w SJ.,..,.,.... ....,. ...,,........._. ''—.-,d„,-.-«. .........,,.....,.. �_. t1........ ...,,,,,,.,,,,, 3i8' 1...,,,,._ i,... .........._„...„ _ .. t k Zy EXIST. SERVICE PEDESTAL - , 614”" 4 \\ %i p � ABOVE GROUND ��X1 71 EXIST. TRAFFIC SIGNAL CONTROL BOX ..� BYPASS PIPING -�% /Pg g ®q $yE. �a` � ggy` im �n til/ �:. EXIST. TRAFFIC ;4 I LIGHT ` =t B � 3 EXIST. SHRUB (TYP.) A x WORK SITE AREA FENCE (TYP.)� I EXIST. STREET a.t44 �� , I LIGHT V i B O O UTILITY NOTE: x ` �� I 1. UTILITY LOCATIONS ARE SHOWN PER RECORD INFORMATION. CONTRACTOR �;\�� s - = TRAFFI PULL I SHALL POTHOLE TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. BOX ( P.) op W ��' r� 2. PROTECT ALL EXISTING UTILITIES IN PLACE, UNLESS OTHERWISE NOTED. Q EXIST. TRAFFIC SIGNAL POWER �'� � � SUPPLY TO BE RELOCATED BYPASS PUMPING SYSTEM: �' BYPASS PUMP (TYP.),�, I 1. CONTRACTOR SHALL MAINTAIN EXISTING SEWAGE FLOW THROUGHOUT` �� SEE SHEET C-10 x — CONSTRUCTION. � TRAFFIC SIGNAL POWER SUPPLY 2. PEAK FLOW IS 4,500 GPM (9/9/2012) x I31 �y� % vv ,\� SEE SHEET C-10 D 3. PROVIDE TEMPORARY 6 -FOOT HIGH CHAIN LINK FENCE FOR ALL BYPASS I I a { �` m < W Q FACILITIES WHICH INCLUDE ABOVEGROUND PIPE, CAISSON, AND TEMPORARY I �' ® `,�:, EXIST. 8' HIGH BLOCK WALL PUMPS. GATES SHALL REMAIN LOCKED. I ° » I ��'; '' E �f 4. BYPASS SYSTEM SHALL CONSIST OF AT LEAST TWO (2) TEMPORARY PUMPS. x I 5. BYPASS PIPELINE SHALL BE 10 -INCH DIAMETER OR GREATER.' Q 6. TEMPORARY PUMPS SHALL PASS AT LEAST 3 -INCH DIAMETER SOLIDS. -- ! I Q 7. EXIST. FACILITIES REMOVED DURING CONSTRUCTION SHALL BE REPLACED` EXIST. 1 WATER SERVICE A IN-KIND AT NO ADDITIONAL COST. x d� _ -- W -------_ -. _,',_-- -� EXIST. TRAFFIC �- CONFORMED SET J m OIL CROSSING NOTE: " `' SIGNAL POWER N* -30 CONC. PULL BOX INTERCEPT _ CONTACT ALAN DAVIS 935-2022 AT LEAST 48 HOURS PRIOR TO EXISTING POWER CONDUIT Q (559) SUPPLY f COMMENCEMENT OF CONSTRUCTION ACTIVITIES WITHIN 20 -FEET OF THE OIL ° �� I Z W PIPELINE TO ARRANGE FOR FIELD MARKINGS OF SHELL PIPELINE FACILITIES. x I THIS NOTIFICATION IS IN ADDITION TO THE NOTIFICATION THROUGH..."__ �� UNDERGROUND SERVICE ALERT. Z q�yR-- �^ ffi...1.3..'a.,...n.`.�...k�.'�.,,'a..d,�w`,.5.,,.., ,.." C.>.wyy, ,,,,.�1...'u,�:: �h,.S�..T, ., t { f CITY RECORDS NO.: � VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST QEtOFESS/ p � C cn BAK „�O� �"Go��RAT �(�� CITY OF SEWER LIFT STATION REHABILITATION DRAWING C-02 J ® ® ICOMFE,' 6 5 DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 SHEET 4 I w No. 73077 m a o AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 J BAKE RS F I E LD 3 W CHECKED BY PROJECT NUMBER * * Bakersfield, California 93309 IF NOT ONE INCH ON THIS SHEET, ADJUST JTN 60282923 '9T�.0 l T 661.325.7253 F 661.395.0359 �U�Aa,' ,,.+�� LIFQ� TEMPORARY SEWER BYPASS PLAN OF 33 SHEETS DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 SCALES ACCORDINGLY 1p�� °F cA�� www.aecom.com (n REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 o� a .a o 000 -Co wCD 0 L CD N N &i J Ld U M N N J 0, N U �w C,o m°' i 0 0 C4 U N i vi cri c� w C X 1 2 3 4 5 6 7 8 1 7 8 SALVAGE NOTES: 1. ALL MATERIALS TO BE SALVAGED SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR DEMOLITION. a ''' r 2. MATERIAL TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND II_��w TRANSPORTED TO THE CITY CORPORATION YARD AT 4101 TRUXTUN x cn 18 AVE, BAKERSFIELD, AS DIRECTED BY CITY STAFF. w 11 4 z SEE SHEET S-02 FOR N m 11 HANDRAIL MODIFICATION D U-1 D AT STAIRWAY 9D ELEV=360.00 � 0 5' 10' _. _. INTERIOR HANDRAIL ITO REMAIN, UNLESS15 0 C > OTHERWISE NOTED 14 . Fj III 14 o w w w - w w 17 � I 12 5 . w Li m __P-----� 18 z ►y- �, a O WALL PIPE AND FLANGE 12 4 (TO REMAIN) `z 12 114_. _ w...� p ELEV=343.50 _ w....._._..._.. 14 _ 14 U Y $ C .,` / 2* . C 12 / 7 x m m 21 21 w 2 SEE DEMOLITION NOTE 5 LIGHT POLE / (TO REMAIN) / elf Uj o a I I / 0 / ELEV=328.00 w •F..,� ELEV=324.00 o 4 2 0. 16 SECTION A SCALE: 1" = 5' BOLLARD 4� 15 DEMOLITION NOTES: DEMOLITION LIST: B (TO REMAIN) Q,� \ \\ 1. ALL MATERIAL TO BE REMOVED, EXCEPT WET WELL COATINGS, SHALL O SUBMERSIBLE SEWAGE PUMP (4 TOTAL). RANGES IN SIZE BETWEEN 20 HP TO 40 HP. B (2 TOTAL) ��0 BE INCLUDED IN THE LUMP SUM PRICE FOR DEMOLITION. O 12 -INCH DUCTILE IRON DISCHARGE PIPE AND FITTINGS `o. 2. CONTRACTOR SHALL DETERMINE THE QUANTITY, TYPE, AND CONDITION Q 12 -INCH SWING CHECK VALVE EXIST. TRAFFIC SIGNAL POWER ---�� OF ALL MATERIAL TO BE REMOVED PRIOR TO BID BASED ON BOTH 0) \�\ SYSTEM (TO REMAIN) 1 AS -BUILT PLANS (PROVIDED AS AN APPENDIX TO THE SPECIFICATIONS) ® 12 -INCH GATE VALVE AND MANDATORY PRE-BID FIELD VISIT. O GUIDE RAILS (4 SETS TOTAL) C) 10'x10'} 3. MATERIAL ON DEMOLITION LIST SHALL BE COMPLETELY REMOVED, ©BAR SCREEN (2 TOTAL) W CONCRETE PAD INCLUDING SUPPORT BRACKETS, BASE PLATES, ANCHOR BOLTS, (TO REMAIN) WIRING, CONDUITS, AND OTHER RELATED ITEMS NOT SPECIFICALLY Q7 JIB CRANE. REMOVE WIRING AND CONDUITS BETWEEN CRANE AND METER PEDESTAL. Q DESCRIBED. ®ALUMINUM CANOPY 4. CONTRACTOR SHALL PROPERLY DISPOSEM OF ALL REMOVED OVED MATERIAL. Og METER PEDESTAL. REMOVE WIRING BETWEEN TRANSFORMER AND WET WELL. � (� 5. WATER LINE, HOSE BIBBS, AND HOSE RACKS SHOWN ON NORTHEAST Uj WALL IN SECTION "A" ARE FOR ILLUSTRATION PURPOSES ONLY AND 10 STORAGE SHED TRANSFORMER 10 AND BOLLARDS ARE ACTUALLY LOCATED ON SOUTHWEST WALL OF LIFT STATION. 11 BLOWER (3 TOTAL). REMOVE WIRING AND CONDUITS TO MCC. 0 (TO REMAIN) 12 AIR DUCT (2 TOTAL) BLOCK WALL (TO REMAIN) ELECTRICAL NOTES: 13 1. CONTRACTOR SHALL COORDINATE WITH PG&E FOR POWER SHUTOFF BRACKETS AND EQUIPMENT FOR MISSING AIR DUCT O � PRIOR DEMOLITION OF METER PEDESTAL. 14 LIGHT (8 TOTAL). REMOVE WIRING AND CONDUITS TO MCC. 0 27 ZI.- -r"% 2. POWER TO TRAFFIC SIGNAL POWER SYSTEM SHALL REMAIN IN 15 4 FT X 12 FT CONCRETE PAD CONTINUOUS OPERATION THROUGHOUT CONSTRUCTION. 16 BOLLARD (4 TOTAL) Q A SALVAGE LIST: PLAN �1 SUBMERSIBLE SEWAGE PUMP (4 WORK SEQUENCE: 17 1" BACKFLOW PREVENTER 1. BYPASS SYSTEM SHALL BE TESTED AND FUNCTIONAL PRIOR TO START 1 g EXTERIOR HANDRAIL TOTAL) OF DEMOLITION. O CONFORMED SET j m Q SCALE: 1" = 5' - 2�4 MCC PANEL 2. BYPASS SYSTEM SHALL REMAIN FUNCTIONAL UNTIL AFTER LIFT STATION 19 ALUMINUM FLOOR PLATE, HINGES, AND BRACKETS � COMMISSIONING AND TESTING ARE COMPLETE. 2�0 1" PVC WATER PIPE W Z 21 EXISTING HANDRAIL REMNANT HOSE BIBB, RACK, AND SIGNS (3 TOTAL) O ©3 SPLICE BOX (4 TOTAL) . � ® MCC PANEL Q I� CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST Q�OFESS/ p Z AK 0�. COOR r CITY OF SEWER LIFT STATION REHABILITATION DRAWING _ C-03 LL IX ® 6 5 DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 A\ SHEET w No. 73077 m � AECOM Technical Services, Inc. t7 DEMO L I T I O N P LAN AN D W CHECKED BY PROJECT NUMBER 3 JTN 60282923 cc * * 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 BAKERSFIELD 4. IF NOT ONE INCH ON THIS SHEET, ADJUSTDATE s, �Q 9rFpF V t T 661.325.7253 F 661.395.0359 '°N Y ,,, �-4Ljr Q WORK SEQUENCE NOTES OF 33 SHEETS 11' CADD STANDARDS S-2520 SCALES ACCORDINGLY SEPT. 2013 AECOM FO�� CAS www.aecom.com Q) REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 Q 00 6 N 0 00 0 0 a CD CDC 0r oc L: C3 CC C C oC J L� L U � 0 1 2 3 4 5 6 7 8 NOTES: 1. PAINT PUMP NUMBERS, USING A STENCIL, ON CONCRETE DECK. LOCATE BETWEEN HATCH AND ALUMINUM ROOF, CENTER ON HATCH. NUMBER SHALL BE 12" HIGH. COAT PER SYSTEM NO. 36, FINISH COAT: BLACK. 1" BALL VALVE, 1" REDUCER PRESSURE PRINCIPAL BOTH SIDES BACKFLOW PREVENTER (TYPE 301)SAFTEY NET* CONCRETE DECK 2. PAINT PUMP NUMBERS, USING A STENCIL, ON ELASTOMERIC COATING. LOCATE AT ELEV 347 ON SOUTHEAST 90' ELBOW, TYP. WALL, CENTER ABOVE EXISTING STEEL WALL PIPE. NUMBER SHALL BE 12" HIGH. COAT PER SYSTEM NO. 41, FINISH COAT: BLACK. 3. PAINT PUMP NUMBERS, USING A STENCIL, ON DUCTILE IRON DISCHARGE PIPING. LOCATE AT ELEV 337 FACING I 1" SCH. 40 1" SCH. 40 THE PLATFORM. NUMBER SHALL BE 12" HIGH. COAT PER SYSTEM NO. 66, FINISH COAT COLOR TO CONTRAST w LEAD-FREE CO LEAD-FREE WITH DUCTILE IRON PIPE FINISH COLOR. I BRONZE PIPE BRONZE PIPE ANCHOR BOLT 4. PLACE AGGREGATE BASE OVER ALL INPAVED SURFACES WITHIN EXISTING BLOCK WALL. 316SST CLIP* 5. WATER LINE, HOSE BIBBS, AND HOSE RACKS SHOWN ON NORTHEAST WALL IN SECTION "A" ARE FOR �-- 316SST MOUNTING BRACKET* ILLUSTRATION PURPOSES ONLY AND SHALL BE MOUNTED ON THE SOUTHWEST WALL AS INDICATED ON PLAN 1". (LOCATE BRACKET PER MFR. (w BRASS MIP x PVC BRASS MIP x PVC RECOMMENDATIONS) 3r SLIP ADAPTER SLIP ADAPTER TRAFFIC SIGNAL BACKFLOW K2I 1" PVC PIPE 1" PVC PIPE * PROVIDED BY HATCH SAFTEY NET MANUFACTURER POWER SUPPLY \` o C L: PREVENTOR, (SEE SHEET C-10) LA SEE DETAIL = �� BACKFLOW PREVENTER DETAIL 2 HATCH SAFTEY NET MOUNTING DETAIL 3 » SCH. 40 PVC �— CONNECT TO EXISTING PIPE 1 NO SCALE - SCALE: 3/16' = 1'-Y' - EXIST. TRAFFIC SIGNAL POWER SUPPLY WATER (RELOCATE PER SHEET C-02) ` ALUMINUM ODOR CONTROL \` os FIXED 1'-0"SIGNAL COVER, SEE SHEET S-01 EXIST. TRAFFIC POWER BOLLARD, 3 SEE DETAIL NP. SUPPLY HATCH SAFETY NET C� a m ar aa a$a�a ga.;aaaaa� ALUMINUM ODOR CONTROL _ SEE _,• � COVER, SEE SHEET S-01 � i a MOUNTING DETAIL C 4 •i. Y& v. .g {. . .a a a .a a a q. .S r a "kk,y ''. \ R- tia. S' ^t e• • a 5 M' z v' 3 a c & a a :- Y $ M -v ' {, a0- NOTE '•&a€i_ $2a$a•aa+.5 �.a�x +avata4rr ab3d "^p•€w aa.:r+,• j}}ja a4w.aaa' rob$aaar• ..a•�gr#a"•. raaqz aaasvII§a&k..fga.^,-. Twaae• ayFaq3€, re-.waf a.a�aaay et$a, sadr4 h,iaz9.,gf,?• aaa.waa afrada a4ga®te-- a$s•s•gr aaa4 -•�afraaarMky. 1 . �\� "\EXISTING TT= t I i..�.w,SEE ''•sg§as a¢aav' ¢fr +cYa4m9a^ 'ga•qa3ff. 9.9g., • w -9$+Q^',' BOLLARD TO 4 V(M•, i4 REMAIN. PAINT PER DETAIL g-•a'a`Mb ia4gi$q?'^,• �N�aS•¢A` iab€,qi' •.aa.apad •�a'.¢4kp`• �........¢ ..; I 4swa• ,�t3aaia$y ' -«4a': $'O C-()8 $aaH�(, :i^raa.•yci' �a•�av . ' '�3•a§i€ aS' -�^aa�§eA TOTAL) '• �a$•,1^an4€r`.. ^=a.r,• �•�fr as3a s.q. A . f ... _."............1€�z ..- .(2 3�; H3aQ ¢ ' \ . a¢FIXED ap'...a..}BOLLARDS 5 aaaar�a.yawa�°atee..aaaa •*a�aaaa.aa �rwaaati.aa�aaSEE DETAIL 6 HOSE BIBB AND c—oa � (6 TOTAL) ` RACK, SEE DETAIL C-08 a&. �� 1" SCH. 40 MOUNT ON PUMP NUMBER SOUTHWEST WALL, BLOWERS, SEE �� g SHEET M-01a\�, Q �� PVC WATER 0 5' 10' SEE NOTE ( 5 ) El (SEE NOTE 2) `' I SEE NOTE 5) 9.Y ELASTOMERIC w � w \\ 0 POLYURETHANE COATING, SEE SHEET C-06., � I HOSE BIBB �\ _ ! AND SEE CLASS II AGGREGATE BASE RACK, DETAIL 0 4 THICK COMPACTED TO PUMP NUMBER AND 6 HOSE BIBB A COMPACTION , (SEE NOTE 3) `' = RACK SEE DETAIL Q 90% RELATIVE ' �� 1 SCH. 40 PVC (SEE NOTE 4) I . MOUNT ON WATER q EXIST. TRAFFIC SIGNAL POWER SYSTEM _ F]I I SOUTHWEST WALL, f SEE NOTE 5) s; I W O 0 (PROTECT IN PLACE) REMOVABLE HANDRAIL, SEE REMOVABLE HANDRAIL, Z SHEET C-07 -- �€ SEE SHEET C-07 r4...... REMOVABLE BOLLARDS, .. . r EXIST. 10' x 10' e_� __. _.... ,_ CONC. SEE DETAIL. PAD 3'-U' CLR. (5 TOTAL) ' PUMPS AND PIPING, MIN. TO CABINET ( © STORAGE 1'-8» CLR. 3' i SEE SHEET C-05 CL i SHED -------- _._. I EXIST. ELECTRICAL ' ,. e Q SHADE STRUCTURE, 0 TRANSFORMER AND " A SEE SHEET S-05 ( 1C3P o 00 0 LO MCC L___________� BOLLARDS - (PROTECT IN PLACE) ;, SET Q ___ _ ___�CONFORMED =�1J �� W FOR MCC, SEE SHEET E-03 SECTION A � Z PLAN SCALE: 1/47 1'-0" — � G 0 SCALE: 1" = 5' [CITY RECORDS NO.: Q) 6 5 DESIGNED BY PROJECT ENGINEER VERIFY SCALES DSC DANIEL S. CRONQUIST Q�°FE�S'o, BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING `� s DTG 73077 12/31/14 A - BA«� �O �oHI RgpE�``f COM � CITY OF SEWER LIFT STATION DRAWING REHABILITATION C-04 SHEET LL 4 i i w No. 73077 m AECOM Technical Services, Inc. 5 W CHECKED BY PROJECT NUMBER ac � 5001 East Commercenter Dr. Suite 100 BAKE RS F I E LD JTN 60282923 * * Bakersfield, California 93309 LIFT STATION PLAN AND SECTION OF 33 SHEETS 2 IF NOT ONE INCH ON THIS SHEET, ADJUST �9 C � � � �, ��Q' DATE CADD STANDARDS TF T 661.325.7253 F 661.395.0359 CrA�UZaev u.��Q, IIF�It 't t i 1 SCALES ACCORDINGLY OF CA��°� SEPT. 2013 AECOM www.aecom.com S-2520 v^, REV DATE DESCRIPTION APPR 377 4 5 6 7 2 - :l 3 a o C) n U I p oQ LN N Cn CT �a � N a �o o� U i o� o� a� 000 -Co ( p C:o 0 L 0 CDN 6i CDW U � 0 I � C, N N J � I N U �w a� m °o U N i V� c� w C� X BI IC im V PLAN AT ELEV. 325± SCALE: 1/2" = 1'-0" REV I DATE o� 0 1 V RGMHIIV PLAN AT ELEV. 349± SCALE: 1 /:' = 1'-0" PUMP SET POINTS WATER SURFACE ELEVATION (ft) DIVIDED MODE (LEVEL TRANSDUCER) COMBINED MODE (LEVEL TRANSDUCER) EMERGENCY FUNCTION (FLOATSWITCHES) 331.75 HIGH WATER LEVEL ALARM HIGH WATER LEVEL ALARM HIGH FLOAT: HIGH WATER ALARM, ALL PUMPS ON 331.00 16 PUMP 4 ON 17.4 MIN 330.00 PUMP 2 & 4 ON PUMP 4 OFF, PUMP 3 ON 25 329.00 15 PUMP 3 OFF, PUMP 2 ON SEE DETAIL 327.00 PUMP 2 & 4 OFF, PUMP 1 & 3 ON PUMP 1 ON 325.00 PUMP 1 & 3 OFF PUMP 1 & 2 OFF LOW FLOAT: ALL PUMPS OFF (WHEN OPERATING IN EMERGENCY CONDITION ONLY) EQUIPMENT SCHEDULE EQUIPMENT PUMP RATE (GPM) TDH (FT) SYNCHRONOUS SPEED (RPM) POWER (HP) VOLTS PHASE PUMPS 1, 2, 3, 4 1,820 16 1,800 MAX 17.4 MIN 480 3 1,400 1 25 DESCRIPTION 2 APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEEP, ADJUST SCALES ACCORDINGLY DSC DANIEL S. CRONQUIST DRAWN BY REG NUMBER EXP DATE DTG 73077 12/31/14 CHECKED BY PROJECT NUMBER JTN 60282923 DATE CADD STANDARDS SEPT. 2013 AECOM 3 SECTION SCALE: 3/8" = 1'-0" r ca) IO r1■®1CO 5 s� No. 73077 m AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 0 f V, �, ��Q T 661.325.7253 F 661.395.0359 OF CAL -\F www.aecom.com 4 5 4 `-1 i I ELEV= 345.00 ELEV=343.50 CONSTRUCTION NOTES: 1. ALL FASTENERS WITHIN WET WELL SHALL BE TYPE 316 STAINLESS STEEL. 2. REMOVE EXISTING COATING ON EXPOSED SECTION OF STEEL WALL PIPE AND APPLY SYSTEM No.7 PER SPEC. SECTION "PAINTING AND COATING' 3. FIELD VERIFY LENGTH OF SPOOL PRIOR TO PIPE FABRICATION. 4. VERIFY BOLTING PATTERN AND COMPATIBILITY PRIOR TO FABRICATION OF DUCTILE IRON FLANGE. MATERIALS LIST: Qi 12—INCH ECCENTRIC PLUG VALVE (TYPE 510) WITH HANDWHEEL ACTUATOR Q2 12—INCH SWING CHECK VALVE (TYPE 720) Q3 12—INCH DUCTILE IRON PIPE 4Q 12—INCH GROOVED END COUPLING O5 12—INCH INSULATING FLANGE PER (SEE NOTE 4) 3 C -OB Q6 12—INCH GROOVED FLANGE ADAPTER Q7 12—INCH LONG RADIUS 90' ELBOW (� EXISTING 12—INCH WELDED STEEL PIPE (SEE NOTES 2 & 4) POWER CABLE, TYPE 316 SST GUIDERAILS AND GUIDERAIL SUPPORTS PER MFR'S RECOMMENDATIONS 10 TYPE 316 SST LIFTING CHAIN, SIZE PER MFR'S RECOMMENDATIONS 11 POWER CABLE, SEE ELECTRICAL DRAWINGS FOR CONTINUATION 12 SUBMERSIBLE PUMP 13 TYPE 316 SST HOOK AND EYEBOLT (1,000 Ibs MAX. CAPACITY) 14 ECCENTRIC REDUCER (IF PUMP DISCHARGE IS LESS THAN 12—INCHES) 15 PIPE SUPPORT, SEE DETAIL 16 ADJUSTABLE PIPE SUPPORT, SEE DETAIL C -OS CONFORMED SET CITY RECORDS NO.: CITY OF SEWER LIFT STATION REHABILITATION C-05 SHEET BAKERSFIELD SUBMER IB 6 S LE PUMP AND DISCHARGE PIPING DETAILS OF 33 SHEETS S-2520 6 7 8 LJI CI [31 01z W !0 Z V LU O rc CL 0 TERMINATION JOINT, SIMILAR TO DETAIL C U ai a _= a a E z � � O J � a 3 U �o o rn L� N N N a a N d O . a U � CD ACD O 0 -Ln �CO CO Q) CD C co 0 L LT- CDCDN � N J W U � 0 M � N 0 J N U �w 5 �m co �o mi 2 0 LO <J N 1 N (n REV LLJ � X U < 41 ROOF TERMINATION NO SCALE <7 1/27 TO 1" DEEP 0 SAWCUT �j. 6. CONCRETE WET WELL ALUMINUM .ODOR CONTROL COVER, SEE SHEET S-01 ELASTOMERIC COATING DIMENSION TO OUTSIDE EDGE a OF SAWCUT ELASTOMERIC COATING TYP. TERMINATION JOINT NO SCALE ASTOMERIC )ATING 2 OVERLAP PER MFR. RECOMMENDATIONS ASTOMERIC )ATING INTERMEDIATE TERMINATION JOINT NO SCALE DATE SEE DETAIL I I I Ii I ! IIf t I I � I I w 4 . e' 14 Al 11►111.111\I f\n/%M SECTION SCALE: 3/8" = 1'-0" VERIFY SCALESrDRAWN DSC DANIEL S. CRONQUIST Q�°I BAR IS ONE INCH Y EXISTING REG NUMBER EXP DATE ON ORIGINAL DRAWINGDTG ALUMINUM HANDRAIL TO REMAIN 73077 12/31/14I HANDRAIL, SEE I BY ® PROJECT NUMBER ce. La No. IF NOT ONE INCH ON JTN 60282923 s�9TFC THIS SHEET, ADJUST DATE © CADD STANDARDS of SCALES ACCORDINGLY SEPT. 2013 AECOM DESCRIPTION APPR 2 3 4 21 bCmMM^AA )77 m AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 + ��Q T 661.325.7253 F 661.395.0359 l �F� www.aecom.com 5 CITY OF BAKERSFIELD m ME REMOVABLE BOLLARDS F 9 LEGEND ELASTOMERIC COATING ANTI—SKID TREATMENT •-- • • • INTERMEDIATE TERMINATION JOINT ELEV=360.00 MATERIAL LIST: EXISTING ALUMINUM STAIRS TO REMAIN (3 TOTAL) EXISTING ALUMINUM HANDRAIL TO REMAIN HANDRAIL, SEE SHEET C-07 ® EXISTING SLIDE GATE TO REMAIN (3 TOTAL) PUMPS, PIPING, AND VALVES, SEE SHEET C-05 (4 TOTAL) © EXISTING STEEL PIPE TO BE RECOATED PER SHEET C-05 ��r,... _... ELEV-343.50 x 3 �µ NOTES: 1. ELASTOMERIC POLYURETHANE COATING, EPDXY PRIMER, SURFACE PREPARATION, AND ANTI—SKID TREATMENT SHALL BE PER THE SPECIFICATIONS. 2. SLIDE GATES AND HATCHES SHALL REMAIN OPERATIONAL AFTER COATING APPLICATION IS COMPLETE. 3. ELASTOMERIC COATING BELOW ELEV 333.50 SHALL BE INSTALLED IN SINGLE APPLICATION. g 4. LOCATE INTERMEDIATE TERMINATION JOINTS BETWEEN ELEV 333.50 AND ELEV 360.00 AS RECOMMENDED BY THE ELASTOMERIC COATING MANUFACTURER. 0 5. SEE AS—BUILT PLANS FOR CONCRETE WET WELL DIMENSIONS. 6. RECOAT EXISTING 12—INCH STEEL PIPE PER SHEET C-05 W I ELEV=333.00 PRIOR TO APPLICATION OF ELASTOMERIC COATING. 7. INSTALL REMOVABLE HANDRAIL BRACKETS PRIOR TO O I APPLICATION OF ELASTOMERIC COATING. 8. EXTEND ELASTOMERIC COATING 1—INCH ABOVE FLOOR ONTO EMBEDDED OBJECTS THAT ARE NOT REMOVED PRIOR TO U ELASTOMERIC COATING APPLICATION. COATING MAY COVER ANCHOR BOLTS WITH NUTS AND BASE PLATES. O� 9. PENETRATIONS INTO COMPLETED ELASTOMERIC COATING FOR ANCHOR BOLT INSTALLATION, SHALL BE REPAIRED WITH SIKA 4 1A OR EQUAL AND AS RECOMMENDED BY THE COATING Z MANUFACTURER. - ELEV=324.00 CONFORMED SET Q �r Z - W ------------ <_ Z 0 CITY RECORDS NO.: DRAWING U SEWER LIFT STATION REHABILITATION C-06 ELASTOMERIC POLYURETHANE COATING OF 33 SHEETS SS Uj S-2520 Q)) SHEET 7 w ELASTOMERIC POLYURETHANE COATING OF 33 SHEETS SS Uj S-2520 Q)) 0 U � Ec. z£ -5C �C T C JC C aC � c or� U C CqO C V N �C' 0 o U i 0 4 r <1 ALUMINUM HANDRAIL POST € z TOP OF CONCRETE�.. � 3 SII IIS .. i F—LL SIDE MOUNTED REMOVABLE -11 HANDRAIL BRACKET i 2 i CLOSURE CAP 3/8" DIA. x 3 1/27 MIN. 3 I I EMBED SST DRILLED ANCHOR 4 TOTAL) NOTES: €i 2 ( < _= 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. 2. USE SIDE MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT INSTALLATION. 3 ;-I- REMOVABLE HANDRAIL INSTALLATION (SIDE MOUNT) r2 2 SCALE: 1 1- i I � C w i MATERIAL LIST 1� 1 REMOVABLE HANDRAIL PER DETAIL _ 2 WITH SIDE MOUNT PER DETAIL 44 " " - -- --- ALUMINUM HANDRAIL POST 1"0 STD. PIPE 4 < TOP MOUNTED O 1 REMOVABLE HANDRAIL PER DETAIL _u._. --w._ mm. _.._ _ REMOVABLE TOP OF p ii HANDRAIL BRACKET CONCRETE WITH TOP MOUNT PER DETAIL 3 , :., :.{.; _ •-.: EDGE OF CONCRETE SECTIONAL PLAN AT ELEV. 340± �••==-�•.••�s„� �::° O EXISTING FIXED ALUMINUM HANDRAIL SCALE: 3/8” = 1'-0" TO REMAIN. PROTECT IN PLACE. SIDE VIEW B 2'5" 5/8" DIA. x 4' MIN. 1.25" EMBED SST DRILLED B 4'-0" 4" MAX. CLEAR SPACING � 1 1/27 DIA. BETWEEN HANDRAIL SECTIONS PIPE HANDRAIL ANCHOR (2 TOTAL) F p _ 6 A 0 1"0 STD. PIPE 3/8" PLATE O I 1.25"Ld 6" EDGE OF Z M CONCRETE �. L4%114" TOE PLATE TOP VIEW NOTES: LU j w •• `..•Y• • .n • • .... .. t .. : 4j1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. o CL NOTES: MOUNTING CONDITION PER PLAN 2. USE TOP MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT INSTALLATION. 1. ALL HANDRAILS, TOE PLATES, AND APPURTENANCES SHALL BE ALUMINUM. O 2. ALL HANDRAILS SHALL BE IN COMPLIANCE WITH SAFETY CODE REQUIREMENTS, REMOVABLE HANDRAIL INSTALLATION INCLUDING CAL/OSHA. (TOP MOUNT) 3 Q —_ A 3. ALL HANDRAILS INSTALLED WITH THIS WORK SHALL BE REMOVABLE. EACH SECTION SHALL BE REMOVABLE BY A SINGLE PERSON. SCALE: 1 1 /2" = 1'-0" - CONFORMED SETQ OQ FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. 4. PROVIDE PROTECTION W ) J REMOVABLE HANDRAIL SECTION o `+ SCALE: 1/2» I` CITY RECORDS NO.: 6 5 VERIFY SCALES DESIGNED BY DJS PROJECT ENGINEER DANIEL S. CRONQUIST BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 73077 12/31/14 Q�OFESS/p C cn -� z ® ® BA �� ti � �, SEWER LIFT STATION REHABILITATION CITY OF DRAWING C-07 SHEET LL � 4 N°' 73077 m AECOM Technical Services, Inc. �; d 8 Lu ' 3 CHECKED BY PROJECT NUMBER 5001 East Commercenter Dr. Suite 100 a� BAKERSFIELD IF NOT ONE INCH ON JTN 60282923 * * sj �� C Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 q C aWY ��Li HANDRAIL DETAILS OF 33 SHEETS i 4 4 THIS SHEET, ADJUST DATE CADD STANDARDS SCALES ACCORDINGLY SEPT. 2013 AECOM 9TF OF CA�\Fc�� www.aecom.com �LI� OgN S-2520 REV DATE DESCRIPTION APPR 2 3 4 5 6 7 3 00 0 U 1 2 3 4 5 6 7 8 GALVANIZED THREADED CAP EXPOSED CONCRETE TO MATCH NOTES: EXISTING BOLLARDS 1. COAT BRACKET AND U—BOLT PER SYSTEM NO. 7 OF SPEC. SECTION w "PAINTING AND COATING" 2. INSTALL THREADED CAPS FOR PROTECTION OF NUTS AND APPLY DO NOT FILL REMOVABLE FILL PIPE WITH CONCRETE SYSTEM No.24 OF SPEC. SECTION "PAINTING AND COATING" INSULATING GASKET, PIPE PORTION WITH CONCRETE D +�� FULL FACE "0" RING INSULATING SLEEVE 5"0 STD. WT. STEEL PIPE 2b 5"O STD. WT. STEEL PIPE D 1/4 NEOPRENE PAD 316 SST ANCHOR BOLTS, INSULATING WASHER INSULATING WASHER d" GALVANIZED. GALVANIZED. ' ADJUSTABLE STEEL OR CAST IRON SIZE AND LOCATION PER WRAP W/ ORANGE WRAP W/ ORANGE g PIPE SADDLE SUPPORT, GRINNELL Q BRACKET MANUFACTURE REFLECTORIZED TAPE REFLECTORIZED TAPE FIG. 264 OR EQUAL ° a (2" WIDE ON 7" CENTERS) (2" WIDE ON 7" CENTERS) o p 10% 10% 10% 10% w COAT PER SYSTEM NO. 7 OF SPEC. p (NP) (TYF) FINISH SURFACE (NP) (TYP) �— FINISH SURFACE w SECTION "PAINTING AND COATING" E STAINLESS STEEL — STAINLESS STEEL SIZE PER MFR. WALL WASHER WASHER //� a ° �j /// 'v Q o 12" SQ x 5/8" THICH STEEL BASE, PLATE, ANCHOR WITH 4 5/8" TYPE WELDED STEEL WALL BRACKET FIG.199 AS NOTES: �C° o 316 SST ANCHOR BOLTS, MIN. 4 MANUFACTURED BY 1. DO NOT APPLY METALLIC OR OTHER NON—INSULATING PAINTS a o �� N . 24 0 CONCRETE o �� i p� 18 O CONCRETE ,i; EMBEDMENT ANVIL, OR EQUAL ° = TO INSULATING PARTS OR OTHER EDGES OF FLANGES. ° o o FOOTING o FOOTING 1" NON—SHRINK GROUT PIPE WITH v a. ' v ° = FINISH GRADE NEOPRENE GASKET 7/8"0 STEEL U—BOLT WITH 2• INSULATING SLEEVE TO BE 1 /64" SHORTER THAN DISTANCE ALL AROUND ° ° 4 FINISHED HEX NUTS BETWEEN SST WASHERS WHEN BOLT IS FULLY TIGHTENED. z BACKFILL WITH 3/4' p d. °O CRUSHED ROCK ° 3. INSULATING KIT TO BE PSI COMPANY TYPE "E" OR EQUAL. CC ADJUSTABLE PIPE SUPPORT PIPE SUPPORT WALL BRACKET 2 INSULATED FLANGE 3 - REMOVEABLE GUARD POST 4 FIXED GUARD POST 5 NO SCALE - NO SCALE - NO SCALE SCALE: 3/4" = 1'-0" - SCALE: 3/4" = V-0" - NOTES: 1. SIGN TO READ "WARNING -NON POTABLE WATER". MINIMUM SIZE 14"x10" 2. HOSE TO BE SUPPLIED WITH RACK PER SPECIFICATIONS. CONCRETE CAP SIGN 3. COAT ALL STEEL SURFACES ABOVEGROUND WITH SYSTEM No. 10 PER SPEC. SECTION "PAINTING AND COATING". COAT ALL STEEL SURFACES BELOW SIGN n GROUND WITH SYSTEM No. 7 PER SPEC. SECTION "PAINTING AND COATING". 0 SIGN A IX 4. DO NOT COAT PVC, BRONZE, OR STAINLESS STEEL. 316 SST STRAP WITH 5. PREVENT DIRECT I I CONTACT BETWEEN ALUMINUM ROOF AND STEEL PIPE. 316 SST 1 /4" BOLT + + '1 /2" 316 SST ANCHOR xi I" T & WASHER BOLTS (TYP.) 5' O.C. i I STEEL HOSE CONCRETE CAP RACK rLo " I `— + + 1 SCH 40 x z 1/4" BOLT & WASHER�� 1 HOSE BIBB 2"0 SCH 80 STEEL PIPE FRP HOSE —° PVC PIPE ° B HOSE BIBB TYPE 422 RACK > 1" BALL VALVE, TYPE 310 X x 11 ° QUICK CONNECT 0 STEEL 316 SST U—BOLT PIPE CLAMP 0 o 1" HOSE + _ + CONNECTIONHOSE ADAPTER 0 RACK 29)0 SCH. 80 STEEL PIPE �� 0 `i 1 SCH 40 BRONZE PIPE i ° p U.I ALUMINUM N ALUMINUM N --ALUMINUM ROOF Z ROOF ROOF ° L. c CV > CV Lij � X/CL 316 SST STRAP WITH 316 SST STRAP WITH ° ' b 1/2" 316 SST ANCHOR D o 1 /2" 316 SST ANCHOR �, ►� ° BOLTS (TYP.) 1" SCH 40 N BOLTS (TYP.) PVC PIPE EXTERIOR ELEVATION _ INTERIOR ELEVATION INTERIOR HOSE BIBB & SIGN Q A CONCRETE WET WELL BRASS MIP x —CONCRETE WET WELL CONFORMED SET 151 EXTERIOR HOSE RACK PVC SLIP ADAPTER EXTERIOR HOSE BIBB & SIGN I LU n i O TYPICAL HOSE BIBB RACK, AND SIGN DETAIL s NO SCALE CITY RECORDS NO.: ' > s DESIGNED BY PROJECT ENGINEER VERIFY SCALES DSC DANIEL S. CRONQUIST p=1COM Q�°FN-nEm! BAKE �RATD��r SEWER LIFT STATION DRAWING REHABILITATION C_�g J 5 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 73077 12/31 /14 ,.�� "c�� # L NO' �,AECOM TechnicalServices, Inc. d4BAKERSFIELD9 CITY OF SHEET WCHECKED BY PROJECT NUMBER a 5001 East Commercenter Dr. Suite 100 IF NOT ONE INCH ON JTN 60282923 r * Bakersfield, California 93309 S �Q T 661.325.7253 F 661.395.0359 �9rF C P "i AR) 11.THIS PIPING DETAILS OF 33 SHEETS 1 SHEET, ADJUST SCALES ACCORDINGLY DATE CADD STANDARDS SEPT. 2013 AECOM OF CA�-� ° www.aecom.com AI rF °>z� S-2520 V) i REV DATE DESCRIPTION APPR 2 3 4 5 6 7 1 _ - - �o `i 0 - CD g o� �o CNO N O 07 N N 00N N Lil O cD a � a> 1 2 3 T4 5 6 7 8 INSTALLATION ABANDONMENT INSTALLATION: 1. REMOVE AND STOCKPILE UPPER 12 -INCHES OF TOP SOIL: DO NOT REMOVE FROM SITE OR MIX WITH TEMPORARY GUARD RAIL, CAL/OSHA COMPLIANT 0 -1 Uj OTHER STOCKPILED MATERIALS. w � J 2. REMOVE AND STOCKPILE EXCAVATED MATERIAL TO A DEPTH OF 4 -FEET BELOW TOP SOIL (5 -FEET (SEE NOTE 5) z --j w o _ m 8 � V BELOW EXISTING GROUND). DO NOT REMOVE FROM SITE. �� o u Z z 3. REMOVE AND PROPERLY DISPOSE ALL EXCAVATED MATERIAL BELOW 5 -FEET FROM EXISTING GROUND. NUJI�N Ld DO NOT STOCKPILE ON-SITE. .., v 4. TERMINATE EXCAVATION AT SPRING LINE OF EXISTING SEWER PIPE. BACKFILL OVEREXCAVATION WITH ELEV 360.0± EXIST. GRADE _ EITHER SAND OR CLSM PER SPECIFICATIONS. —III—I I—) I III 5. PROVIDE CAL/OSHA COMPLIANT GUARDRAILING AT TOP OF CAISSON AT ALL TIMES. —III II - z MATERIALS: Ej ^ Q o 6. CAISSON MAY BE EITHER STEEL OR CONCRETE. wC14 Y �? v 7. CAISSON SHALL HAVE A NOMINAL DIAMETER BETWEEN 8 -FOOT AND 12 -FOOT. �o a: o 0 0 Z . THICKNESS/GRADE OF CAISSON SHALL BE SUFFICIENT FOR THE DIAMETER SELECTED AND DEPTH OF 0 ZJ o o w EXCAVATION. SUBMIT STRESS CALCULATIONS SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR o w o U v STRUCTURAL ENGINEER FOR THE CAISSON DESIGN. 9. CAISSON CAN BE EITHER OF NEW OR USED MATERIALS. USED MATERIAL SHALL BE REPAIRED TO m PROVIDE CONSISTENT THICKNESS AND STRENGTH THROUGHOUT THE CAISSON. CAISSON DAMAGE DURING 8' TO 12'0 CAISSON, CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST. CONCRETE OR STEEL SETTLEMENT & BEARING: -j 10. AT NO TIME SHALL THE CAISSON BEAR UPON THE EXISTING SEWER PIPE. Y 11. PROVIDE AN OPENING IN THE CAISSON FOR THE SEWER PIPE THAT ALLOWS FOR SETTLEMENT. PATCH Q ; THIS OPENING WITH NEOPRENE AND GROUT. w 12. PLACE STEEL SHIMS, CONCRETE FOOTINGS, OR OTHER MATERIAL AS NECESSARY TO PREVENT > w z o SETTLEMENT. w v z w w ABANDONMENT: o C v V'13. CLEAN INTERIOR OF CAISSON AND THEN DISINFECT PER AWWA C652. z 14. REMOVE AND PROPERLY DISPOSE OF UPPER 5 -FEET OF CAISSON AS MEASURED FROM EXISTING a C `n GROUND ELEVATION. ALTERNATIVELY, THE ENTIRE CAISSON MAY BE REMOVED AND PROPERLY DISPOSED OF. 15. BACKFILL CAISSON/EXCAVATION WITH SAND OR CLSM PER SPECIFICATIONS TO AN ELEVATION 5 -FEET BELOW EXISTING GROUND. EXCAVATED MATERIAL FROM CAISSON CONSTRUCTION SHALL NOT BE USED FOR BACKFILL. 16. RESTORE TOP SOIL, LANDSCAPING, AND IRRIGATION SYSTEMS TO PRE-EXISTING CONDITION. LANDSCAPING THAT DIES DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST. ELEV 343.00 MAX. WATER SURFACE _ PIPELINE REPAIR: 17. PVC SHALL BE OF SUFFICIENT THICKNESS TO NOT DEFLECT MORE THAN 0.25 -INCHES DURING CONCRETE PLACEMENT. PVC SHALL CONFORM TO GREENBOOK 210-2. 18. COAT EXPOSED CONCRETE WITH ELASTOMERIC PER SPECIFICATIONS. OVERLAP COATING WITH PVC LINING. w c� w Q PIPE PLUG 19. PLUG SEWER AT DOWNSTREAM SIDE OF CAISSON FOR DURATION OF BYPASS TO ISOLATE LIFT STATION. Q V) Z O Q mw B a O * REMOVE WITH ABANDONMENT TO REPAIR wo 3'-0" PIPE AND FACILITATE DRAINAGE. PVC LINER PLATE 4 Al z (SEE NOTE 17) REMOVE TOP OF PIPE, MAX. CONCRETE U - COAT EXPOSED CONCRETE W 6' LONG (MAX.) `D r'' (SEE NOTE 18) SAWCUT (TYP. ALL SIDES) O a7 Z_. ° ° #4 CONT. (5 TOTAL) Z ELEV 331.5± GROUT BASE 4" THICK. a TOP OF PIPE SLOPE TO DRAIN INTO PIPE * O ° V #4 @8" O.C. F SAND OR CLSM BACKFILL (SEE NOTE 4) * Q :� a a SEE NOTE 11 SEALANT, ALL SIDES (TYP.) - `" `' ` -_� SHIM OR FOOTING (SEE NOTE 12) a MIN. SPRING LINE CL ELEV 330.0± SPRINGLINE SEE NOTE 18 BOTTOM +� 1'-0" TYP. OF EXCAVATION �. / ` REMOVED PIPE SECTION UNDISTURBED EARTH Q TO BE REPAIRED I•. A ,... ELEV 328.0± EXIST. 42" PVC PIPE INVERT `` `' • EXIST. 42" PVC LINED RCP LINED RCP j m CONFORMEDSET Q Uj CAISSON DETAIL SEWER PIPE REPAIR 2 Uj SCALE: 1/2" = V-0" - SCALE: 1/2" = 1'-0" - 0 Q CITY RECORDS NO.: � VERIFY SCALES BAR IS ONE INCH DESIGNED BY DJS PROJECT ENGINEER DANIEL S. CRONQUIST Q �p1•ES$�0 AR, SEWER LIFT STATION REHABILITATION DRAWING _ ffi=1 6 5 ON ORIGINAL DRAWING DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 u JCOM ,,- w No. 73077 AECOM Technical Services, Inc. �O�`N` CITY OF �' C_09 4 SHEET 3 CHECKED BY PROJECT NUMBERW * Bakersfield, CCafifomiaenter Suite 100 BAKE RS F I E LD O 2 IF NOT ONE INCH ON THIS SHEET, ADJUST JTN 60282923 ,9r C V 1� �a\P 93309r. T 661.325.7253 F 661.395.0359 Chi am 11, �Q CAISSON DETAILS OF 33 SHEETS 10/23/13 RESIVED PER ADDENDUM N0. 2 JTN DATE CADD STANDARDS S-2520 SCALES ACCORDINGLY SEPT. 2013 AECO M F OF �`�FO www.aecom.com IF O R t� REV DATE DESCRIPTION APPR 1 21 3 4 5 6 7 8 0 a C U� I C o C � 'V N Cn N C C C, a d C o v U i O o - �Cr O Cr • r o LC a a Cr C 0 L a C w v _J LL U s 1 2 3 4 5 6 7 8 - #5 PULL BOX � _` EXIST. 2" C, 2 #2 01 EXIST. ELECTRICAL VAULT EXIST. AT&T RISER C) 5 PULL BOX 4 EXIST. 42" SEWER------.,"/ EXIST. 2%, 2 #2F3 O FO FO FO £ 0 51 10, -771 -" EXIST. ELECTRICAL ��__. __ w ro . - --- E-------- _.M.� ___ ..��.___ ._ ._ E -~ EXIST. WATER' } _.. EXIST. SERVICE PEDESTAL 4 CAISSON, SEE I �' SHEET C-09 "� J „�i� per• � 1 Know what s below. EXIST. TRAFFIC SIGNAL CONTROL BOX Call before you dig. y g EXIST 27C, 2#2 1Q NOTES: .._._..�_ 1. NOT ALL TRAFFIC SIGNAL EQUIPMENT OR CONDUITS ARE , SHOWN, SEE AS—BUILT PLAN (PROVIDED AS AN APPENDIX TRAFFIC PULL = TO THE SPECIFICATIONS). C BOX (TYP.) 2, PROVIDE TEMPORARY POWER TO TRAFFIC SIGNAL DURING ' SERVICE RELOCATION. "a.__% 3. ELECTRICAL SERVICE MATERIALS AND INSTALLATION SHALL 4� N� CONFORM TO THE REQUIREMENTS OF PG&E. N 4. PULL BOXES SHALL CONFORM TO THE PROVISIONS IN �C '�� , °� SECTION 86-2.06, "PULL BOXES", OF THE STANDARD 27C, 2#2 SPECIFICATIONS AND THESE SPECIAL PROVISIONS. RECESSES FOR SUSPENSION OF BALLASTS WILL NOT BE �. , REQUIRED. / 5. CONDUCTORS AND WIRING SHALL CONFORM TO THE "�= 86-2.08 "CONDUCTORS", AND ==��.� �� PROVISIONS IN SECTION I'�� / '/� ( "WIRING", �' SECTION 86-2.09 OF THE STANDARD SPECIFICATION AND THESE SPECIAL PROVISIONS. THE Ix CONTRACTOR SHALL USE MULTI CONDUCTOR ELECTRICAL CABLES. ; #5 PULL BOX ® I� I � \ , / / " ,� ��" —+ 6. CONDUCTORS SHALL BE SPLICED BY THE USE OF C I `� x B B = ss ,� s , SHAPED COMPRESSION CONNECTORS AS SHOWN ON I e STANDARD PLAN ES 13. SPLICES SHALL BE INSULATED � � � / � "METHOD B". EXIST. 8' HIGH BLOCK WALL_, BY I / 7. THE CONTRACTOR SHALL COORDINATE WITH PG&E FOR SERVICE SHUTDOWN. THE OWNER WILL PAY ALL REQUIRED ,� / �, ,N 1AI "1�� _ ___..___� __..�_ .___ - COSTS AND FEES REQUIRED BY PG&E. lJI PULL OUT CONDUCTORS AND WIRES FROM EXIST CONDUIT I I AND PROPERLY DISPOSE OF. ABANDON CONDUIT IN PLACE. • a, ±�0LLJ SIDEWALK V "__ F21 REMOVE PULL BOX AND RECONSTRUCT CONCRETE O 0w �' PER CITY STD ST -8. EXIST. PAD MOUNT 3� PROTECT EXIST CONDUIT, CONDUCTORS, AND WIRES IN PLACE. TRANSFORMER CL EXIST. 2"C, 2 #2 30 ® INTERCEPT AND SPLICE TO EXISTING CONDUCTORS AND WIRES. O E.� . 0 0 t EXIST. ,� CONFORMED SET Q , Z BREAKER q X BOX Uj OC El E] t CITY RECORDS NO.: r^ v1 DESIGNED BY PROJECT ENGINEER DRAWINGU. VERIFY SCALES DSC DANIEL S. CRONQUIST QROfESS/p BASEWER LIFT STATION REHABILITATION C_� 0 6 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE �, ,�`�Qo,woeApEL�1S� 5 ON ORIGINAL DRAWING s ti -'�` 1 CITY OF SHEETIX DTG 73077 12/31/14 J 4 £ w No. 73077 A AECOM Technical Services, Inc. dUj 11 3 CHECKED BY PROJECT NUMBER .� 2 5001 East Commercenter Dr. Suite 100 BAKE RS F I E LD * Bakersfield, California 93309 Uj 2 IF NOT ONE INCH ON JTN 60282923 * J'�,9 C T 661.325.7253 F 661.395.0359 C�"sMaaY,,.�� Q, TRAFFIC SIGNAL POWER SUPPLY RELOCATION PLAN OF 33 SHEETS '' 1 THIS SHEEP, ADJUSTICADD� � `�, ��Q' 1 SCALES ACCORDINGLY DATE STANDARDS l�. pF CA��Fp� www.aecom.com LIF OR�� 5-2520 SEPT. 2013 AECOM W REV DATE DESCRIPTION APPR � 2 3 4 5 6 7 - 8 ALUMINUM ODOR CONTROL COVER NOTES: 1. COVER SIZE AND CONFIGURATION SHALL MATCH EXISTING CONCRETE WET WELL STRUCTURE. AS—BUILT PLANS ARE PROVIDED WITH BID DOCUMENTS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO SHOP DRAWING SUBMITTAL. 2. COVER SHALL BE DESIGNED AND FABRICATED BY A QUALIFIED MANUFACTURER PER SECTION 7-1.22. D 3. COVER SHALL BE INSTALLED BY A QUALIFIED ERECTOR PER SECTION 7-1.22. 4. AIR DUCT SIZES SHOWN ARE NOMINAL DIMENSIONS. THE CONTRACTOR SHALL VERIFY OUTSIDE DIMENSIONS OF DUCTS PRIOR TO SHOP DRAWING SUBMITTAL. 5. ELECTRICAL CONDUIT AND WATER PIPE PENETRATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL DETERMINE PENETRATION LOCATIONS AND SIZES PER ELECTRICAL AND CIVIL PLANS. 6. COVER SUPPORT DETAILS ARE PROVIDED FOR BIDDING PURPOSES ONLY. C a Eo of Z I �o T O J U 3 0 a o "i N I o o p TN N �a 0N a 2 O o in U I o� qCD r .� o oC) a)(D oa o(n o o N N J W C') U � o V) c, N rn oo N J "0 <I aLJ -a w ,ry � I a� m 07i cb o I 0 �Ln U " i vi 6w :�-. a: ox O Cb r7 1"0 SST. STD. PIPE ALUMINUM HANDRAIL POST 1/270 LOCKING 2" TYP. 5/8" DIA. x 4" MIN. BOLTS AND NUTS 1171 — EMBED SST DRILLED TOP MOUNTED 11 1113 ANCHOR (2 TOTAL) REMOVABLE 1.0 TOP OF HANDRAIL BRACKET I I CONCRETE 1"0 STD. PIPE EDGE OF ` . 3/8" SST. PLATE CONCRETE �, ,t� EDGE OF . 6 SIDE VIEW CONCRETE HANDRAIL NOTES: 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. 2. USE TOP MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT INSTALLATION. 3. ALL MATERIALS SHALL BE TYPE 316 STAINLESS STEEL UNLESS OTHERWISE NOTED. C:iYC:n uoninanii IK14ZTAI i ATIMI [Tnp RAOI IKITI 2.5 ft --� � (-- 1.25» SCALE: 1 1/2" = 1'-0" TOP VIEW C4x2.5 OPENING IN ROOF ALL AROUND PANEL FOR EF -2 ALUMINUM SECTIONS DUCTING 18, 14, & C8 = 6061—T6 ALUMINUM SINGLE LEAF OR DOUBLEx LEAF ACCESS HATCH (CENTERED OVER STAIRS) x x x x x V x x x x x x x x x x x x x x' x x x X x V v v 18x6.18 x' y x x x x� ae- x x x ` I I x x �x x x x x x �� 2 x x x x x x xx x x x x x x x I ALUMINUM ODOR . x x x x y� - x x C6 I CONTROL COVER � - _ -� _ _ _r o I x x x x x x x x x y <. x x x x x x x ,._, I x. /fix x x x INS1D WALL X x x ox x x x x x x x I x ;�' >. x x x x x x x x x x x x X X x x x x I8x6.18 x x x x x x x x x x x x� x .� n k x x x x x x x x x x x x x x x' x x x x x x x x x � x x x x x x x x x x x xx x x x x x x x x x x x x 0"x x x x x x 3> t x x x x x x x x x x x x x x x x x x X x x x x x x x x x ;x x x x x x x x x x x. I x x x x x x x x ✓ x X xi :! CV x 1 x x x x x x x x x x x X K x x x x x x x x x x x x x x x x x x xl x x x x x x x x x x x l :1 Q x j� x x x x x x x x x x x x x. >" x x x x x x x x x x x x x x x x xi . x x x x x x x x i I T b x x x x x x x X x x x x x x x x tf x I x 7 x x x x X x x x x x X x x x x x x x x x C x x x x x x x x x x x x x x x x x x I x 4 GV x I x XI x x x x x X x x d. x x x x x x x x x x x x x x x x x x x x x x x x x x1 x x x x x x x x x x x x x X x x" x x x x x x x x x x x x x I 4x2.79 i x I x x x x x x x x x x x x x x< X X x le. x X x x X X x x x x x x x x IU.O.N. x x x x x x x x € x I x x x x. :ti x x 'X x x x x x x� X x x x x x x x x . C>0 '' x x x x x x x x x x x x x x x x x x x(x x x x x x x x x x x x x x Y x co x x x x x x x: co x x x x x x x x x x x x x x X x x x SIW OPENING IN ROOF x x x x x x x x x x x x x x� x x x x x x x '00o-.4 ; x x x x x x x x N x x INDE ALL, X x PANEL FOR EF -1 -� x `° X x x :� ;� x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x ; x DUCTING x x �11' X. X x x x x x x x X: x A X x x x x x x x x x x x x� x x x x x x x x k x // X x X x X X x X X ), K >, X X "Nx x x X X x 7C x X 3 x J 7C X x 3 x x #, r x x x x x x x x x .x x x x x x x X X x x X X x x x x x x x x x x x x X % x x X x x x _F \<x x x x x X ,, x_ ,, ., x x, x x x x x x x x x x x x x 3/8" ALUMINUM x x x x x x x ._x x x x x x x x x x x x x x x x x x x x x x x x x PLATE (TYP.) x x x x x x. x x x x x x x x x x x x x x x x x x y x x x x x x x x x x x x x x-4 x x x x x x x x x x Al 11/19/131 SHEET REPLACED PER ADDENDUM NO. 4 REV DATE DESCRIPTION K FIXED ALUMINUM HANDRAIL PER DETAIL. INSTALL HANDRAIL AFTER ALUMINUM COVER IS COMPLETE. x x x x x x x x x x x >; x x x x x x x x ti X x ""A ,_X x x x X X x x x 11 X Y)A x xxx``: x =ti ;l x^ 1,_0„ - 3 4 x x X,,x x x TYP. x x x �x 1 0 x x „- x x I C8x6.48 ALL AROUND OPENING IN ROOF PANEL FOR SF -1 DUCTING DECK PLAN SCALE: 1/27 = 1'-0" x x x x O x x X x x C42.5 ALL AROUND - ---- J 27 DIA. OPENING IN ROOF PANEL FOR 1" SCH. 40 PVC WATER PIPE , jpf ESS 10 . SC �l FCOM VERIFY SCALESDJS BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY F'KOJLCI LNGINLLK DAVID J. SCHERSCHEL "ei DRAWN BY DTG REG NUMBER EXP DATE S1572 06/30/13 2 5001 East Commercenter Dr. Suite 100 CHECKED BY JTN PROJECT NUMBER 60282923 ITN DATE SEPT. 2013 CADD STANDARDS AECOM APPR C42.5 ALL AROUND - ---- J 27 DIA. OPENING IN ROOF PANEL FOR 1" SCH. 40 PVC WATER PIPE , jpf ESS 10 . SC �l FCOM y "ei No. S1572 m AECOM Technical Services, Inc. 2 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 �F CAL<F� www.aecom.com 4 5 �o 0 2' 4' FACE PERIMETER CLOSURE CHANNEL C8x6.48 3/4'0 SST BOLT 1 1/2% x 1 1/2% x CONT. SPONGE RUBBER. SEAL SEALANT ALL AROUND PERIMETER WALL 7 5/8"0 SST EPDXY ANCHOR, EMBED 10" 1» 1» 12 I 52 3" � 1=1 .. = o >- - _ r - x 00 = 0- Otf w CD 2" 3/8" ALUMINUM PLATE L5 x 4 x 1/2 x 0'-6" LLO �-- 18 x 6.18 �— PL 1/2 x 4 x 1'-3" W/ 1 1 /8"0 HOLE @ 24" O.C. 1/2 x 4 x CONT. EPDM RUBBER BRNG PAD DURA 60 �— ELASTOMERIC COATING 5/8"O EPDXY ANCHOR HILTI—HY 200 ADHESIVE W/HILTI HAS ROD BEAM SUPPORT @ EXTERIOR WALL i SCALE: 1 1/27 = 1'-0" ALUMINUM PLATE 3/8 x 3 1/4 (COPE TO FIT, TYP.) I8 x 6.18 INTERIOR BEAM CONNECTION SCALE: S' BEAM 3/8"0 1" SST SCREW 1" SET FLUSH ® 12" O.C. PLATE TO BEAM SCALE: 1/2" = 1" I6 x 4.03 COPE FLANGE TO FIT RUBBER GASKET SEAL (TYP.) CONFORMED SET CITY RECORDS NO.: SEWER LIFT STATION REHABILITATION CIN OF BAKERSFIELD LIFT STATION DECK PLAN 7 S-01 T 12 33 SHEETS S-2520 C 1 2 3 4 5 6 7 8 8'x4' SWING ASSISTED ALUMINUM ACCESS HATCH. ATTACH HANDRAIL TO INSIDE OF HATCH EQUIPMENT PAD NOTES: THAT MATCHES ORIENTATION AND HEIGHT OF A EXISTING HANDRAIL IN COMPLIANCE WITH CBC. 1. THE MINIMUM PAD SIZE SHALL BE AS INDICATED SEE DETAIL OR SHOWN ON THE DRAWINGS OR AS DETERMINED s-ot BY THE EQUIPMENT MANUFACTURER, WHICHEVER IS ALUMINUM ODOR GREATER. CONTROL COVER 2 2. THE SIZE, NUMBER, TYPE, LOCATION AND THREAD s-ot HANDRAIL PER DETAIL PROJECTION OF THE ANCHOR BOLTS SHALL BE D D � � DETERMINED BY THE EQUIPMENT MANUFACTURER. HOLD CONCRETE ANCHOR BOLTS IN POSITION WITH A TEMPLATE WHILE PAD IS BEING PLACED. EL=360.00 .� _ _ _�_._._._ ._____._ --7_ 3. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERWISE. TOOLED EDGE --- EQUIPMENT (3/47) .. . MODIFY EXISTING HANDRAIL TO CLEAR STRUCTURE AND 4" Np �� BASE PAD HEIGHT AS #3 ® 12" ACCESS HATCH REQUIRED (SEE A PROJECT DWGS.) EXIST. ALUMINUM .. � STAIR AND HANDRAIL TO REMAIN EQUIPMENT PAD c .4 NOT TO SCALE • 0 ilin ED gyp✓ }«.,..,,«,„,.„„� EL=343.50 EXIST. ALUMINUM STAIR AND HANDRAIL TO REMAIN I f B 3. � V . s O ` I W EL=333.00_ --i ___....__...._.._._._ __.. Uj i f I j 4 O I A i EL=324.00 CONFORMED SET ) Z SECTION rA ' SCALE: 3/6' = 1'-0" C.K ' �( CITY RECORDS NO.: Q) ' ' - 6 5 DESIGNED BY VERIFY SCALES BAR IS ONE INCH DRAWN BY ON ORIGINAL DRAWING PROJECT ENGINEER DSC DAVID J. SCHERSCHEL REG NUMBER EXP DATE ® `cr�lv\O �.`F MC S. SC'�� 01 ,�' 1 gL �aKE� �p�`oKroenre° f ti CITY OF DRAWING SEWER LIFT STATION REHABILITATION S-02 SHEET LL J 4 i DTG S1572 06/30/13 w No. S1572 m A000M Technical Services, Inc. �' L ' 13 CHECKED BY PROJECT NUMBER JTN 60282923 oc � 5001 East Commercenter Dr. Suite 100 * * Bakersfield, California 93309 BAKERSFIELD LIFT STATION LONGITUDINAL SECTION OF 33 SHEETS ' IF NOT ONE INCH ON ADJUST T 661.325.7253 F 661.395.0359 Jj,9T �I F RSP LU 1 W 3 THIS SHEEP, DATE CADD STANDARDS SCALES ACCORDINGLY SEPT. 2013 AECOM O��Q F OF CA% -\F www.oecom.com REV DATE DESCRIPTION AP PRI 3 4 5 6 7 8 - C 1 2 _ _ M O 1 1 2 3 4 5 6 7 8 - EL=360.00 4 NOTE: THIS ' SHEET IS PROVIDED FOR RECORD DRAWING PUTPOSES ONLY. INDICATE AREAS OF CONCRETE REPAIR. C � • C �e . EL=343.50 4 . i 4 I B EL=333.00 , o0 • W 4 f � o CL � . EL=324.00 1 Z ' V ` O A � CONFORMED SET Q SECTION rA w SCALE: 31T = 1'-0" - O CITY RECORDS NO.: � VERIFY SCALES BAR IS ONE INCH DESIGNED BY DSC PROJECT ENGINEER DAVID J. SCHERSCHEL FE S1 ��KT O SEWER LIFT STATION REHABILITATION DRAWING II� _ COM ORIGINAL DRAWING DRAWN BY DTG REG NUMBER EXP DATE 06/30/13 �� O F 199, No. S1572 m � AECOM Technical Services, Inc. 5001 Eost Commercenter Dr. Suite 100 CowORASOON _CITY OF `� BAKERSFIELD SHEETCHECKED IREV BY PROJECT NUMBER NOT ONE INCH ON JTN 60282923Bakersfield, California 93309LIFT 14IF SHEET, ADJUST 9�T 661.325.7253 F 661.395.0359 ��R, ,. STATION CROSS SECTIONTHIS OF 33 SHEETS DATE CADD STANDARDS SCALES ACCORDINGLY SEPT. 2013 AECOM F CA1-� www.aecom.com FOS—OF DATE DESCRIPTION APPR 1 2 3 4 5 6 7 g 1 I Ln 0 I E 0 z 0 0 0 3 Ln 0 a N � U L _ 0 i 00 CDO OLo �- I O to N o N N 0� N w O � O Q a � 1 2 3 4 5 6 7 8 COATING NOTES: WELD Y' STEEL PLATE OVER ALL OPEN ENDS 1. COAT PLAIN STEEL PER SYSTEM No. 10 OF SPEC. SECTION OF HSS MEMBERS 36" "PAINTING AND COATING". FINISH COAT COLOR TO BE METAL ROOF DECKING PANEL SELECTED BY OWNER. 1'_0" HSS 4)4x4" HSS 4x4)4" END FRAME 2. COAT EDGES OF GALVANIZED METAL DECKING PER SYSTEM 18" 0/C D No. 55 OF SPEC. SECTION "PAINTING AND COATING". SUPPORT 5 EA. I i 3/16-7- D ----------- -- -- -- NOTE: I i METAL DECKING, DEEP m �I WELD WITH 14G 5/16 i I -Y" END STIFFENER 21'-0" VERCOR, 22 GA, GALV HSS 4x4)4" COLUMN - - - - - - - - - - — _ WASHER NOTCH AT HSS APPLIED TO SIDES AND TOTAL 2 II I I � HSS 9'-6" 9'-6" 1'-0" BACK OF STRUCTURE -gyp _ _ _ �i SEE COLUMN BASE & 1 /4 II III Y STIFFENER PLATE, 4)4x4" C _ _ _ _ _ _ _ _ _ FOOTING DETAIL, TYP. SEE DETAIL BELOW TYP m COL, HSS 4)4x4" Y' STIFFENER PLATE, 1/4 ' �\ SEE DETAIL BELOW PLAN g; FINISH GRADE METAL ROOF DECKING 3 �.. ®� ®� ® ITi =i I 1=1 I II .,..� — — T&B — — {} — — — I I—I I— i — i i_-1 I I NO SCALE - 5/ 16 ll • ® ® ® ® ® ® i ll. �ll� III—Iii—Ili-_ #4/0 BARE COPPER GROUNDIING 1,-3„ 9„ i HSS Y STIFFENER _ ELECTRODE, TYP ALL AROUND A PLATE, NOTCH =_ 4)4x44' _ - ,n I I I FRONT VIEW AROUND 4x4 HSS � I I II -- I �USTIFFENER ® SECTION A1/4 - - - - - 4 1 /4 '� C NO SCALE - 1 TYP� 1 /4 1 3" s, COL, HSS 4x4xY" "/ bi METAL DECKING, DEEP S= z ft VERCOR, 22 GA, GALV FRONT PLATE END PLATE TYP ®2 FRONT COLUMNS TYP ®EACH END KO'4 FOUNDATION PLAN APPLIED TO SIDES ANDEND ELEVATION BACK OF STRUCTURE NO SCALE - NO SCALE - 1'-1" 22'-0" Y" x 12" SQ. STEEL BASE PLATE WITH 9/0 AB 0 8" O.C., Fj HSS )4x3/" COL 1'-6" 9'-6" 9'-6" 1'-6" TOT. 4 @ 8" EMBED, (TYP) I I TYP I 5x16 TYP TYP EXIST. 1 #6012" EW HOOK I i MIN. 1" NON SHRINK GROUT I I I BLOCK WALL � INTO FTG CHAMFER, TYP b I � 1 HSS 4)4x4 bLr- � � _ !,l COL HSS 4)4x1 4" TT -- FINISH GRADE / m NI 11 IIS 1 6 _ o0 � i I—I i I ." — I—III—I 1 1 S I I I �?i I I SLAB BELOW �- III- 41 1 I I I I X ( �i EA 1 /4 I �1 I �1 I I� I � � I I I f B ��_ _ cn 3��C�3 EA SET OF 2 SIDE 1 /4 �\\HSS TO HSS I �I I �1 I I�„ I ,� # I I 1/4 B� � I = I I =1 I I = I Y )9x9 STIFFENER 3 vo ., . - Il AB )TOT. 6 PER COL) i I I �: I I 1-1 HSS 4x4)1 4 / ¢. I, III 1 1- _ PLATE, TYP OF 2 _ � � II I it „ - 1 /4 � TYP _ �- - II - 3 #6C�6 ALL AROUND EACH END #6®12 �J HSS 4)4x4 T #4/0 BARE COPPER GROUNDING #4/0 BARE COPPER GROUNDING 3/16 „ ELECTRODE, TIE TO EACH 5 BOTTOM �� - TYP. T&B Y x9x15 STIFFENE # ELECTRODE (TIE TO EACH #5 3 16 3 REBAR WITH STEEL WIRE, TYP ALL AROUND / Wi METAL DECKING, DEEP PLATE, TYP OF 2 BOTTOM REBAR WITH STEEL WIRE, VERCOR, 22 GA, GALV SIDE VIEW TYP ALL AROUND) �I ROOF FRAMING PLAN 2 SECTION e TYP. COLUMN BASE AND FOOTING COLUMN PLAN 5 �! NO SCALE - NO SCALE - NO SCALE - NO SCALE - Uj Di Q.I NOTE: 1. VERIFY SIZE OF 'MCC PRIOR TO FABRICATION OF SUNSHADE. I A CONFORMED SET Q w �I �1 O CITY RECORDS NO.: VERIFY SCALES DESIGNED BY DSC PROJECT ENGINEER DAVID J. SCHERSCHEL Q�OfESS/p� J • SCyf �� AxE p� SEWER LIFT STATION REHABILITATION DRAWING S-05 LL # 6 DRAWN BY DTG REG NUMBER EXP DATE S1572 06/30/13 BAR IS ONE INCH ORIGINAL DRAWING �IvOO �, � a�osroeArFD�� CITY OFON SHEET 4 I I w N0:: :0. S1572 to o AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 BAKE RS F I E LD 16 W 3 CHECKED BY PROJECT NUMBER IF NOT ONE INCH ON THIS SHEET, ADJUST JTN 60282923 �r �,9�PO��a� T 661.325.7253 F 661.395.0359 ��LIr �R�'� SHADE STRUCTURE OF 33 SHEETS Uj AE DATE CADD STANDARDS SCALES ACCORDINGLY SEPT. 2013 AECOM n CA��F www.cecom.com S-2520 REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 _8 W o w CD C-_ c ,o C c E o a -C C C C 0 L C i� c 1 2 3 4 5 6 7 8 EF -2 A 1 4 � 44 " 4 � 1 - I � B 24x 14 DN ® -' - I 24x 14 DN I 14x10 DN © EF -1 14x10 DN A 16, E A r rB : I I_ " v 1 F1 7 -- M ? 24x18 DN 30 " SF -1 SECTIONAL PLAN AT ELEV. 340± DECK PLAN SCALE: 1/4!' = 1'-0" SCALE: 114 = V-0" NOTE: FOR ALL PLANS THIS SHEET. SEE SHEET M-02 FOR KEY NOTE REFERENCES. . A , 4 . _ ",A. � as � �r < " __ 1 I I 1 ,•g f V = / 24x14 'DN 14x 10 DN 6 i g S k CID F. s a. _ A_ I `<1 24x!18 DN 3� I C y=.�.,. I W`". ei€ s{ i t5 5 1 E�'�.. �i Ytw^x"$ e`y.... 4 ; A�_ m CONFORMED SET z Uj SECTIONAL PLAN AT ELEV. 332± SECTIONAL PLAN AT ELEV 349± ' r SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" o t CITY RECORDS NO.: 6 5 DESIGNED BY PROJECT ENGINEER VERIFY SCALES CRW CHRISTOPHER R. WEBB °FESS °j�� Q R BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE � ON ORIGINAL DRAWING` DTG 33489 06/30/14 ® BAKE�J ��`cCOWOR4T�o`��1� r CITY OF SEWER LIFT STATION DRAWING REHABILITATION M_01 SHEET J 4 , m — No. 33489 ,� AECOM Technical Services, Inc. C 100 17 CHECKED BY PROJECT NUMBER .� � 5001 East Commercenter Dr. Suite BAKERSFIELD IF NOT ONE INCH ON JTN 60282923 * * �Q Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 P Z.+R,' oTHIS �IIF0x2 MECHANICAL PLANS OF 33 SHEETS ' 1 SHEET, ADJUST SCALES ACCORDINGLY DATE CADD STANDARDS SEPT. 2013 AECOM '�TFO�gN1p� pfd �+� www.aecom.com S-2520 i REV DATE DESCRIPTION APPR 12 3 4 5 6 7 _ _ CD 0 CD o� s o q) CD CD oLo a o N N J W CD U � I ;< M I N O N J 00, N U � I i u- -a w I iu o m a'i o I 0 �Co Cn N.. �W ox 1 2 3 4 5 6 7 8 I RAINCAP RAINCAP EF -1 f EF -2 SF -1 EF -1 n n D T�m. 12� _ . __ ._ ELEV=360.00 .. �_ -------- .. D rI r -III�IIimI :.M I.,, 24x18 j-------�,� -- ---j . . 6x6 4 20x20 6x6 (E)120 (E)120 I I;. 150 CFM I - IN / 150 CFM- ' 11000 W/MYD 550 CFM I {{I � INSTALL BENDS IN ELEV=351.00. DUCTING TO CLEAR -" STAIRS PLATFORM . d- I- ' x ;4 x i o I El � E 0 � ELEV= 343.50 ILL- L4j Z' 4 C14 3 uG f I ( 20x20 _ -.. _ El 2950 CFM S I a j I 12x14 I I ' I I 12x 14 i _ _ 850 CFM _ r=== I 1850 CFM I x ELEV=333.00 _ I I ELEV=328.00 - 4 n ELEV=324.00-� .° I " --� ° B B v/I O SECTIONrT�SECTIONrB UJ SCALE: 114 = 1'-0" - SCALE: 1 /4" = 1'-Y' - ,� I` LY GENERAL NOTES: ) 1. DUCTWORK ARE SHOWN RECTANGULAR ON PLANS & SECTIONS. EQUIVALENT ROUND DUCT CAN BE USED WITH OWNER'S APPROVAL. I KEY NOTES: 1. TERMINATE FAN DISCHARGE AT 6'-0" ABOVE FINISHED GRADE WITH RAINCAP. 2. CONNECT FAN DISCHARGE TO EXISTING 12" ROUND DUCT. 3. TERMINATE SUPPLY DUCT 24" BELOW STRUCTURE WITH 20"x20" OPENING Qi AND PLASTIC EGGCRATE SCREEN OR GRILLE. A 4. PROVIDE 10"00" EXHAUST DUCT OPENING WITH MVD AT 24" BELOW STRUCTURE AND 20"x20" SECOND OPENING AT 24"ABOVE FINISHED FLOOR, BOTH WITH PLASTIC EGGCRATE SCREEN OR GRILLE. CONFORMED SET m i 5. TERMINATE FAN INLET AT 6'-0" ABOVE FINISHED GRADE WITH RAINCAP. 6. PROVIDE 6"x6" EXHAUST DUCT OPENING WITH MVD AT 24" BELOW STRUCTURE AND 12"x14" SECOND OPENING AT 24" ABOVE FINISHED FLOOR WITH PLASTIC EGGCRATE SCREEN OR GRILLE ON BOTH OPENINGS. 617 Q CITY RECORDS NO.: �I DESIGNED BY PROJECT ENGINEER DRAWING VERIFY SCALES CRW CHRISTOPHER R. WEBB �pE VCRESS ? ` BAKE, SEWER LIFT STATION REHABILITATION 5 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE `� P R p� "�°`woR"''Fo�1S COM N IM -02 ON ORIGINAL DRAWING DTG 33489 06/30/14 ' CITY OF SHEET �; �I i �! m AECOM Technical Services, Inc. r- I I CHECKED BY PROJECT NUMBER Na' 33489 5001 East Commercenter Dr. Suite 100 BAKERSFIELD 18 W .� 60282923 * * Bakersfield, California 93309 2 IF NOT ONE INCH ON JTN MECHANICAL SECTION S THIS SHEET, ADJUST ��9r �HAU% ��P T 661.325.1253 F 661.395.0359 C�' n.� �� OF 33 SHEETS '''',, DATE CADD STANDARDS by SCALES ACCORDINGLY SEPT. 2013 AECOM F OF CA1 �Fp� www.aecom.com GIp OR S-2520 (; REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 _ 8 _ � O w O N U7 N U O O o1 oN o.� N 0 O O O L Q' 0 c6 w 0 X 1❑C �101 V REV I DATE DESCRIPTION APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING I i IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS ELECTRICAL SYMBOLS - PLANS CEILING SYMBOLS DESCRIPTION WALL SYMBOL DESCRIPTION CONTACT J� �_o WALL MOUNTED LIGHTING FIXTURE °1� �, NOT TO SCALE OJ JUNCTION BOX n l n PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT SURGE PROTECTIVE DEVICE DUPLEX RECEPTACLE OVERTEMP SWITCH � FUSE LEVEL SWITCH 0 O ---Q— 0 0 0 SELECTOR SWITCH I R PILOT LIGHT - PUSH -TO -TEST TYPE R = RED, W = WHITE, G = GREEN, A = AMBER © CONTROL RELAY f�D TIME DELAY RELAY, TDOD - TIME DELAY ON DEENERGIZATION ICTO - INSTANT CLOSE, TIME OPEN XXX CONDUIT REFERENCE - - - - - - - - - - RIGID CONDUIT IN SLAB OR UNDER GROUND *** wt -n CONTROL POWER TRANSFORMER RIGID CONDUIT EXPOSED UNDER *** CEILING AND ON WALLS - - - -- - G - - - - GROUNDING CONDUCTOR 30" BELOW GRADE 1,3 FIELD WIRING, UON HOMERUN TO PANELBOARD, CIRCUITS 1 & 3 WIRE TERMINAL PFR CONDUIT BENDS TOWARD OBSERVER, COORDINATE LOCATION WITH EQUIPMENT CONDUIT BENDS AWAY FROM OBSERVER, COORDINATE LOCATION WITH EQUIPMENT 01� J FLEXIBLE CONDUIT CONNECTION A - FIXTURE TYPE 'A', SPECIFICATIONS SECTION 265000 PANELBOARD EPx 3OA/3P DISCONNECT SWITCH. X -EXPLOSION PROOF TYPE. M MANUAL STARTER * + 18 UON ** + 4e' UON *** WIRES PER CONDUIT SCHEDULE, OR AS REQUIRED REV I DATE DESCRIPTION APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING I i IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS NORMALLY OPEN NORMALLY CLOSED SYMBOLS DESCRIPTION -� F- QM CONTACT J� DRY -TYPE TRANSFORMER TIMED CONTACT. CONTACT ACTION RETARDED ON ENERGIZATION °1� �, NOT TO SCALE TIMED CONTACT. TDOD-CONTACT ACTION RETARDED ON DEENERGIZATION. ICTO - INSTANT CLOSE, TIME OPEN 0 n l n PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT SURGE PROTECTIVE DEVICE -I F- OVERTEMP SWITCH � FUSE LEVEL SWITCH 0 O ---Q— 0 0 0 SELECTOR SWITCH I R PILOT LIGHT - PUSH -TO -TEST TYPE R = RED, W = WHITE, G = GREEN, A = AMBER © CONTROL RELAY f�D TIME DELAY RELAY, TDOD - TIME DELAY ON DEENERGIZATION ICTO - INSTANT CLOSE, TIME OPEN STARTER ETM ELAPSED TIME METER FUSE wt -n CONTROL POWER TRANSFORMER �I�-- GROUND WIRING BY EQUIPMENT MANUFACTURER, UON - - - - - - - FIELD WIRING, UON - - - �— WIRE TERMINAL PFR PHASE FAILURE RELAY NOTES: ELECTRICAL SYMBOLS -SINGLE LINE DIAGRAM DEVICE SYMBOL DESCRIPTION XXX CONDUIT REFERENCE QM UTILITY METER NORMALLY OPEN DRY -TYPE TRANSFORMER � � �i0 � 3P CIRCUIT BREAKER, 30A -CONTINUOUS CURRENT RATING 3P - 3 POLE MCP -MOTOR CONTROL PROTECTOR NOT TO SCALE MOTOR, 5 HORSEPOWER If— GROUND SPD SURGE PROTECTIVE DEVICE -I F- CONTACTOR � FUSE LCI DISCONNECT SWITCH �- CONTROL POWER TRANSFORMER CURRENT TRANSFORMER GENERATOR RECEPTACLE STARTER UTILITY CONTACTS COMPANY: PG&E ADDRESS: 4101 WIBLE ROAD BAKERSFIELD, CA. 93313 CONTACT: SCOTT GUERRERO TEL: (661) 398-5931 1. NOT ALL SYMBOLS AND OR ABBREVIATIONS INCLUDED IN THIS SHEET ARE NECESSARILY USED IN THIS PROJECT. 2. WHERE CONDUIT IS NOT CALLED OUT WITH A CONDUIT REFERENCE, AND WIRE QUANTITY IN CONDUITS IS NOT SHOWN, PROVIDE #12 WIRES, QUANTITY AS REQUIRED, INCLUDING GROUNDING, UNLESS OTHERWISE NOTED, OR UNLESS CONDUIT IS LABELED 'CO' IN WHICH CASE CONDUIT SHALL BE PROVIDED WITH PULL ROPE FOR FUTURE INSTALLATION OF CONDUCTORS. 3. CONDUIT STUB -UPS SERVING EQUIPMENT SUCH AS MOTORS SHALL BE LOCATED AS CLOSE TO THE EQUIPMENT AS PRACTICABLE. EXTEND STUBBED -UP CONDUITS TO HEIGHTS THAT WOULD LIMIT FLEX CONDUIT LENGTHS TO 5 FEET. USE UNISTRUT SUPPORTS FOR THE STUBBED -UP CONDUIT AS REQUIRED BY NEC. 4. RECORD DRAWINGS SHALL SHOW OFFSET DISTANCES OF UNDERGROUND CONDUITS FROM FIXED ABOVE -GRADE OBJECTS SUCH AS FENCES, BUILDINGS, OR FROM UNDERGROUND MAJOR PIPING. PT PARSEKH L. TOPJIAN REG NUMBER EXP DATE DD E 012845 09/30/14 AJR SEPT. 2013 CADD STANDARDS 60282923 AECOM MARA 44SUNOM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com F> N ELECTRICAL ABBREVIATIONS A AMPERES, ANALOG AC ALTERNATING CURRENT AICS AMPERES INTERRUPTING CAPACITY, SYMMETRICAL BC BARE COPPER C CONDUIT D CB CIRCUIT BREAKER CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER ELEV ELEVATION ETM ELAPSED TIME METER EXIST EXISTING F FLUORESCENT FIT FLOW TRANSMITTER FLEX FLEXIBLE G, GND GROUND H HEIGHT HOA HAND OFF AUTOMATIC HP HORSEPOWER KVA KILOVOLT -AMPERE KW KILOWATT LIT LEVEL INDICATOR TRANSMITTER IQ MCC MOTOR CONTROL CENTER MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER NTS NOT TO SCALE 0/H OVERHEAD OL'S MOTOR OVERLOAD CONTACTS PB PUSHBUTTON, PULLBOX PH PHASE SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD TSP TWISTED SHIELDED PAIR IB�NP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT W WATT, WIRE WP WEATHERPROOF XFMR TRANSFORMER CONFORMED SET Gciy CITY RECORDS NO.: B AK ,(� SEWER LIFT STATION REHABILITATION 1 � \WCO OR'l �1� E-0 1 f CITY OF r SHEET BAKERSFIELD 1 19 t'�, ELECTRICAL LEGEND AND ABBREVIATIONS OF 33 SHEETS 9LI F 0 S-2520 6 7 8 a N O d - O N 03 O D N Cl I W 6 E 0 z 0 O J C.7 3 � O+ O M W I p o21 �N N 01 �a N 0 �o o U o� o� 0 0 000 0 0 Q)CD 0 L 0 N N J W U � 1 2 3 4 5 6 7 8 0 N e - N ❑A 9 = REMOVABLE BOLLARD (TYP. OF 6) N PUMP TERMINATION PANEL ❑ ALUMINUM COVER DI z1z 0 5' 10' D CKT 1,5 TO PANELBOARD 2❑ i ID -1 CORROSIVE & CLASS I, DIV. 1;"_ WITHIN SPACE BELOW COVER TWIST TIMER _ <-� w _1 A� l - I _._ �, `- L100 - - -- — �- P18 X ; ♦ `� ---- I--£ ' SLEEVE IN SLAB, SEAL , B 10 WITH NON -HARDENING - SEAL ,. �� X " I ( P1 1A P12A A_110A ( (TYP. OF 3) Al 1A Al 2A D1 10A �1 7 A110A C\ \ , ` P11 P12 A11 Al2 EF -2 A110 D110 I _.._..t 4wo £J i; �� ........_. P1 3A P14A Al 30A A 13A Al 4A D 130A SF -1 X r2 ❑3 VIEW 1 ,5 _ { I J -BOX, CLASS 1, DIV. I I n VIEW � \� 1 PUMP TERMINATION15 i E -os PANEL (TYP.) \ '9 NEW PUMP �= I £ AND PIPING I y l ` B P13 P14 �� ii �� , EXIST \ / / A13 A14 \ i i i _. _ -- 1-: 4 ;._ -_ I �, ;.._ _ F __ . wW w �:.. B A130 D130 A A\ �� 11 ; ._ / 4 �'_. �i �i �i " W A 01 �/ - f ... _i h rn �� .moo 1'5 //�/ ,F O 3] '-- 15,17 C-#1 GND5 //'v GROUND K5 ❑W �� WELL ' II STORAGE SHADE F16] �� I SHED STRUCTURE, r_------ -_1 -__.t_ ----� #4/0 BC EXIST. SEE DWG S-06 G G G G CONCRETE XFRMR �y SECTIONKO'A SCALE: 1/4" = 1'-0" NOTES: Q �� 12 ENCASED F181 12'1 14 ( GROUND �❑1 DEMOLISH EXISTING LIGHTING SYSTEM. DEMOLISH ALL Fil PROVIDE 3 FIXTURES SIMILARLY ON OPPOSITE WALL.[16] MOUNT 3 FLUORESCENT FIXTURES TYPC C V ELECTRODE '- EXPOSED CONDUITS. (NOT SHOWN). UNDER SHADE IN FRONT OF MCC FRONT H TO BE LOCATED AT SAME LOCATIONS OF FIXTURES TO BE PANEL. PROVIDE NECESSARY Ij �- ANTENNA 17 WR - ---- IWP 1-C-#1 GND ❑ CONDUITS & 0 ` _._ __ ._. _ ------ -- -- ---- ---J 2 PROVIDE EYS TYPE CONDUIT FITTING PRIOR TO LEAVING WELL. DEMOLISHED. WIRING. ❑ � 4 ?'�� _ _ _ INTERCEPT EXISTING SERVICE CONDUIT WITH PG&E -APPROVED 17 �� T ❑3 EXISTING MCC DEMOLISH. F1_11 ❑ 2 C - AN ENNA CABLE TO RADIO ANTENNA. 1 ICP 2 DS MCC -1 2 K�6� GROUND PULLBOX. SEE DETAIL 2/N-05. �4 EXISTING SERVICE METER BOX - DEMOLISH. Z N-04 E-02 P02 P03 E-02 E -os ROD [12] 3 -GANG LIGHTING SWITCH. ONE SWITCH TO CONTROL WELL 18 SEE DETAIL C/S-05 FOR PLACEMENT OF I• Ifl TEMPORARY UNDERGROUND FEEDER TO BE CONNECTED TO LIGHTING, THE SECOND TO CONTROL AREA LIGHTING, AND THE GROUND ELECTRODE. THIRD TO CONTROL LIGHTING OF MCC SUN -SHADE. Q EXISTING SERVICE DISCONNECT 2Y"#3/0,#4GND A PLAN 6 D130 AGAINST OPPOSITE WALL. Fco3 FROM STORAGE SHED. LIGHTING & RECEPTACLE IN SHED BY SCALE: ," 5' - OTHERS. CONFORMED SET Q = F71 A130A AGAINST OPPOSITE WALL Q1 14 LOCATE ANTENNA MAST TO AVOID EXISTING SEWER DISCHARGE LU F8_1 EXPLOSION PROOF RECEPTACLE. PROVIDE SIMILARLY ON PIPE OPPOSITE WALL. F15] INTERCEPT EXISTING AREA LIGHTING CKT & EXTEND TO NEW MCC. Q CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN Q�OF SS/p� �o � r tea` �� p v F � a� 9 Z BAKLL �� - � `��o�oaarEa �� CITY 1 I O F -�► SEWER LIFT STATION REHABILITATION DRAWING E-03 6 5 DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 SHEET 4 I I w No. 012845 Z m oc n AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 t- d BAKE RS F I E LD 21 W CHECKED BY PROJECT NUMBER 3 AJR 60282923 *P• 9/30/12 * Bakersfield, California 93309 2 IF NOT ONE INCH ON T 661.325.7253 F 661.395.0359 ��I,IF ELECTRICAL PLAN AND SECTION OF 33 SHEETSLij THIS SHEET, ADJUST SCALES ACCORDINGLY ,lTIc WKt�P��\P pF CAL\ www.aecom.com OR�� (0 10/21/13 REVISED PER ADDENDUM N0. 1 JTN DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 REV DATE DESCRIPTION APPR 1 21 3 7 4 5 67 7 8 w J O U� d inco O Ln I p MO NCD m N N 00 N N LaJ O � `D a n � CI SII 2 3 L� L 7 8 9 10 11 12 13 14 B 15 16 17 18 19 20 21 22 M PfR 480-120V, CPT JTROL VER ON 23 24 E STURE RM ?1 OR HIGH P FAI L CR1 41 READY TO - y M 42 I--QRUN TO ---- AR1 43 MOISTURE El ALARM TO SPARE F3] SPARE F41 50 ---- AR2 FAIL TO 51 --� OL 52 SUFFIX MATRIX PUMP CRxx CRyy TDyy 1 CR11 CR12 N/A 2 CR11 N/A TD12 3 CR21 CR22 N/A 4 CR21 N/A TD22 NOTES: FilTEMPERATURE &LEAKAGE SENSOR. (SUPPLIED BY PUMP MANUFACTURER TO BE INSTALLED IN STARTER CUBICLE). IF SEPARATE SENSORS FOR TEMPERATURE &LEAKAGE ARE PROVIDED, CONTROL SCHEMATIC SHALL BE ADJUSTED ACCORDINGLY, AND ADDITIONAL CONTROL WIRES SHALL BE PROVIDED AS APPLICABLE AT NO EXTRA COST. 2 INTRINSICALLY SAFE RELAY. ❑3 SPARE RELAYS TO HAVE 2 NC AND 2 NO CONTACTS. ALL CONTACTS SHALL BE WIRED TO TERMINALS. �4 SPARE RELAY TO HAVE i NC AND 1 NO CONTACT. ALL CONTACTS SHALL BE WIRED TO TERMINALS. �5 APPLIES TO PUMPS 1 & 3. ❑6 APPLIES TO PUMPS 2 & 4. SYMBOLS (THIS DWG. ON * ICP -1 ♦ DOOR MOUNTED LIFT PUMPS LP -1, 02, 03, 04 r COM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com 1 2 3 El 11 12 13 i[9 ik, ILO 20 21 22 23 24 L N COMMON CONTROLS 19 12,15,32,33 13,34 35 BACKUP STARTED LOW LEVEL SHUTDOWN 16,31 20,23,42,43 21,44 45 BACKUP STARTED LOW LEVEL SHUTDOWN 24,41 CR13 31 - - ICP -1 LOW LEVEL LZJ- - SHUTDOWN CR11 32 - -` PUMP 1 STARTER PUMP SHUTDOWN CR11 33 ---- PUMP 2 STARTER PUMP SHUTDOWN CR12 34 H PUMP 1 STARTER PUMP START TD 12 35 PUMP 2 STARTER PUMP START CR23 41 i--$ - - ICP -1 LOW LEVEL - - -- SHUTDOWN CR21 42 ---- PUMP 3 STARTER PUMP SHUTDOWN CR21 43 -$ - - PUMP 4 STARTER PUMP SHUTDOWN CR22 44 Eg- - - y PUMP 3 STARTER PUMP START 45 � 0 0 TD22 ,. PUMP 4 STARTER PUMP START 7 O CL Z O Q CONFORMED SET Uj 2 � 1 � 6.) CITY RECORDS NO.: DRAWING LL SEWER LIFT STATION REHABILITATION E-04 CITY OF SHEET BAKERSFIELD 22 W CONTROL SCHEMATIC DIAGRAMS OF 33 SHEETS (1 OF 2) S-2520 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT PARSEKH L. TOPJIAN 6 DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 i CHECKED BY AJR PROJECT NUMBER 60282923 2 1 DATE SEPT. 2013 CADD STANDARDS AECOM REV DATE DESCRIPTION APPR 1 2 3 r COM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com 1 2 3 El 11 12 13 i[9 ik, ILO 20 21 22 23 24 L N COMMON CONTROLS 19 12,15,32,33 13,34 35 BACKUP STARTED LOW LEVEL SHUTDOWN 16,31 20,23,42,43 21,44 45 BACKUP STARTED LOW LEVEL SHUTDOWN 24,41 CR13 31 - - ICP -1 LOW LEVEL LZJ- - SHUTDOWN CR11 32 - -` PUMP 1 STARTER PUMP SHUTDOWN CR11 33 ---- PUMP 2 STARTER PUMP SHUTDOWN CR12 34 H PUMP 1 STARTER PUMP START TD 12 35 PUMP 2 STARTER PUMP START CR23 41 i--$ - - ICP -1 LOW LEVEL - - -- SHUTDOWN CR21 42 ---- PUMP 3 STARTER PUMP SHUTDOWN CR21 43 -$ - - PUMP 4 STARTER PUMP SHUTDOWN CR22 44 Eg- - - y PUMP 3 STARTER PUMP START 45 � 0 0 TD22 ,. PUMP 4 STARTER PUMP START 7 O CL Z O Q CONFORMED SET Uj 2 � 1 � 6.) CITY RECORDS NO.: DRAWING LL SEWER LIFT STATION REHABILITATION E-04 CITY OF SHEET BAKERSFIELD 22 W CONTROL SCHEMATIC DIAGRAMS OF 33 SHEETS (1 OF 2) S-2520 O N 00 0 0 w E a z 5 a J 3 Ln O w 0 N N CLN U a � �a o., Q� 0 o21 oN � I o01 .o Q N O a O LD, N � I 0 o� 6� J O U In d - L 00 n O O CD Ln M O N O M N N 00Lj N LJ O 0 a 1 2 3 4 5 6 7 8 120V CKT6 44080V M TT -1 TWIST TIMER ED - - 1 480-12OV, CPT ON-OFF O 60 MIN �3 2 W CONTROL _� POWER ON TT -1 F-11 ----o --- o------ ICTO CR1 ♦ HAND OL TD -1 4 M 8,12 CR1 I X00 TD I OFF 5 0 0 5 MIN 10X0 TD -1E ® REMOTE ❑5 ,k --- o------ CR2 6 f 10 -�I-- OOX C R 1© C TDOD I C CR1 7 _AUTO 0 R11 11 OOX SF -1 STARTER Lzi ---- CR1 ♦ ��- - - -� SF -2 ETM NOTES: _ STARTER - -_ - -" El CONTACT CLOSES INSTANTANEOUSLY WHEN TIMER TT -1 ACTIVATED & OPENS M I ♦ WHEN TIMER TIMES OUT. 8 I G RUN F2] CONTACT CLOSES INSTANTANEOUSLY WHEN TD -1 ENERGIZED AND STAYS ON CR2 0 UNTIL 5 MINUTES AFTER TD -1 IS DE -ENERGIZED. L B 120V �. WELL a3 MOUNTED ON SIDE OF MCC. SHALL BE LOCKABLE IN "ON" POSITION. IN "ON" B N CKT1 LIGHTING POSITION, SWITCH SHALL OVERRIDE TWIST TIMER & FANS AND WELL LIGHTING _ _ SHALL BE ON CONTINUOUSLY. IN "OFF" POSITION TWIST TIMER SHALL TURN FANS & LIGHTS ON FOR SET TIME. WHEN TWIST TIMER TIMES OUT, FANS SHALL SHUT DOWN, AND WELL LIGHTS SHALL TURN OFF AFTER 5 MINUTES. CR11 11 E—F21 50 - B - - -- a4 CONTACTS SHALL HAVE 20A RATING. READY TO * LZJ- - -- FAIL TO 5 "REMOTE" FOR EF -2 & SF -1, "AUTO" FOR EF -1 (ODOR CONTROL FAN). O F "CR1" FOR EF -2 & SF -1, "ICP" FOR "EF -1". M Lu) 12 H 0Lzi� RUN TO * ---- OL CL SYMBOLS (THIS DWG. ONLYi ' Z * ICP -1 0 OL 13 1 1 - - ~" OVERLOAD ♦ DOOR MOUNTED Q A FAI L TO CONFORMED SET Q i Lu ODOR & VENTILATION FANS z EF -1, EF -2, SF -1 - I / ♦ ♦ ' CITY RECORDS NO.: DESIGNED BY VERIFY SCALES PT PROJECT ENGINEER PARSEKH L. TOPJIAN Q�oFEss�o �AE L T-iO`F RAxE p�`��o�oRA DRAWING SEWER LIFT STATION REHABILITATION E-OrJ U. BAR IS ONE INCH DRAWN BY ON ORIGINAL DRAWING DD REG NUMBER EXP DATE E 012845 09/30/14 <v� �F'�� ~ � i � a %WWIVI � �o�t� CITY OF -� � SHEET J 4 CHECKED BY PROJECT NUMBER z m No. 012845 ,,, o` AECOM Technical Services, Inc. — U 5001 East Commercenter Dr. Suite 100 C d BAKE RS F I E LD 23 2 IF NOT ONE INCH ON AJR 60282923 * &P• 9/30/12 * �FCfR% ��P Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 �A ARI' 11, �� C' CONTROL SCHEMATIC DIAGRAMS OF 33 SHEETS � THIS SHEET, ADJUST DATE SCALES ACCORDINGLY SEPT. 2013 CADD STANDARDS AECOM '9TH. F�� of CA0 www.aecom.com LII'' ORS (2 OF 2) S-2520 Lu t!) REV DATE DESCRIPTION APPR 1772 3 4 5 1 6 7 18 w 0 N Ln N co C 0 a - p Q M U O O O O� O C/) � I o N 0 O � O L T ( N � I 0 J O 00 U O Ln D I o N O M N N 0 N w O� C° a C IV V1 1 12 3 4 5 6 17 8 ~LL mw p U CONDUIT SIZE CONDUCTORS PER CONDUIT FROM TO REMARKS QT'Y SIZE G N D VOLTAGE: 120/240, 1 -Ph, 3-W AVAILABLE SC (kA): 0.8 KAIC: 10 TOP/ BOTTOM FEED: SEE PLANS LOCATION: MCC P02 2-1/211 3 # 3/0 #4 MS MCC -1 BRKR P03 2-1/2" 3 # 3/0 #4 MS GENERATOR RECEPTACLE A 1 #2 NEUTRAL P11 1" 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 1 LIGHTING - WELL P12 1" 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 1, 1 P13 1" 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 2 P14 1 " 3 #6 #8 MCC -1 PUMP TERMINATION PA NEL 2, 20 1 3 4 P31A 3 #6 #8 PUMP TERMINATION PANEL 1 PUMP LP -01 CABLE PROVIDED WITH PUMP P12A 3 #6 #8 PUMP TERMINATION PANEL 1, PUMP LP -02 CABLE PROVIDED WITH PUMP P13A 1 3 #6 #8 PUMP TERMINATION PANEL 2 PUMP LP -03 CABLE PROVIDED WITH PUMP P14A 3 #6 #8 PUMP TERMINATION PANEL 2, PUMP LP -04 CABLE PROVIDED WITH PUMP P16 3/4" 3 #12 #12 MCC -1 FAN EF -1 P17 3/4" 3 #10 #10 MCC -1 FAN SF -1 P18 3/4" 3 #10 #10 MCC -1 FAN EF -2 SPARE FAN - MCC All 3/4" 2 #14 #14 MCC -1 PUMP TERMINATION PANEL 1 12 Al2 3/4" 2 #14 #14 MCC -1 PUMP TERMINATION PA NEL 1 A13 3/4" 2 #14 #14 MCC -1 PUMP TERMINATION PANEL 2 20 A14 3/4" 2 #14 #14 MCC -1 PUMP TERMINATION PANEL 2 SPARE LIGHTING - SHED A11A 20 (REMARKS) 15 PUMP TERMINATION PANEL 1 PUMP LP -01 TEMP &LEAKAGE SENSOR) CABLE PROVIDED WITH PUMP Al2A (REMARKS) PUMP TERMINATION PANEL 1 PUMP LP 0)LEAKAGE SENSO SENSOR) CABLE PROVIDED WITH PUMP A13A (REMARKS) PUMP TERMINATION PANEL 2 PUMP LP 03(TEMP &LEAKAGE SENSOR) CABLE PROVIDED WITH PUMP A14A 1 20 (REMARKS) PUMP TERMINATION PANEL 2 PUMP LP 04(TEMP &LEAKAGE SENSOR) CABLE PROVIDED WITH PUMP SPARE SPARE 20 1 1 19 20 1 20 A110 3/4"CO (REMARKS) SPARE MCC -1 PUMP TERMINATION PANEL 1 CABLE PROVIDED WITH INSTRUMENT A130 3/4"CO (REMARKS) MCC -1 PUMP TERMINATION PANEL 2 BLE PROVIDED WITH INSTRUMENT A110A TOTAL VA (Even Ckts)/ PH TOTAL VA (All Ckts)/ PH + 25% OF CONTINUOUS LOADS/ PH (REMARKS) PUMP TERMINATION PANEL 1 LT -110 A130A (REMARKS) PUMP TERMINATION PANEL 2 LT -130 25% OF ALL CONTINUOUS LOADS = VA, TOTALS +25% OF CONTINUOUS LOADS = OVA AVERAGE AMPS/PH= OA NOTES AVERAGE: VA / PH= OVA - VA SUMS AND AVERAGES ARE ROUNDED TO THE NEAREST: 10 VA. - QUANTITIES IN 'QTY' COLUMN, IF ANY, INDICATE NUMBER OF POWER CONSUMING OUTLETS CONNECTED TO THE RELEVANT CIRCUIT. -'M'IN THE `NOTES.' COLUMN' INDICATES THAT RELEVANT BRANCH BREAKER IS USED AS THE MAIN BREAKER OF THIS PANEL. -'k IN THE 'NOTES' COLUMNS, IF USED, INDICATES THAT LOAD IN THAT CIRCUIT IS CONTINUOUS: NUMBERED NOTES (NOT USED) D110 3/4" 6 #14 #14 MCC -1 PUMPTERMINATION PANEL 1 INCLUDES SPARES D130 3/4" 6 # 14 #14 MCG 1 PUMP TERMINATION PANEL 2 _W -4L P E D110A 2" (REMARKS) PUMP TERMINATION PANEL 1 LS -110A, 110C CABLE PROVIDED WITH INSTRUMENT Dl 30A 2" (REMARKS) PUMP TERMINATION PANEL 2 LS -130A, 130C RH INSTRUMENT L100 1" 6 #12 # 12 MCC -1 TWIST TIMER i /1\ 110/21/13 REVISED PER ADDENDUM NO. 1 RiVT DATE DESCRIPTION CONDUIT SCHEDULE dVERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING I 1 IF NOT ONE INCH ON JTN THIS SHEET, ADJUST SCALES ACCORDINGLY APPR DESIGNED BY PROJECT ENGINEER PT PARSEKH L. TOPJIAN DRAWN BY REG NUMBER EXP DATE DD E 012845 09/30/14 CHECKED BY PROJECT NUMBER AJR 60282923 DATE CADD STANDARDS SEPT. 2013 AECOM Al AlEcom AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com J 0 N NAMEPLATE: PNL-LA FED FROM: )FMR T1 MOUNTING SURFACE ENCLOSURE: SEE SPECS BUS: 100A VOLTAGE: 120/240, 1 -Ph, 3-W AVAILABLE SC (kA): 0.8 KAIC: 10 TOP/ BOTTOM FEED: SEE PLANS LOCATION: MCC MAIN BREAKER (AMPS): MLO / 2P DESCRIPTION LOAD VA u) z >- a BRKR CKT REF BRKR >- C� uj Z LOAD VA DESCRIPTION A B TRIP P P TRIP q B LIGHTING - WELL 20 1 1 2 2 40 M MAIN INCOMING LIGHTING - CANOPY 20 1 3 4 RECEPTACLES - WELL 20 1 5 6 1 20 1 MCC - COMMON CONTROLS LIGHTING - MCC 20 1 7 8 1 20 SPARE RECEPTACLES - MCC 20 1 9 110 1 20 SPARE FAN - MCC 20 1 11 12 1 20 SPARE LIGHTING - AREA 20 1 13 14 1 20 SPARE LIGHTING - SHED 20 1 15 16 1 20 SPARE RECEPTACLE - SHED 20 1 1 117 181 1 20 SPARE SPARE 20 1 1 19 20 1 20 SPARE TOTAL VA (Odd Ckts)/ PH TOTAL VA (Even Ckts)/ PH TOTAL VA (All Ckts)/ PH + 25% OF CONTINUOUS LOADS/ PH TOTAL VA (ALL Ckts)/ PH 25% OF ALL CONTINUOUS LOADS = VA, TOTALS +25% OF CONTINUOUS LOADS = OVA AVERAGE AMPS/PH= OA NOTES AVERAGE: VA / PH= OVA - VA SUMS AND AVERAGES ARE ROUNDED TO THE NEAREST: 10 VA. - QUANTITIES IN 'QTY' COLUMN, IF ANY, INDICATE NUMBER OF POWER CONSUMING OUTLETS CONNECTED TO THE RELEVANT CIRCUIT. -'M'IN THE `NOTES.' COLUMN' INDICATES THAT RELEVANT BRANCH BREAKER IS USED AS THE MAIN BREAKER OF THIS PANEL. -'k IN THE 'NOTES' COLUMNS, IF USED, INDICATES THAT LOAD IN THAT CIRCUIT IS CONTINUOUS: NUMBERED NOTES (NOT USED) PANELBOARD SCHEDULE FBI CI 0 O W 0 Z I�- V W O O I` 1 CONFORMED SET Q LU 04! I` CITY RECORDS NO.: DRAWING LAKLL SEWER LIFT STATION REHABILITATION E-06 `BOOIPORAT �� CITY OF SHEET BAKERSFIELD 24 W I ARrSCHEDULES OF 33 SHEETS LIF O1 41 S-2520 1- _ 1 1 2 I 3 1 4 ( 5 1 6 I 7 18 IC C 0 o� J O 3 `r CD O c) O O cc I (D 00 N O N N C/) I o� U O CD A CD I 00 o= L � � I C 0 13� N _ r -1 O U W �o o� � I 0 M O N s N � 0� N 4J CD CD �Q I� REV I DATE 1 EXISTING SERVICE METER BOX 0 NOT TO SCALE DESCRIPTION APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT PARSEKH L. TOPJIAN REG NUMBER EXP DATE DD I E 012845 09/30/14 BY PROJECT NUMBER AJR 60282923 DATE CADD STANDARDS SEPT. 2013 AECOM EXISTING MCC F3] NOT TO SCALE AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com NOTES: Fil INSTALL TEMPORARY CONDUIT & FEEDER TO FEED NEW SERVICE SWITCHBOARD "DT FROM EXISTING SERVICE. F21 DEMOLISH AFTER TRANSFER OF SERVICE TO NEW SWITCHBOARD "DS". F3 DEMOLISH AFTER TRANSFER OF SERVICE. 5 O N M C O CONFORMED SET �a cry CITY RECORDS NO.: A SEWER LIFT STATION REHABILITATION cN1CITY OF BAKERSFIELD EXISTING • i • mipUllllll rl E-07 25 OF 33 SHEETS S-2520 x 101 ml M CLO N N d O N 00 a 0 00 0 Lu E D z 0 J 3 00 O w O N lf) N o� o .a QCD U O O CD 01 C3 = N O O D O v, Of Of 0 J O CD �o �o N O N N 0 N W O U �Q 1 2 3 4 5 6 7 8 0 N O N GROUND LUG m c 24 MEMBRANE SEAL FITTINGS (Typ.) FOR CONTROL CABLES MEMBRANE SEAL FITTINGS FOR PUMP CABLE D II II D POWER DISTRIBUTION BLOCK 0 0 0 Al w I o 0 o II 0 o 0 o o II D MOTOR TERMINATION AND TERMINAL BLOCKS FOR EACH PUMP CABLE (TYP.) o 0 0 LOUVERS \,. i 0 0 o a a 30 0 r---n� TERMINAL BLOCKS FOR EACH LEVEL SWITCH & o 0 0 o o ' !I II CONCRETE BASE LEVEL TRANSMITTER i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o o a o 0 0 oo� II o 0 o II CONCRETE BASE I I I I I I I I I I �kj (kj �kj �kj �kj I I �kj Cl TERMINATION PANEL - FRONT VIEW CONDUITS TO MCC TERMINATION PANEL - BACK VIEW 3 c SCALE: 1-1/27 = 1" - SCALE: 1-1/2" = 1" - TERMINATION PANEL - INSIDE VIEW K2 SCALE: 1-1/27 = 1" - rl 2 3 (SHOWN WITH DOORS REMOVED) y y Aly GROUND 0 0 I I x 17' x 12" DEEP CONNECTOR o PRECAST CONCRETE B o HANDHOLE WITH CONCRETE 12" B o FINISH GRADE COVER LABELED `GROUND' GRADE 0 TERMINATION PANEL CONSTRUCTION NOTES: < 001. EXTERIOR 14 GA. 304 2D S.S AND INTERIOR 14 GA. o STEEL ELECTRICALLY WELDED AND REINFORCED WHERE o REQUIRED. 0 o GROUND 24' 24" 2. CONSTRUCTION SHALL BE NEMA 3RX. 0 CONNECTOR MIN. MIN. o 3. ALL NUTS, BOLTS, SCREWS AND HINGES SHALL BE o STAINLESS STEEL. V o MOISTURE GRAVEL BASE LU I I BARRIER -TYPE PER SPECS. 4. NUTS, BOLTS & SCREWS SHALL NOT BE VISIBLE FROM O SEALANT OUTSIDE OF ENCLOSURE. I %l) i-Nj 5. PHENOLIC NAMEPLATES SHALL BE PROVIDED AS CL GROUND ROD CONDUIT & WIRE PER PLANS CONDUIT & WIRE PER PLANS GROUND ROD REQUIRED. TO MCC FROM WETWELL 0 izQ V A _ TERMINATION PANEL SIDE VIEW 4 GROUND WELL DETAIL 5 GENERATOR GROUND ROD DETAIL s CONFORMED SET _ SCALE: 1-1/27 = 1" - NOT TO SCALE - NOT TO SCALE - LU Z I, CITY RECORDS NO.: VERIFY SCALES 5 BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY PROJECT ENGINEER PT PARSEKH L. TOPJIAN QRofEss�o V AELBAkE�? DRAWN BY REG NUMBER EXP DATE ti��y�� aAv Fy DD E 012845 0930/14 =' a 9 'z �p� `�COWOR.4 ��'+4 �/ CITY OF r DRAWING SEWER LIFT STATION REHABILITATION E -OS SHEET U. j 4 i CHECKED BY PROJECT NUMBER w No. 012845 z m AECOM Technical Services, Inc. oc 5001 East Commercenter Dr. Suite 100W t7 26 AJR 60282923 * Exp. 9/30/12 * Bakersfield, California 93309 BAKERSFIELD � 2 IF NOT ONE INCH ON c� �. �Q T 661.325.7253 F 661.395.0359 ✓'^2NY 11. c�Ilf P U M P TE RM I NAT I 0 N PANEL &GROUNDING DETAILS OF 33 SHEETS THIS SHEET, ADJUST 1 10/21/13 REVISED PER ADDENDUM NO. 1 JTN SCALES ACCORDINGLY DATE CADD STANDARDS SEPT. 2013 AECOM -, CA �� www.aecom.com 0R��A S-2520 0 REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 7 8 I E a Z 0 0 J 3 0 Z O LnN N a Q U O 0 CD a oN O 0 N O O O o, WN 0 a -- in w� J O 0- C, v, o o� r,)o N O Or N N 00 N N O U O Q 1 2 3 4__T 5 6T 7 8 INTERNATIONAL SOCIETY OF AUTOMATION (ISA) TABLE INSTRUMENT LINE SYMBOLS VALVES & GATES IDENTIFICATION LETTERS PRIMARY PROCESS FLOW —� I-- BUTTERFLY --� �- MOTOR OPERATED BUTTERFLY (MODULATING) FIRST -LETTER SUCCEEDING -LETTERS GATE IV1 SECONDARY PROCESS FLOW, MEASURED OR READOUT OR OUTPUT CONNECTION TO PROCESS K --I �— MOTOR OPERATED BUTTERFLY (OPEN/CLOSE) D INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER FLOW, MECHANICAL LINK --04— KNIFE GATE D A ANALYSIS ALARM OR INSTRUMENT SUPPLY SWING CHECK --- PRESSURE REDUCING REGULATOR B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE 44 a BALL S PNEUMATIC SIGNAL OR C CONDUCTIVITY CONTROL UNDEFINED SIGNAL FOR SOLENOID CONTROL D USER'S CHOICE DIFFERENTIAL PROCESS FLOW DIAGRAMS �— GLOBE S E VOLTAGE SENSOR (PRIMARY ELEMENT) CAPILLARY TUBING ---- DIAPHRAGM 3 -WAY SOLENOID F FLOW RATE RATIO (FRACTION) (FILLED SYSTEM) (� G USER'S CHOICE GLASS, PLUG Q NEEDLE VALVE I— — — ELECTRIC SIGNAL (DISCRETE) H HAND VIEWING DEVICE HIGH ECCENTRIC PLUG � DIAPHRAGM ACTUATED I CURRENT (ELECTRICAL) INDICATE -- — A — -- ELECTRIC SIGNAL (ANALOG, TSP) —�— LUBRICATED PLUG J POWER SCAN PRESSURE RELIEF K TIME, TIME SCHEDULE TIME RATE OF CONTROL STATION — —A3— — ELECTRIC SIGNAL (ANALOG, TST)--D'J--- 3 -WAY GLOBE CHANGE Ell EDUCTOR L LEVEL LIGHT LOW --� �-- BALL CHECK M USER'S CHOICE MOMENTARY MIDDLE, -- �— — DATA COMMUNICATION 1>0=1 MIXER INTERMEDIATE PRESSURE RELIEF VALVE N USER'S CHOICE PLC/RTU INPUT USER'S CHOICE NORMAL BUILDING OR FACILITY BOUNDARY SLUICE GATE C O USER'S CHOICE ORIFICE, RESTRICTIONS PINCH VALVE C P PRESSURE, VACUUM POINT (TEST) SLIDE GATE CONNECTION— —T(�) — MULTI -CIRCUIT ELECTRIC SIGNALS Q QUANTITY INTEGRATE, TOTALIZE ( NUMBER OF SIGNALS ILLUSTRATED IN PARENTHESIS) R RADIATION RECORD INSTRUMENT ABBREVIATIONS I-5_ S SPEED, FREQUENCY SAFETY SWITCH 01 LOGICAL OR HARDWIRE SIGNAL NUMBER T TEMPERATURE TRANSMIT (SHOWN SIGNAL "01 " ORIGINATED AL ALARM OOR ON -OFF -REMOTE U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION IN DWG. 1-5) AC ALTERNATING CURRENT O OPEN V VIBRATION, MECHANICAL VALVE,DAMPER 01 (-5 LOGICAL OR HARDWIRE SIGNAL NUMBER Al ANALOG INPUT 00 ON-OFF ANALYSIS LOUVER (SHOWN SIGNAL "01" SENT AO ANALOG OUTPUT OOA ON -OFF -AUTO W WEIGHT, FORCE WELL TO DWG. 1-5) AM AUTO -MANUAL ORO OFF -RESET -ON X UNCLASSIFIED X AXIS UNCLASSIFIED(*) UNCLASSIFIED(*) UNCLASSIFIED(*) AMR AUTO -MANUAL -REMOTE OC OPEN-CLOSE AVG AVERAGE OSC OPEN -STOP -CLOSE Y EVENT, STATE OR Y AXIS RELAY, COMPUTE PRESENCE CONVERT OSCR OPEN -STOP -CLOSE -REMOTE BW BACKWASH OCA OPEN -CLOSE -AUTO Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED ACTUATORS OR OPERATORS CA COMMON ALARM P/A PULSE TO ANALOG CONTROL ELEMENT C CLOSE PF PULSE FREQUENCY CCC CENTRAL CONTROL CENTER PD PULSE DURATION B CL CHLORINE PID PROPORTIONAL -INTEGRAL -DERIVATIVE M MOTOR (OPEN/CLOSE, START/STOP) CP CONTROL PANEL PLC PROGRAMMABLE LOGIC CONTROLLER B PS DC POWER SUPPLY INSTRUMENT IDENTIFICATION DC DIRECT CURRENT P&ID PROCESS & INSTRUMENTATION DIAGRAM � S SOLENOID DI DISCRETE INPUT DO DISCRETE OUTPUT PRV PRESSURE RELIEF VALVE PRPRV PRESSURE REDUCING -PRESSURE as - FIRST LETTER ETM ELAPSED TIME METER RELIEF VALVE LU bb -SUCCEEDING LETTERS PUMPS & COMPRESSORS PRIMARY ELEMENTS RIOP REMOTE I/O PANEL b HOA HAND -OFF -AUTO aabb yy - LOOP NO. MODIFIER (USED WITH TWO RSP REMOTE SET POINT ILLUMINATED HANDSWITCH HLO HIGH -LOW -OFF Z xxyy OR MORE INSTRUMENTS HAVING THE SAME RTD RESISTANCE TEMPERATURE DETECTOR FUNCTIONAL LOOP IDENTIFICATION HL HIGH -LOW SUBMERSIBLE PUMP SUBMERSIBLE LEVEL SENSOR HLOR HIGH -LOW -OFF -REMOTE RTDI RTD INPUT MODULE I� U W xx -LOOP NO. RTU REMOTE TERMINAL UNIT I/O INPUT/OUTPUT O SCS SUPERVISORY CONTROL STATION COMPRESSOR / BLOWER LL LOCAL LEVEL SS START -STOP FIELD MOUNTED _ PLC--- 01< LP LOCAL PRESSURE SP SET POINT 0(PROGRAMMABLE CL Z INSTRUMENT LOGIC CONTROLLER) LR LOCAL -REMOTE TSP TWISTED SHIELDED PAIR LOS LOCK -OUT -STOP LOR LOCAL -OFF -REMOTE TST TWISTED SHIELDED TRIAD Q I� A _ REAR OF PANEL MOUNTED SCS LPU LINE PROTECTION UNIT TURB TURBIDITY INSTRUMENT CONTROL STATION) TPC TIME PROPORTIONAL CONTROL (SUPERVISORY LCP LOCAL CONTROL PANEL TOT TOTALIZATION m MCC MOTOR CONTROL CENTER TEMP TEMPERATURE CONFORMED SET i FRONT OF PANEL MOUNTED I> INTERLOCK MCS MASTER CONTROL STATION INSTRUMENT MODEM MODULATE -DEMODULATE � OIC OPEN -INTERMEDIATE -CLOSED OSCA OPEN -STOP -CLOSE -AUTO 0 0> ROTAMETER CITY RECORDS NO.: VERIFY SCALES DESIGNED BY Gy PROJECT ENGINEER GERARDO YNIGUEZ Q�oFEss�o YHA Hai �� E�� Rl'OR4, SEWER LIFT STATION REHABILITATION DRAWING N_01 LL ® ComQA�00 6 5 DRAWN BY REG NUMBER EXP DATE BAR IS ONE INCH ON ORIGINAL DRAWING ,app U" �/► CITY O J 4 SHEET 27 MG E17017 09/30/13 wK No. E17017 „� a * * AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 d BAKE RS F I E L D � W CHECKED BY ES PROJECT NUMBER 60282923 IF NOT ONE INCH ON SHEET, ADJUST ��P FF� T 661.325.7253 F 661.395.0359 AxY , INSTRUMENTATION LEGEND AND SYMBOLS OF 33 SHEETSTHIS DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 ACCORDINGLY R� CAF www.aecom.com i ALIR LLJSCALES () REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 a Ln 0 a N O Z E 0 z 0 J 3 N 0 Z 0 N Ln N 0 O p o01N .o.Q N 0O 00 �N 0l 0 C� J O U Ln L CC) ti O O CD �o N O N N 00 N N W O C? c0 Q N � m °'i '151 Ln U N i vi .. 0 X 1 2 3 4 5 6 7 8 _.... _......... CITY OF BAKERSFIELD SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA) SYSTEM (LOCATED AT CITY HALL) D � D I SCADA SERVER O1 { f � � yy}� xMmM� E — FIREWALL &] INTERNET -- E i I ! MODEM REMOTE ACCESS COMPUTER i �---SERIAL IEE€ i iE C MEDIA CONVERTER C i j ('WIRELESZ) .......__.. BROADBAND __...__._ _ ___ B SYMBOLS B I DIRECTIONAL ANTENNA O SERIAL OMNI -DIRECTIONAL ANTENNA MASTER MEDIA W MOBILE REMOTE RADIO CONVERTER BROADBAND RADIO Z ROUTER SERIAL LEGEND PLC -1 — — — — — — — HARDWIRE W TIELECOMM DIV. REPEATER OPERATOR PS CPU lio-----.- -- -- -.-- --- -- ---" - - FIBER OPTIC RADIA � IX INTERFACE I Q. NOTES ETHERNET O TO BE MODIFIED BY CONTRACTOR. ADD LIFT SWITCH ETHERNET STATION DATA TO EXISTING SCADA HMI. Q AKELSO PK. SITE 1CP"1 CONFORMED SET LIFT STATION Q Uj G1 CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ORIGINAL DRAWING DESIGNED BY GY PROJECT ENGINEER GERARDO YNIGUEZ Q�oFEssia QA�� o: � W "°. E,70,7 "' sAx �� SEWER lfP ORAD@ON CITY OFMG " BAKERSFIELD LIFT STATION REHABILITATION DRAWING N-02`app I� � ® �e® AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100IF DRAWN BY REG NUMBER EXP DATE E17017 09/30/13 SHEET28CHECKED JREV BY PROJECT NUMBER NOT ONE INCH ON SHEET, ADJUST ES 60282923 * * Bakersfield, California 93309COMMUNICATIONS 661.325.7253 F 661.395.0359 � ��'�.tHY 11. BLOCK DIAGRAMOF 33 SHEETSTHIS DATE SEPT. 2013 CADD STANDARDS AECOM 5-2520 SCALES ACCORDINGLY IT qTF F CAL www.aecom.com F 0 R� DATE DESCRIPTION APPR 1 2 3 7 4 5 6 7 8 Q CD 0 I 0 N 0 DD C.% 0 0 M O 1 J, E Z 0 0 T J 3 O z O N N N 4-3 COMBINED INDIVIDUAL SEQUENCE SEQUENCE COMBINED INDIVIDUAL AR 191 H 110A ALL AH 110C 130A ALL 130C LIR 110 LIR HS YIR YIR AR AR HS YIR FIR AR AR HS YIR FIRR HS YIR YIR YAR AR 130 111 111A 1116 111C 141D 121 121A 1216 121C 141D 131 131A D 141 141A 1416 141C 141D YIR HS HS 156 151A 151B LIK LIK AR AR 153A 153B 198A 1988 SCS I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SSP &SP I.----------------------------------T-----1--T--- --- I-------------T---I---t ---1�—�--t----I--t---fi�—y---I---fi---I----fi�—t---t--� I I (8) I (8) I I I I I I I I I I I I S I I I I I S I I I I I S I I I I I S I I I I I II I I I-----------------------------1-----rT-1— I I 4 I 4 4 I I 4 I I I PUMP CONTROL LOGIC I — I--- j I I I I p p I I I I I I I I ---J-------__-- I p I I I ---------------4-----I---4-----I---------I----I---}---I---I----I---I---►---I---t---}-- I I I I I I I I I I I I I i I I I I i I I I I I I }---f---}---I--4---t----I--4----A-- --------------------f--� DI Y_N 191 I I I DI DI DI W_ Y_N Y_N 192 193 194 I DI Y_N 110A I I DI DI Y_N Y_N 110C 130A I DI Y_N 130C I Al LN 110 I I I I I I I I I I I I I I f I I I t I I Al DO DI DI DI DI DO DI DI I DI DI DO DI DI DI DI DO DI DI DI DI LN W Y_N Y_N Y_N Y_N W Y_N Y_N Y_N Y_N W Y_N Y_N Y_N Y_N W Y_N Y_N Y_N Y_N 130 111 111A 1116 111C 141D 121 121A 1216 121C 141D 131 131A 1316 131, 141D 141 141A 1416 141C 141D I DI YN 156 DI DI Y_N Y_N 198A 1986 PLCQ I I I I I I I I I I I I I I I I I I I I I +-- I -_------- -'I POWER IPUMP ABNORMAL UPS I I I I I START �CAL+EADY�RUN ¢FAIL �-CAL+EADY�RUN ¢FAIL i -<v> ?-CAL+EADY¢RUN FAIL i<v> T-CALLiREADY¢RUN FAIL i<v> I I ¢ �r COMBINED t -ON J> -ALARM BATT p pI Loss FAIL LEVEL C C I I i I I i I I PUMP LP -01 I I PUMP LP -02 l i PUMP LP -03 I PUMP LP -04 I O HI WET HI HI HS DIALERQ — — PIT LEVEL — — — ----_--- — — — — — — — COMMON CONTROLS 0 I I MCC 156 UPS 0 MONITOR I I CONTROL 3 A A MODE I I �-- �--_�--_—� I I I I I TO FORCED MAIN I I STOP LP I -J----------a--------- p p I I -03 & LP -04 I I p I I I I I I I STOP LP -01 I p I I I I t & LP -02 I I I I I p I I p i I I I I I I I I I t I I I I I I I p I I I I I I I I I I I I I I I M I I j B SH 11oA I j I p I I � � I I I I I I Bi FLOAT I I LT 110 I PUMP LP -01 p I SWITCH SL I I M O 11oc I I I I I l i WET PIT N0.1 I I � op FLOAT I I I I W SWITCH � I i i I I I I NOTES I I0 PUMP LP -02 SEWER INFLUENT I I I i i 1. PROVIDE AN INTRINSIC SAFETY BARRIER —�— FOR ALL SIGNALS ROUTED TO AND FROM WET PITS NO.1 AND NO. 2. V W I I I ) SH 130A i I I CO2 I I LOCATED IN ICP -1. IXIX FLOAT I I ( M I < LOCATED IN MAIN SERVICE SWITCHBOARD SWITCH SLL 130C „MS�1_ Z FLOAT I I WET PIT N0.2 O LOCATED IN MCC. SWITCH I I < MOISTURE ALARM Q �z L > I PUMP LP -03 p p J 'A M CONFORMED SET m i w > / PUMP LP -04 617 LT 130 CITY RECORDS NO.: 6 DESIGNED BY PROJECT ENGINEER VERIFY SCALES GY GERARDO YNIGUEZ ` Q�OfESSlp VO �— N/ DRAWING SAKE( SEWER LIFT STATION REHABILITATION N-03 Q) 5 BAR IS ONE INCH DRAWN BY REG NUMBER ON ORIGINAL DRAWING EXP DATE �tc,Q` OOWFORA/�'p�4)� f CITY OF SHEET 4 MG E17017 09/30/13 1 CHECKED BY PROJECT NUMBER w No. E17017 m o: �d AECOM Technical Services, Inc. d 5001 East Commercenter Dr. Suite 100 BAKE RS F I E LD 29 2 IF NOT ONE INCH ON ES 60282923 * F�fCTR1CP�c��P Bakersfield. California 93309 T 661.325.7253 F 661.395.0359 U� MU4RY °R��P LIFT STATION P& I D1OF 33 SHEETS 11 1 W 3 I 1 THIS SHEEP, ADJUST CADD STANDARDS SCALES ACCORDINGLY DATE SEPT. 2013 AECOM F OF Cpl\F� www.aecom.com LIQ 0 S-2520 (!j i REV DATE DESCRIPTION 27 APPR 3 4 5 6 7 _ - - a O N O I z J O L � in O O C) fl) O N O C'4 N OD N N W O U Q �o m a'i 0 -61 N U N i cn .. C1 X 1 2 3 4 5 6 7 8 SCHEDULER MODE TIMER S KIK YIR YIR AR YIR AR YIR AR AR AR KIK E201 201A 2016 201A 201B 201C 211A 211B 213A 2136 190 197 SCS I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I i I I I WATCHDOG I I I I I I I I TIMER I I I I I I I I I I I I I I I I I I KY I I I I I I I l 999 I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I i I I I I I i I I I DO DI DI DI DI DI I DI DI DI DI DO YY Y_N Y_N Y_N Y_N Y_N Y_N Y_N Y_N Y_N YY 201 201A 2016 201C 211A 211B 213A 2138 190 197 999 PLC Q I I I I I I I I i I I I I I I I I I I I I I I I I -CALL READY ¢-RUN ¢-FAIL ¢-RUN FAIL RUN FAIL O C I I I I I I i I T -SURGE Y 9999 C I ( O PLC FAIL FAN EF -1 CP FAN EF -2 CP FAN SF -1 CP SURGE ZS 197 PROTECTIVE DEVICE ICP -1 2 INTRUSION I I -r------ I I I I 900 OOA HS HS 2106 210A I i TWIST TIMER KIK 210A 4 I I B I B I I I I I I O M M M 00W NOTES O O LOCATED AT ICP -1. FAN EF -1 FAN EF -2 FAN SF -1 2> LOCATED IN MAIN SERVICE SWITCHBOARD Z U W "MS". O LOCATED AT THE MCC. Q. O LOCATED AT THE WET WELL HATCH. I Z O LOCATED IN WET WELL. 0 Q A CONFORMED SET Q X Z O CITY RECORDS NO.:� DESIGNED BY PROJECT ENGINEER DRAWING AE VERIFY SCALES BAR IS ONE INCH GY GERARDO YNIGUEZ Q(tOFESS/p �0 YH B A K p�`�1101WORA' I I SEWER LIFT STATION REHABILITATION N-04 N DRAWN BY REG NUMBER EXP DATE 5 ON ORIGINAL DRAWING MG E17017 09/30/13 ht� QS' � � CITY OF CITY oC SHEET 4 W No. E17017 �, * * AECOM Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 U BAKE RS F I E L D �# 30 W 3 CHECKED BY ES60282923 PROJECT NUMBER 2 IF NOT ONE INCH ON THIS SHEET, ADJUST �R1��P -9pF�fCT F T 661.325.7253 F 661.395.0359 CA�^t��RY,��NQ, IF, Ug MISCELLANEOUS EQUIPMENT P & I D OF 33 SHEETS I 1 1 DATE CADD STANDARDS SCALES ACCORDINGLY SEPT. 2013 AECOM OF CA� � FO www.aecom.com S-2520 F0 REV DATE DESCRIPTION APPR 1 2 3 4 5 6 77 8 0 N 00 0 3 0 O Z 0 N N N EnN CL _a I CL Q CD U O O O� O N c I oo' Q N O a O L a� � N C: I 0 _1 O 00 C) �o o� to M O N O N N 0� N W O CD �Q i a� 1 2 3 4 5 6 7 8 36" 24" NEMA 4X ENCLOSURE LED LAMP POWER SUPPLY, CIRCUIT BREAKER —INTRUSION SWITCH AND RECEPTACLE I NAMEPLATE WITH D I "ICP -1" ENGRAVING D 4 "PLC FAIL" INDICATING LIGHT -� nFF 77 ��— PLC I (I I I I OPERATOR INTERFACE I L4 RADIO _j MINIMUM 5" BENDING RADIUS "CONTROL MODE" SURGE SWITCH U -BOLT BRACKET (2 REQ'D) PROTECTION HAND UNIT IANTENNA CABLE ti I DIALER n 3 -POINT I ( LOCKABLE /YAGI HANDLE ANTENNA IMOBILE 20' STEEL POLE BROADBAND ROUTER ( FOLDING SHELF Lj_ FIELD U wile ftft TERMINALS I 1/2"C-#4GND TO GROUND LUG IIN POLE BASE I DATA POCKET HEX NUT, LEVELING NUT I C C AND WASHERS IBOLT COVER I POLE BASE PLATE I3" MORTAR REAR Li 1" x T ANCHOR BOLTS ••N SUB -PANEL SWING -OUT _ 4 SUB -PANEL �ZJ014HINGE 0 FINISHED GRADE SECURE TO CONCRETE (4) PLACES SST HARDWARE INSTRUMENT CONTROL PANEL (ICP) LAYOUT NO SCALE – ELECTRICAL CONDUIT(S) TO ICP !f4' PVC -COATED RIGID a GALVANIZED STEEL d Q, 644 REBAR VERTICAL REINFORCEMENT GROUND ROD FLOAT SWITCH INTEGRAL TO MCC 3500 PSI CONCRETE #3 REBAR @ 9" O.C. B CABLE MINIMUM HORIZONTAL B REINFORCEMENT 24"0 PROVIDE 1" SST PIPE AND SST PIPE BRACKET HARDWARE FLOAT POLE ANTENNA MAST r2 w NTS — Z T w 4"CL M0 > 4" 0 O A AS REQUIRED 31/2" CONFORMED SET m\ Q W Z FLOAT SWITCH 3 0 NO SCALE — 617 Q CITY RECORDS NO.: DESIGNED BY PROJECT ENGINEER DRAWING VERIFY SCALESGY GERARDO YNIGUEZ oFEss/o ® E SEWER LIFT STATION REHABILITATION oQ� � a K 6 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ��QO N� �� `��0W ORA�N-05E,� � 5 ON ORIGINAL DRAWING CITY O w No. E17017 z� d SHEET 4 MG E17017 09/30/13 � AECOM Technical Services, Inc. CHECKED BY PROJECT NUMBER o: � 5001 East Commercenter Dr. Suite 100 BAKE RS F I E L D 31 w 3 IF NOT ONE INCH ON ES 60282923 * * Bakersfield, California 93309 INSTRUMENTATION DETAILS 2 J'� F�FC,1Rt�,p� T 661.325.7253 F 661.395.0359 C��'wAgy 11.�p OF 33 SHEETS ' 1' ��P THIS SHEEP, ADJUST SCALES ACCORDINGLY DATE CADD STANDARDS 9TFOF CA��F�� www.aecom.cam LIQ 0R SEPT. 2013 AECOM S-2520 W V) REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 0 0 N 000 0 A E z 0 J a 0 0 O N Ln N V) N o � C p io U O O C, C5 DU) � I .o _0 a Q N .Q O � a Q) V) Of C 0 a y .� rn J O U � 00 L 00 U O 0 O d) �o N O 07 N N N W CD cD D p R = 0.5" 2.0' R = 05" L5 , R = 05= Sta ndord curb return ra&$ Expansion (' fknm) (15mm) (f5mm) (4r rnm) (fes) 9 0" s p• shy be 20' (S 1m) min. ;;hint if akened - 0"?- 023% on lord streets recd .30' Plane �A*t 60 24 05`Rad 5f1= 40" 5.0' 4.0" 6. 24" (9.10 j mei on cel art"s (015m) (0.6m) _ (`,-Vern) 013n Q Ia 011 Gt 10m and c hetom or tocols at Gutter (015m) (06m) i ° Tj icaf d` R 05w H 4 4 rA o co4cl a N o as t rid/ ^� �yq/ At by the City Enganee: A d t d , !1 ° '4q Q � / _. 4 '� (� ,S. Mia 4 ° 4 1.4. � ILI d N `4] 4 '�. d `� d o 4., �+ �. tong Q ca & la /s d _4 • 44 .. d - {d 4 • ° ,LZ. �. ♦ < 4Q Re;bow 4 � �# �. Ci t�rtter �" ;. a d �... - d "', 15' 4.tun flax. a... . 4.0 � `' ° between prts,A � aTYPE Q - -- - - TYPE °'B d . 44 ; �. -�. 8 j Ria `nt--of=way R -115" (r5rrnm) 11?" (0.25m) Rrrdrs 24 R - 05* d .< d` °( Rebar, 80 (02rn) larrr '� ,q` • _ 20' j6. rmj x Flt' (6.1m) chornfer (06m) '4 w -- spoced at 4.0'(1.2m) knterva$ w/exception fry* si�c� locations see Std. T-33 (13,mm) • , .. � -Q� : � R= 05" (- -. �; -�. .,, Id, •�, set in 1. 1 PC and Sand Aiartor. d � °' 4 " (r5ranm)Ad i3 (!? 9fm) A#. 4!�L ConabinatXan Sxfewodk I<arable --. 0 future 50' (I. Atka a �"`* • • 4d ° a • • �.d x�>, �1 d ald TYPE LI1N RG(t TYPE aM WDIAN CURB C .�rtersect (F"Q) n (0 6m) d 6- 8X max .,. � r�tTl!# 12" *GU TTER% a war. (0 ) q *04tter only allowed where approawd by City Engineer: 9,00 � ! = NOTES: 24 �► w(023m _ (06%) ' I. All work shalt confam to the applicable sections of the 0.1,1m O fAm 4, 0 'Stasndard Sfrecificat=4 State of Ce iforniq Department ° (100MM) ,> d TYPE C of Transparfatian , tgnprovwd azarant editkrq, and the fallowing genera notes• ° 4.5' (1. 4m) Mknanum on all local streets ` Ca -� rwiaatnle 5, 5' (1. Tm) Itahanum on all artery 4 co/lecton% schools, 2. prWeration shall be constructed true to <ci �- • NO TES.' graand amsection with compaction of to a hospitals, coir noon!, stro!> or as *acted by the de City depth of 05 (d 1.%) below sutuya Engineer. L Alt work shall confarrn to the c�p%a6le sections of 10 Weakenedplane pints or cdd joints shat! be constructed = �, a. t/arr�k 6.0' (1.8m) Mi7knum on meandarkrg sidewolk the *Standard Specifications, State of Car'fornia; Department at 15' (4.6rrr) ergs Evanston }arts shall be at each Carete shad be boss '8* notal shall be wi#han 2,5 ,� Concrete 4 of Transportation ", approved current edition, and the s� of siruchres and at ends of curb returns. Cone ti. to 55' (014m) following general notes ( NOTES. � _ � � " _ It Type 18* craft and gutter is rer�r,�ed on at! toes of ¢, Tmn�r• joys �� be surfeoed aro the side planed a �; 2. Subgrade pr400roti+on for °T}pe A , "0_ , and *C*curbs streets unless another a e essly permittee' by the w I All oak shad conform to the grptic&e sections of 8. Sidewoks shall be scored to a mkzOwm depth of 0125' next to the concrete and &W be less than 1.5 (40mm) the speciAcafions entitled 'Standard 40wifttiorns, (5mm) unless ofherwise directed by the City Engi nal eek: and gutter shat! be constructed true to grade notal cross City £ngkna�i; thiafr altar burg surfaced ux t of Transpartvtion ; section with compaction of 90X to a depth of 6.0" (0.15%) State of Colifon "A9-2" TYPE AlEDIAN CURB 12 approwd current eafitw. 9 1Jew sidewalk construction in blocks with existing b w the saibgrade. T,�re 'A" nab and gutter is permitted only whore 5ap and Face shad be troweled smooth, Cher wwh a (FWD) T gi 3 Concrete for curb orad glitter shall be class T- e prosidewalk shall conform as dirrrensiorr and location to ved or required by the City £ngrrnnear final e /ey 2, Subgr a pr�rratioan s�holl be constructed true to those in place, or as dkected by the City Engineer. and shad be wither 2.5'0 (65mm) to 55" (0 mm) slump. 13. Type 'C" curb may be permitted by tine City Engineer 6. Nlnare existing Curbs ore to be re�aceo; new JOINTS' 9 orad crow section, with ompactk n of 90X to a B only In btoUe Nonce Parks, and R -S-2.54 (Residential construction shah match existingconstruction unless depth of 05 (0155) 10 Existing sidewotk shall be sowcut Dead removed at 4. Txanber forms shall be surfaced on the on Me sial: placed Zhu Toa-Aird-fJire-Flan'f Acre lsnrmum tot Site Iarae: (a) Famed Curbs EVansio�n pknts shall be constructed the fest scorkn lire at or be d the arnrned ` ' t otherwise approved by the City Englrreer ,'A* 9 1 Pl - B next to the concrete and shall not be less than 1.5" (40wm) every 30 (91m) with weakened plane pints at 15'(4.6m). 3. Concrete she// be Class A and shaft how a slump thick after bekag surfaced 14. Permit for arrb and gutter construction shofi occonaparay 7. Concrete shy cantakt no additims unless prior Wand betwleen 25" (Onm) and 5.5' (140mm) the surface f1, A permit for sidewalk construction acrd recahstruc#ion a tun walk (b) Extruded Curbs• be kened plane j*1s shall sha# be famished to garde and a m section with a heat, shod accompany octua wank. � aab#akned from the Cit xreer: 5. Top and face shad! be troweled smooth, then given a y constructed at f5 (46m) Mears frow*d smooth, old fan&W with a broom. O rna fine brush knish. 15 Man constructing new curb and gutter, the existog 8 Concrete shad be cured with a white poented curing 12 Any Kok nce in knish, color, or moteriaj, frons stonaard � 6. Nhere exist' curb and gutters are #o be r aced new povwment be sowcut a minknum of 20'(06m) from �d Rl '►9 to section 910-7.0f8 of the (c) Two ,�4 longitudinal rebars Mall be placed between w 4. Concrete shaft contonh no additives unless prior wprowl wll rewire anprovrd from the advisory ogenc}a � the C` of the gutter or as directed b the Cit En ineer. � the curb and the nase section. b ors Shoff how a7 20 is obta bed from the City Eng7eer. ce nstructiorn shall match exlstoig construction unless otherwise � y y g Standard e�cifico&ns (5t� w) rninanum vertical de+rarance, and shat be embedded W f3 Transitions an sidewalk t s must be }pe approved by diected by the City Engineer: 9 Existing sections of curb show be srnwcut at the limits 20` (06m) into the curb and nose sectivr 5 Concrete shall be cured with a white -pone rated curing the City £noeer, 0 of the area to be reconstructed compound camplyiig to Section 90 -7.018 of the 7. Concrete shall contain no additives unless prxrr• appravrrl flLENAAiE: ST--�v Standard Specifications FILENAME' ST-1REY G FN.EtdAME: ST-sREv is alnfaured frau the City Engineer once 10 T)pe *M- I* and *M-2" Median Curb only allowed � � s/21� is/xle& 6 a/zea 8. Concrete shall (� as directed by the City Engem '[�� } Ilkaned bane Jnts SAW be k►stalled at 15 (4, 6m) cured with a white poented cureng STANDARD r W� STANDARD J J W intar vVs and expamsian jMts at 60' (1&*") ktervrrls JCU g carr ound comm l ' to section 90--7.0f8 of flee stwdwd CURBS () ER CHOCKM1t. Ifedian curb to be constructed with forms or be MEDIAN UR M. SHAW EXpari$kn ,puts sham be located h side of o structure SpecaficQtions xt s, M. SHAW "A", 7 TYPES M. SHAW controlled harironfalty and v�art ally with strhgfine. }� TYPE �M }}SCALE and at the end of curb retums. COMBINATION sr�» ,t�„ 9 Existing sections of curb and gutter shop be sowcut at � N.T.S. M--1 & M-2 N.ts. SIDEWALK N.T.S. CL 7. Eaparsron *t lifle' mol&*f shaft consist of VW SHMI *a the limits of the area to be reconstructed "' "`" CtiY 4F ST -1 CITY OFpre funned strgons of a *rable; resliencompound CITY t OF SAKEFO=I D ST- 2 ST -8 1 C C O C Y PUBUC WORKS DEPARTMENT USUC WORKS DEPARVENT c►rsr 00"M PUBUC WORKS DEPARTMENT Q A co CONFORMED SET LU 0 CITY RECORDS NO.:ZL VERIFY SCALES DESIGNED BY]DTG PROJECT ENGINEER DANIEL S. CRONQUIST ESS/ Q S SEWER LIFT STATION REHABILITATION DRAWING ASCOM BAR IS ONE INCH ON ORIGINAL DRAWING �- p�.N,�a�:�e��S�> ti C I 1 I O F D-o� J ZL DRAWN BYREG NUMBER EXP DATE 73077 12/31/14 4 Zi8 No. 73077 m � * * AECOM Technical Services, Inc.SHEET 5001 East Commercenter Dr. Suite 100BAKERSFIELD Bakersfield, California 32 CHECKED BYPROJECT NUMBER 60282923 2 IF NOT ONE INCH ON THIS SHEET, ADJUST `kyr p / V 11. �P T 661.325.7253 F 661.395.0359 61.39 �,q''«F STANDARD DETAILS OF 33 SHEETS DATE CADD STANDARDS S_2520 SCALES ACCORDINGLY SEPT. 2013 AECOM eel CA%-�r`� WWW.Gecom.com 1. LIr�� REV DATE DESCRIPTION APPR 5 6 7 7 8 -0J to] IV 0 0 N N V7 a� c I d s / o Q M vo 0 o a� CD N c o� .o Q am 'A' P&Vwd cement Ca'icYete CO/Ar tend rem to match Sowsart --,� VdjX xht paWme fit a ExWing s 4+ a + 44 4 PtartWd C�liennt 4- 10. _1a" C lgam) a6 A ,1o' VQ.. .. A&Vdlic Point Binder P..__.. _...3 erect M01*W (if re Wkect) IdahAtIttac Ptrkat ....-- DoWt tg Ashpaf Concrete Pdvement r _ NO TES.- rkr rr;:.rr :a•»t �"''�� r, r ;r r. r r s- n r r K *� � � to Me rtef &anrts set r'Standard !i *edflegams,r of r r r veaortment r a 4w1or -, r -r a, r r a0ent 4dtkA Sawcuts sW be r ae paraW or t tot r= r.: r of r -x D*t11 of r rt ff r- r a+ be d t detwmedh the rwd it engiver: 4. a M :+t + r r r r fexisting r f x t / A*aft _a r> r r r e r r- r a.Ka a r r5r t rr :.r r of Concrete%a- r wr. r. r, � Binder r h; r road ,fir r r-� �� '� *7 r >- ,. r 4 r r�� patch widthr, be 2 # r r a t its rhr- -n .w's other wise, a6wed by }!t�i0 0 &*eer Sdect Mat" 00��0�*�_ f standards r and is rif required) r r rc �r rewirements frr patch h osphaltWACMte unless r after by a kcaf streets- r .# asphalt concrete r wr % f ►rti ,? arc, ar ' rr, na> . r:" and caactor f f. MIXED SUR—f-A CE a 4r. r: r x over / r 1 a� r r r; ;.r.a r r..v. .. ROAD FILENAW: ST--12FMV II Poet Bockf4l comoacted to 95X rektiree depending on the comaoctioo in roadway areas #am JO' � (d ft) beyrarhd back of curb, dXxhrefang *Street afl but Me. outer L 0' (a V0 of the,I ' medkn ore°n and in olte)% w0h _.... fRAWC fiDEX the existing, accepted roadway 1.0'('0, 3m) or less kmproaroments. 55-6.5 BadfN cwWocted to 90X rdative An 70-40 co mp3ctiean earl other areas 85 OR MORE 2.5' (d 7&n) Imo: Boak1il in pipe Ionecompacted both sides to 90Z relative cormpactka, Ba *9 material withk the pipe see Take 1.,5(0 45m) wider v zone to conkan to notes 1, 2 both sides and 3 �# for public otfities , construction requkaments as per the PkVic Ufefities Commission General 0aers 60" Q 15m B g Ata for as per' ASTM DP F500403 L Bads for Rigid P Back/#/ maternal within the pipe zonae sbo# be free of deleterious moterial and she hops a Swarf Equivalent of not less then 20 and she carnform to the allowing grodeng.. Siew, Shie Percentage pawh7g 3/4" (2 +rn) 100 No. 4 35--100 No, 30 20-100 Tanis bocak9l moferld shall be placed in not to exceed one foot (1 O' laoseee)(a nor) laytrs, sinultwaeously on each We of the pipe in such a manner as not to damage or disturb the poe on its alignment tend groefe: Each layer shall be thoroughly comp- acted by mechanical tamping. BodchN maternal shall be prey compacted to VOglxre prof to proceeding. 2 Badrall for flexible pane Poe and frttlhgs shaml be kasfaed in accordance with the current AS7114wificatron D-221. 4Wy Class f and IF went materials within the p4e Fane wN be corns ed suitable. Win the ppe team water floodng and ptteng shall not be used for b ckaf coampacUm for flexible poe Me beddxhg and haunching she be hand placed to the ging fine of the pfe and prtnpedy campocle d for sewer mains, Gloss I beddog is required for bedding and hamxhing. Cie shall be token not to dacate the p0a One rernahhg bock& in the pyre zone shaft be hand placed and cthn ptcted in fifts not to exceed &0' (0 P%) thickness. Sacka l material shot be pope dy compacted to ine prior to proceeding J Bocik N mot&W abow the pipe zone shalt be free of deleterious motaW and lumps or stones exceeding 4.0- (7,51nm) 7,7 greasiest dineasiown and shaft be placed in not to exceed one foot (LD' loose) (O kn) ltryws and each layd~ar shall be thoroughly compocted by m&*ankd tamping: Depth ear is depending on the street's Traffic Index (TLi See Tale 7 Wow *Street TAMPING Zone DIMENSIOV fRAWC fiDEX DEPTH 1.0'('0, 3m) or less 1'0(Om) wider 55-6.5 1.5'(045n) 70-40 2.0' (06m) 85 OR MORE 2.5' (d 7&n) Imo: to ZZ 0' 6 -...... Backf4l compacted to 90,x' relative conwocfim Teak& LL hyper limit of p oe tonne shall be LO' (03m) allow top of pine be# or the outside diameter of plain end pate: STANDARD CURB & GUTTER L s C's Is T T 1 T LJ C ► ,, ayounchI ng t Testing of WN mote rias shat be inn accordance with the tests listed in Sedan 6--301 of the Standard Spwificatkn4 (or ASTM D15S7, Method "C') for trench width greater thea 1.0' (03m). ff trench width is less than 1.0' (O W backfN with 2 sock alnny. 5 Caempactian tests wil be reguined and shall be the re*ans- bflity of the Deer / Subdmber / Contractor The number and focotraan of the tests shop be determined by the City Engineer. The tests Sha# be in accordance with the tests listed in Section 6-3.01 of the Standard 4mcificatim4 (or ASW 01557, Method "C) 6. Eads foyer of bockall materia shall meet the compaction, sand equik&nt and grodalm regviraments before the next layer is placed. 7 for povermeat patches within poled earen see standard drawing ST -12 in this design manual. TABLE »A The follo ' q small apply for trench widths: PIPE WIDTH IN GREATEST TAMPING CLASS l BEDDING DIMENSIOV OR SLURRY 1.0'('0, 3m) or less 1'0(Om) wider 4.0* (75mm) wider both sides bo th sides 1, 0'(0 3mm up 1.0'(0.3m) wider 6, 0- (015m) wider to ZZ 0' 6 both sides both sides 2.0'(06m) or more 1.,5(0 45m) wider 1.0'(0.3m) wider both sides bo th sides fILENAMIE ST-13REV 1 NOTES' L Pawnt shall be TAe 18' a*Wt mete meeting the ra l"e`r wts of seetka .39 of the 'State of Celifbmn4 Dipar rrwt of Trtehs wtaffm Standard Specrfcotiorns`, Woved current edfion, cents otherwise re n -d by the City Ener. 2. Ague base shill be am I agregate base confbi ming to SectO n 26 of the stud Vecifrcotma 3. Structural sections for all streets shtfll be b -erred Y* troffic indexes int accordance with the proms of section 33 L C of the Sub vWn and Engineering D n Adan d.. 4. W test data used in the calatlatk n &W be fumished by q sag testing iatratory report to be signed and sealed by a tkerased *Vrheser: 5 Mbinnem A.0 tahidoness is to be 0.2' 6tkrun) Type 'B' MP' kwm AW Base is to be 04' (012m 6 A safety faetlor of 02 &W be applied h pavement Cde rlatk ft 8. A co mpactim of 90S shall be obtaked far a minimmam of 60' (Q13mm ow the Groakg Phare Depth 'r shay# be kr conformance with the A kving ta61 - Trofflc x 7" 10-50 1.1' (0J4m) 55-65 1.5' (a4&m) %0 - 80 2.0' (06m) 85 or more 25' (d76 m) 9 far Asphalt Pang hote4 see Stwaalard Special Prowsiuns located in the Sadw sibn Design Manud FUNAMF-- ST -14M 1 CONFORMED SET 17 TY RECORDS NO.: L" VERIFY SCALES ROFESSh © DSC DANIEL S. CRONQUIST Q e�q , 0RA SEWER LIFT STATION REHABILITATION D-02 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE /'�� n 5 ON ORIGINAL DRAWING �' -46 f CITY G F 4 DTG 73077 12/31/14 0 z r CHECKED BY PROJECT NUMBER a No, 73077 m AECOM Technical Services, Inc. d SHEET 5001 East Commercenter Dr. Suite 100 BAKE RS F I E L D 33 �r * Bakersfield,California 93309 2 IF NOT ONE INCH ON JTN 60282923 0 �� T 661.325.7253 F 661.395.0.359 C �I �i4RY I I p STANDARD DETAILS OF 33 SHEETS THIS SHEET, ADJUST DATE CADD STANDARDS '9p n V t 4LjF, OR�� S-2520 SCALES ACCORDINGLY F OF �L�s;O www.aecom.com REV DATE DESCRIPTION APPR SEPT. 2013 AECOM 1 2 3 4 5�7 6 7 8 0 s W z U. W'. L O cc CL z O /yam. W X LU z 7,1 r� 11 LL ccJ W W r vJ m C) (y) CD (-) 0, E E 0 0 _j C, 1 CD 0 C) (:3 CD CD C) 0 00 CD C CD 0 Lr) CD CD .Ln Cn CN C-4 LL Ln 0) � C) M m I C) >1 (N U-) V) LLJ >< bm 119j I '6 ft BRIT ""A"I sum tw" jo mum's 4� M AV% fA N 801, "'A MT, Rim '"F w 3 D 0 30' 60' I '77,77 STAGING NOTES: ALL STAGING ACTIVITIES, INCLUDING CONTRACTOR PARKING AND STAGING AREA, AND LOADING AREA. MATERIALS STORAGE, SHALL BE LIMITED TO THE LIFT STATION SITE, THROU HOUT CONSTRUCTION. ------- 7,7 3. LOADING AREA CAN BE CLOSED TO PUBLIC ACCESS ONLY DURING WORKHOURS. 4. DRIVEWAY AT NORTH END OF LOADING AREA CAN BE CLOSED TO + PUBLIC ACCESS DURING WORK HOURS ONLY. 5. PUBLIC ACCESS TO LOADING AREA AND DRIVEWAY SHALL BE RESTORED AT THE END OF EACH WORK DAY. 6. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS ALONG SIDEWALKS AT ALL TIMES. TRASH BIN NOTES: FOR WENDY'S STAFF AND PICKUP, THROUGHOUT CONSTRUCTION. 1 CONTRACTOR SHA TO "WENDY'S" TRASH BIN 2. CONTRACTOR SHALL NOT DEPOSIT ANY REFUSE OR CONSTRUCTION WASTE IN THE WENDYS TRASH BIN. CONTRACTOR SHALL PROVIDE THEIR OWN TRASH BINS AND PICKUP. RESTORATION NOTES: -INCHES DIAMETER AND GREATER IN PLACE. 1 . PROTECT ALL TREES 2 2. BLOCK WALL, PARKING LOT, AND LANDSCAPED AREAS WITHIN STAGING AND LOADING AREAS SHALL BE RESTORED TO A" Nor DITION AFTER DEMOBILIZATION. N . ........ 3. LANDSCAPING REMOVED, DESTROYED, OR THAT HAS DIED DURING LL BE REPLACED IN-KIND. 4. CONTRACTOR SHALL PROVIDE ACCESS TO LIFT STATION WITHIN 30 MINUTES OF OWNER'S REQUEST. 14k COATING NOTE: CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL COATINGS WITH MANUFACTURERS PRIOR TO APPLICATION. LU ...... .. LEGEND S 0 TAGING AREA LOADING AREA TEMORARY SEWER BY EL AREA, SEE SHEET C-02 .. ..... . 0 LLJ WENDY S C) CITY RECORDS NO.: DESIGNED BY PROJECT ENGINEER FESS/ B A DSC . DANIEL S. CRONQUIST A �A'011^AA SEWER LIFT STATION REHABILITATION EXP DATE � %w%oll" � OR4 BAR IS ONE INCH JUNZ \ , C-0 1 A ON ORIGINAL DRAWING DTG 73077 12/31/ 4 �3 CITY OF SHEET I A No. 73077 rn AECOM Technical Services, Inc. CHECKED BY PROJECT NUMBER 5001 East Commercenter Dr. Suite 100 IF NOT ONE INCH ON JTN Bakersfield, California 93309 4 BAKERSFIELD 2 -Lu W�;h, 0 \1 T 661.325.7253 F 661.395.0359 C� y �i, AREA PLAN AND STAGING NOTES OF 33 THIS SHEET, ADJUST DATE IV REV DATE DESCRIPTION APPR SCALES ACCORDINGLY SEPT. 2013 AECOM OF, 01 www.aecom.com 0 S-2520 UJI �7 �7 3 4 7� 5 'ma mro"'amim � M M A, ft BRIT ""A"I sum tw" jo mum's 4� M AV% fA N 801, "'A MT, Rim '"F w 3 D 0 30' 60' I '77,77 STAGING NOTES: ALL STAGING ACTIVITIES, INCLUDING CONTRACTOR PARKING AND STAGING AREA, AND LOADING AREA. MATERIALS STORAGE, SHALL BE LIMITED TO THE LIFT STATION SITE, THROU HOUT CONSTRUCTION. ------- 7,7 3. LOADING AREA CAN BE CLOSED TO PUBLIC ACCESS ONLY DURING WORKHOURS. 4. DRIVEWAY AT NORTH END OF LOADING AREA CAN BE CLOSED TO + PUBLIC ACCESS DURING WORK HOURS ONLY. 5. PUBLIC ACCESS TO LOADING AREA AND DRIVEWAY SHALL BE RESTORED AT THE END OF EACH WORK DAY. 6. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS ALONG SIDEWALKS AT ALL TIMES. TRASH BIN NOTES: FOR WENDY'S STAFF AND PICKUP, THROUGHOUT CONSTRUCTION. 1 CONTRACTOR SHA TO "WENDY'S" TRASH BIN 2. CONTRACTOR SHALL NOT DEPOSIT ANY REFUSE OR CONSTRUCTION WASTE IN THE WENDYS TRASH BIN. CONTRACTOR SHALL PROVIDE THEIR OWN TRASH BINS AND PICKUP. RESTORATION NOTES: -INCHES DIAMETER AND GREATER IN PLACE. 1 . PROTECT ALL TREES 2 2. BLOCK WALL, PARKING LOT, AND LANDSCAPED AREAS WITHIN STAGING AND LOADING AREAS SHALL BE RESTORED TO A" Nor DITION AFTER DEMOBILIZATION. N . ........ 3. LANDSCAPING REMOVED, DESTROYED, OR THAT HAS DIED DURING LL BE REPLACED IN-KIND. 4. CONTRACTOR SHALL PROVIDE ACCESS TO LIFT STATION WITHIN 30 MINUTES OF OWNER'S REQUEST. 14k COATING NOTE: CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL COATINGS WITH MANUFACTURERS PRIOR TO APPLICATION. LU ...... .. LEGEND S 0 TAGING AREA LOADING AREA TEMORARY SEWER BY EL AREA, SEE SHEET C-02 .. ..... . 0 LLJ WENDY S C) CITY RECORDS NO.: DESIGNED BY PROJECT ENGINEER FESS/ B A DSC . DANIEL S. CRONQUIST A �A'011^AA SEWER LIFT STATION REHABILITATION EXP DATE � %w%oll" � OR4 BAR IS ONE INCH JUNZ \ , C-0 1 A ON ORIGINAL DRAWING DTG 73077 12/31/ 4 �3 CITY OF SHEET I A No. 73077 rn AECOM Technical Services, Inc. CHECKED BY PROJECT NUMBER 5001 East Commercenter Dr. Suite 100 IF NOT ONE INCH ON JTN Bakersfield, California 93309 4 BAKERSFIELD 2 -Lu W�;h, 0 \1 T 661.325.7253 F 661.395.0359 C� y �i, AREA PLAN AND STAGING NOTES OF 33 THIS SHEET, ADJUST DATE IV REV DATE DESCRIPTION APPR SCALES ACCORDINGLY SEPT. 2013 AECOM OF, 01 www.aecom.com 0 S-2520 UJI �7 �7 3 4 7� 5 CD O 0 o� o(D _LO Wo � � CDLn0 � N J W V � INNE 1 2 3 T 4 5 6 7 8 EXISTING MANHOLE CONNECT BYPASS �£I � I PIPE TO EXISTING MANHOLE 0 10' 20' REPLACE MEDIAN CURB EXIST. CONCRETE PER CITY STD ST -2 MEDIAN M�. w.. _ GOSFORD ROAD �® ....w.. -,-m.._..< ..,.,.,_ .,......M».. _,�. ..,m.. ,m,�. .�d, �. � � ...� ,e,... ,..,,,...,,....a ..®,,. ...>-W®...,..... _ ,...e ..._ �... � ..... ....._...�.........d,,,...,w.,....w.... ....w,. °..m.m..®...m_.m,... ��Ae ,.,,.... _.. .,..,,,,,,.,..,M.__.. _ .,., . _-_e .,.,�®.._,,.a w _ w .................. µ. w...,.......... .,. ,„...,w,.... .....�...,._... w-,.,...,,..,. ... _.,....._...» ...., ..µ.....,,.,-.» ,.....,.......................... ,....,........,... ,.......,...»..., .. «_....,,. _.. .., ,.. „„, �'6. - _ ..... ... .m.. _ $ �� ....,...��..... s� �- UNDERGROUND ------w. �� _ Know what s below. I � �` `�`�.� �.�.,__.__...,_..-.._�...._�...__....��...._..w_.°...__�..�.._____.....�..,_.. Call before dig. BYPASS PIPING. you INSTALL PERS CITY STD ST- 13 f` " TRAFFIC INDEX = 8.5 EXIST. 42" SEWER TRENCH PATCH PER,�� CITY STD ST-12' EXIST. TRAFFIC I LOOP (TYP.) EXIST. TELEPHONE CONDUITS w_� ___ _ _. __ ..... - , __. __ ___-4----4---T—. .T-..�.�..� _ .. _ _ . -_ . _ _..__ m _. �-_ . __ . r__. __...,, - �-,_,_.� . EXIST. 24" DIA. EXIST. 12" DIA. XIST. TRAFFIC M �__m - �� __ LOOP TYP � FORCE MAIN ``� � � � (TYP.) BLOWER PIPE . }, G c,EXIST. 10 GAS LINE _ _ _..____ _ _ _.,__w41 G REPLACE CURB AND 3# EXIST. 10 OIL LINES GUTTER PER CITY0 STD ST-1��.T_�� - ;` EXIST. TRAFFIC LIGHT SEE OIL CROSSING NOTE � � �° � � � �AT �� RISS � � � � �� E ` I EXIST. TREE (TYP.) , TRICA REPLACE SIDEWALK g ) N-30 CONC. PULL _ 1. PER CITY STD ST -1 � � � EXIS _ - �� a = XI , EL UL BOX. INTERCEPT EXIST. -- EXIST. SIGN (TYP.) EXIST. SIDEWAL POWER CONDUIT ,....� EXIST. FIBER OPTIC by T� Y FI Baa i E— - ..,.. .,..,..,.,°.,.j E E E- W EXIST. WATER 7— W� N �W ,: EXIST. SERVICE PEDESTAL x;., : *..,.,................... " � ABOVE GROUND EXIST. TRAFFIC SIGNAL CONTROL BOX ra x BYPASS PIPING ITA Ims; ,.. \�o� sf� 'y�iV ;_ EXIST. TRAFFIC LIGHT B EXIST. SHRUB (TYP.) �� v. _ __ry x WORK SITE AREA �` � � I M FENCE (TYP.)� !41 EXIST. STREET �� I � � LIGHT 5 O v UTILITY NOTE: x�\ 1. UTILITY LOCATIONS ARE SHOWN PER RECORD INFORMATION. CONTRACTOR �; fi \;., ; 3' TRAFFIC PULL ��`zz� op SHALL POTHOLE TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. ,3 � � BOX (EYP.) � W 2. PROTECT ALL EXISTING UTILITIES IN PLACE, UNLESS OTHERWISE NOTED. � � O _��_ p x;�°'��',� EXIST. TRAFFIC SIGNAL POWER , <i. �';� SUPPLY TO BE RELOCATED BYPASS PUMPING SYSTEM: / BYPASS PUMP (TYP.) _ m 3 1. CONTRACTOR SHALL MAINTAIN EXISTING SEWAGE FLOW THROUGHOUT �� , , ;��< SEE SHEET C-10 �, x ��I �4 ;\ /9 �� cn c7 CONSTRUCTION. 4 :: - I -' - - 0g '� / TRAFFIC SIGNAL POWER SUPPLY x I 2. PEAK FLOW IS 4,500 GPM (9/9/2012) x� I� �� / ° / SEE SHEET C-10co U UJ 3. PROVIDE TEMPORARY 6 -FOOT HIGH CHAIN LINK FENCE FOR ALL BYPASS m < € �I,aI= FACILITIES, WHICH INCLUDE ABOVEGROUND PIPE, CAISSON, AND TEMPORARY I�� .,�°� ` �_� �� I _ I oCIL t �y EXIST. 8 HIGH BLOCK WALL PUMPS. GATES SHALL REMAIN LOCKED. IIS >, 4. BYPASS SYSTEM SHALL CONSIST OF AT LEAST TWO (2) TEMPORARY PUMPS. N 5. BYPASS PIPELINE SHALL BE 10 -INCH DIAMETER OR GREATER. I ;€;� ': �`°�. " I= O I� 6. TEMPORARY PUMPS SHALL PASS AT LEAST 3 -INCH DIAMETER SOLIDS. z I I 0 7. EXIST. FACILITIES REMOVED DURING CONSTRUCTION SHALL BE REPLACED EXIST. 1" WATER SERVICE `E A- IN-KIND AT NO ADDITIONAL COST. :, �----W—- -- -- --- I I F x '` I ? EXIST. TRAFFIC ?- OIL CROSSING NOTE: g N-30 CONC. PULL BOX INTERCEPT I t CONTACT ALAN DAVIS (559) 935-2022 AT LEAST 48 HOURS PRIOR TO SIGNAL POWER EXISTING POWER CONDUIT m t I r SUPPLY f COMMENCEMENT OF CONSTRUCTION ACTIVITIES WITHIN 20 -FEET OF THE OIL , ; I W PIPELINE TO ARRANGE FOR FIELD MARKINGS OF SHELL PIPELINE FACILITIES. x ° THIS NOTIFICATION IS IN ADDITION TO THE NOTIFICATION THROUGH; UNDERGROUND SERVICE ALERT. _i j-1,11111- �� -..e..-M--} i f N'✓^' � f j� 4_1µP 4.,a? i II ) 9`,r sem' d ✓.e�R Rr f �.1� .�` R.d.� '^",...,^n..«. " i 3 f [CITY RECORDS NO.: _ / VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST Q�°FESS/ - `� z c9 m woa No. 73077 z BAK��r O - 1` HA'I r CITY OF � BAKERSFIELD SEWER LIFT STATION REHABILITATION DRAWING C-02 �` U� W =COM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 s 5 DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 4 SHEET 3 CHECKED BY PROJECT NUMBER IF NOT ONE INCH ON THIS SHEET, ADJUST JTN 60282923 r * U'> C �, ,Q '9l I V Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 a faI DLII TEMPORARY SEWER BYPASS PLAN OF 33 SHEETS W 2 1 DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 SCALES ACCORDINGLY �� F OF CA��F� www.aecom.com � U) REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 PI) U pi Eo z E. o � o- Ln 00 00 C) cc 0Lo CD 1;= (DCD C-4 Z:f C/) i -J Lo 4 5 6 7 T 7 SALVAGE NOTES: 1. ALL MATERIALS TO BE SALVAGED SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR DEMOLITION. 2. MATERIAL TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND W TRANSPORTED TO THE CITY CORPORATION YARD AT 4101 TRUXTUN AVE, BAKERSFIELD, AS DIRECTED BY CITY STAFF. x SEE SHEET S-02 FOR HANDRAIL MODIFICATION UJI AT STAIRWAY D C, KI 9 ELEV=360.00 0 5f 10, VA' A A 4-. 4 4 p - INTERIOR HANDRAIL 777- 77�777777777772/z zz:;] I - - _zzzzzzz Le -z TO REMAIN, UNLESS 15 4. . 4 OTHERWISE NOTED 14 0 04 >14 0 W_ W_ W_ w Uj 5 12 17 w 1—% 3: UJI Uj :z O m ;Fc m WALL PIPE AND FLANGE OR 2 3(A- I 2 (TO REMAIN) L000_ @ 18 F8— 12 Nc_ Ld ELEV=343.50 � 20 4 z CA 0 0 14 o' 0 A F= 0 2* 12 m 21 21 UJI Lo 7 A SEE DEMOLITION NOTE 5 -F 4 . . ........ LIGHT POLE w (TO REMAIN) 0 r r-ELEV=328.00 #A t 1-611 LALj 0 A A 13A __j ELEV=324.00 4. 2 0 SECTION rA 8 01 SCALE: 1" = 5' 9 BOLLARD 15 DEMOLITION NOTES: DEMOLITION LIST: B (TO REMAIN) 1. ALL MATERIAL TO BE REMOVED, EXCEPT WET WELL COATINGS, SHALL Oj SUBMERSIBLE SEWAGE PUMP (4 TOTAL). RANGES IN SIZE BETWEEN 20 HP TO 40 HP. B (2 TOTAL) 0 El BE INCLUDED IN THE LUMP SUM PRICE FOR DEMOLITION. 12 -INCH DUCTILE IRON DISCHARGE PIPE AND FITTINGS 2. CONTRACTOR SHALL DETERMINE THE QUANTITY, TYPE, AND CONDITION o. EXIST. TRAFFIC SIGNAL POWER----[:] OF ALL MATERIAL TO BE REMOVED PRIOR TO BID BASED ON BOTH 12 -INCH SWING CHECK VALVE SYSTEM (TO REMAIN) AS -BUILT PLANS (PROVIDED AS AN APPENDIX TO THE SPECIFICATIONS) 12 -INCH GATE VALVE AND MANDATORY PRE-BID FIELD VISIT. O GUIDE RAILS (4 SETS TOTAL) 1-14 3. MATERIAL ON DEMOLITION LIST SHALL BE COMPLETELY REMOVED, 10'x10' 0 0 0 0 BAR SCREEN (2 TOTAL) CONCRETE PAD INCLUDING SUPPORT BRACKETS, BASE PLATES, ANCHOR BOLTS, (TO REMAIN) WIRING, CONDUITS, AND OTHER RELATED ITEMS NOT SPECIFICALLY JIB CRANE. REMOVE WIRING AND CONDUITS BETWEEN CRANE AND METER PEDESTAL. d 0 DESCRIBED.ALUMINUM CANOPY Z 4. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL REMOVED MATERIAL. @) METER PEDESTAL. REMOVE WIRING BETWEEN TRANSFORMER AND WET WELL. 0 5. WATER LINE, HOSE BIBBS, AND HOSE RACKS SHOWN ON NORTHEAST WALL IN SECTION "A7 ARE FOR ILLUSTRATION PURPOSES ONLY AND @ STORAGE SHED LU ) TRANSFORMER ARE ACTUALLY LOCATED ON SOUTHWEST WALL OF LIFT STATION. BLOWER (3 TOTAL). REMOVE WIRING AND CONDUITS TO MCC. AND BOLLARDS 0 @ AIR DUCT (2 TOTAL) (TO REMAIN) BLOCK WALL ELECTRICAL NOTES: (TO REMAIN) 1. CONTRACTOR SHALL COORDINATE WITH PG&E FOR POWER SHUTOFF 13 BRACKETS AND EQUIPMENT FOR MISSING AIR DUCT 0 PRIOR DEMOLITION OF METER PEDESTAL. 14 LIGHT (8 TOTAL). REMOVE WIRING AND CONDUITS TO MCC. V7 7-7 =,!!,// 7 7 7 7, =zZ _� 7-t zzz_zzzzzzzzzzzzzzzzzlzzlzlzlzzzzzzzzz-e, Z�zz 2. POWER TO TRAFFIC SIGNAL POWER SYSTEM SHALL REMAIN IN @ 4 FT X 12 FT CONCRETE PAD CONTINUOUS OPERATION THROUGHOUT CONSTRUCTION. 16 BOLLARD (4 TOTAL) A WORK SEQUENCE: 17 1- BACKFLOW PREVENTER SALVAGE LIST: PLAN rT� SUBMERSIBLE SEWAGE PUMP (4 TOTAL) 1. BYPASS SYSTEM. SHALL BE TESTED AND FUNCTIONAL PRIOR TO START @ EXTERIOR HANDRAIL OF DEMOLITION SCALE: 1 5' MCC PANEL 2. BYPASS SYSTEM SHALL REMAIN FUNCTIONAL UNTIL AFTER LIFT STATION 19 ALUMINUM FLOOR PLATE, HINGES, AND BRACKETS COMMISSIONING AND TESTING ARE COMPLETE. @ 1- PVC WATER PIPE @ EXISTING HANDRAIL REMNANT @ HOSE BIBB, RACK, AND SIGNS (3 TOTAL) @ SPLICE BOX (4 TOTAL) MCC PANEL ICITY RECORDS NO.: Li VERIFY SCALES DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST FESSI SEWER LIFT STATION REHABILITATION DRAWING C-03 iL LL *%ft AA COA A DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 BAR IS ONE INCH ON ORIGINAL DRAWING a No. 7.3077 rn AW AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 CITY OF t:j __j IX A4 DEMOLITION PLAN AND SHEET 4 CHECKED BY PROJECT NUMBER BAKERSFIELD IF NOT ONE INCH ON JTN 60282923 Bakersfield, California 93309 F 661.395.0359 Ry It WORK SEQUENCE NOTES OF 33 SHEETS 1H111 SHEET, ADJUST661.325.7253 SCALES ACCORDINGLY www.aecom.com LI F 01 111REV DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 DATE DESCRIPTION APPR 1 1 3 4 5 6 7 U p Eo of z� �o O Tp JU O 3 a rn d' a o� U p O Q+ L� N yam-+ U C nj a 0-o o U i C, C) _CD LC) aCD 4)C) Co oL0 .a o N N .J W U 0 �U) 0-)� CO J N U � W �� Y M m 00 0 0 Ln U 04 (n E2 6w O X NOTES: 1. PAINT PUMP NUMBERS, USING A STENCIL, ON CONCRETE DECK. LOCATE BETWEEN HATCH AND ALUMINUM ROOF, CENTER ON HATCH. NUMBER SHALL BE 12" HIGH. COAT PER SYSTEM NO. 36, FINISH COAT: BLACK. 2. PAINT PUMP NUMBERS, USING A STENCIL, ON ELASTOMERIC COATING. LOCATE AT ELEV 347 ON SOUTHEAST WALL, CENTER ABOVE EXISTING STEEL WALL PIPE. NUMBER SHALL BE 12" HIGH. COAT PER SYSTEM NO. 41, FINISH COAT: BLACK. 3. PAINT PUMP NUMBERS, USING A STENCIL, ON DUCTILE IRON DISCHARGE PIPING. LOCATE AT ELEV 337 FACING THE PLATFORM. NUMBER SHALL BE 12" HIGH. COAT PER SYSTEM NO. 66, FINISH COAT COLOR TO CONTRAST WITH DUCTILE IRON PIPE FINISH COLOR. D 4. PLACE AGGREGATE BASE OVER ALL INPAVED SURFACES WITHIN EXISTING BLOCK WALL. 5. WATER LINE, HOSE BIBBS, AND HOSE RACKS SHOWN ON NORTHEAST WALL IN SECTION "A» ARE FOR ILLUSTRATION PURPOSES ONLY AND SHALL BE MOUNTED ON THE SOUTHWEST WALL AS INDICATED ON PLAN "1". TRAFFIC SIGNAL BACKFLOW 2 POWER SUPPLY - (SEE SHEET C-10) SEE DETAPREVENTOIL T I I LU \- FOR MCC, SEE SHEET E-03 w w w CONNECT TO EXISTING PIPE 1" SCH. 40 PVC EXIST. TRAFFIC SIGNAL POWER SUPPLY WATER (RELOCATE PER SHEET C-02) ALUMINUM ODOR CONTROL COVER, SEE SHEET S-01 EXIST. TRAFFIC �+��+ SIGNAL POWER TYP. SUPPLY - �$��$��}� VERIFY SCALES DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST QRp� 6 4 A BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE �$��$ N SEE NOTE 1 `. 4 ON ORIGINAL DRAWING ��$�.��f� DTG 73077 12/31/14 .......�� f��¢�*a�� -_ ,�t� �� EXISTING BOLLARD TO 4 SIM. 3 REMAIN. PAINT PER DETAIL PROJECT NUMBER $��.��$��$� �� C -OS +\� ��+« +��v��,�+ ++¢+$4 ++ *+ I .�� $�' 2 TOTAL IF NOT ONE INCH ON JTN 60282923 THIS SHEET, ADJUST SCALES ACCORDINGLY DATE CADD STANDARDS'�j •F ✓r •Wk' REV DATE DESCRIPTION APPR a + .'8• H A e' ^& d . $ -t . ^Fb4 9•A a• $P •Y +��FIXED 2013 AECOM $ BOL DS, ... 1 12 + ...... + 3 ��4��.��$�$�$�. 1 SEE AI 1,1100 + BLOWERS, SEE �$.....g SHEET M-01 `\� • w w h 6 HOSE BIBB �-� CLASS II AGGREGATE BASEAN�• SED DETAIL 4" THICK COMPACTED TO 0 90% RELATIVE COMPACTION 1" SCH. 40 PVC (SEE NOTE 4) WATER q EXIST. TRAFFIC SIGNAL POWER SYSTEM 0 0 (PROTECT IN PLACE) 4 > REMOVABLE BOLLARDS, EXIST. 10 x 10 SEE DETAIL CONC. PAD 3'-0" CLR. (5 TOTAL) MIN. TO CABINET STORAGE SHED 1'-8" CLR.------------ __- HADE STRUCTURE, SI SEE SHEET S-05 0 MCCCo 0 L ----------------o -------1 \- FOR MCC, SEE SHEET E-03 1" BALL VALVE, BOTH SIDES (TYPE 301) 1 " SCH. 40 LEAD-FREE BRONZE PIPE BRASS MIP x PVC SLIP ADAPTER 1 " PVC PIPE 1" REDUCER PRESSURE PRINCIPAL BACKFLOW PREVENTER �— 90' ELBOW, TYP. 1 " SCH. 40 LEAD-FREE •I BRONZE PIPE BACKFLOW PREVENTER DETAIL NO SCALE a LUMINUM ODOR CONTROL COVER, SEE SHEET S-01 REMOVABLE HANDRAIL, SEE SHEET C-07 EXIST. ELECTRICAL TRANSFORMER AND BOLLARDS (PROTECT IN PLACE) 4 d, BRASS MIP x PVC SLIP ADAPTER 1" PVC PIPE all f -ELASTOMERIC POLYURETHANE COATING, SEE SHEET C-06 a 4. -4 �5 ® PLAN SCALE: 1" = 5' - VERIFY SCALES DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST QRp� 6 4 A BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE 4 ON ORIGINAL DRAWING DTG 73077 12/31/14 3 CHECKED BY PROJECT NUMBER I No. IF NOT ONE INCH ON JTN 60282923 THIS SHEET, ADJUST SCALES ACCORDINGLY DATE CADD STANDARDS'�j C FOf REV DATE DESCRIPTION APPR SEPT. 2013 AECOM 1 12 3 4 1" BALL VALVE, BOTH SIDES (TYPE 301) 1 " SCH. 40 LEAD-FREE BRONZE PIPE BRASS MIP x PVC SLIP ADAPTER 1 " PVC PIPE 1" REDUCER PRESSURE PRINCIPAL BACKFLOW PREVENTER �— 90' ELBOW, TYP. 1 " SCH. 40 LEAD-FREE •I BRONZE PIPE BACKFLOW PREVENTER DETAIL NO SCALE a LUMINUM ODOR CONTROL COVER, SEE SHEET S-01 REMOVABLE HANDRAIL, SEE SHEET C-07 EXIST. ELECTRICAL TRANSFORMER AND BOLLARDS (PROTECT IN PLACE) 4 d, BRASS MIP x PVC SLIP ADAPTER 1" PVC PIPE all f -ELASTOMERIC POLYURETHANE COATING, SEE SHEET C-06 a 4. -4 �5 ® 4 A & BA Q� `NOQWORA�mwm TE,di! 73077 RAECOM Technical Services, Inc. ;V 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 CY fARY ll. VLIF 0 CAt- www.cecom.com SECTION 1" SCH. 40 PVC WATER (SEE NOTE 5) PUMP NUMBER (SEE NOTE 3) SAFTEY NET* CONCRETE DECK 316SST CLIP* 316SST MOUNTING BRACKET* —� (LOCATE BRACKET PER MFR. RECOMMENDATIONS) * PROVIDED BY HATCH SAFTEY NET MANUFACTURER ANCHOR BOLT HATCH SAFTEY NET MOUNTING DETAIL SCALE: 3/16" = 1'-0" ■17 5 FIXED BOLLARD, 3 SEE DETAIL HATCH SAFETY NET (4 TOTAL), SEE MOUNTING DETAIL C 1- I 4 4- _�' SCALE: 1/4!' = 1'-0" CITY OF BAKERSFIELD HOSE BIBB AND 6 RACK, SEE DETAIL -08 PUMP NUMBER (MOUNT ON SOUTHWEST WALL, (SEE NOTE 2) SEE NOTE 5) B 4 ■ �I HOSE BIBB AND 6 RACK, SEE DETAIL p (MOUNT ON SOUTHWEST WALL, SEE NOTE 5) LU O REMOVABLE HANDRAIL, Z SEE SHEET C-07 U 7 0 PUMPS AND PIPING, CL SEE SHEET C-05 O I` Q m Z W Z O CITY RECORDS NO.: DRAWING SEWER LIFT STATION REHABILITATION C 04 LIFT STATION PLAN AND SECTION J SHEET 5 OF 33 SHEETS 11' S-2520 t!) J C 0 �1 0IJ PLAN AT ELEV. 325± SCALE: 1/2" = 1'-0" REV I DATE 1 PLAN AT ELEV. 349± SCALE: 1/Z' = V -0 - PUMP SET POINTS WATER SURFACE ELEVATION (ft) DIVIDED MODE (LEVEL TRANSDUCER) COMBINED MODE (LEVEL TRANSDUCER) EMERGENCY FUNCTION (FLOAT SWITCHES) 331.75 HIGH WATER LEVEL ALARM HIGH WATER LEVEL ALARM HIGH FLOAT: HIGH WATER ALARM, ALL PUMPS ON 331.00 16 PUMP 4 ON 17.4 MIN 330.00 PUMP 2 & 4 ON PUMP 4 OFF, PUMP 3 ON 25 329.00 PUMP 3 OFF, PUMP 2 ON 327.00 PUMP 2 & 4 OFF, PUMP 1 & 3 ON PUMP 1 ON 325.00 PUMP 1 & 3 OFF PUMP 1 & 2 OFF LOW FLOAT: ALL PUMPS OFF (WHEN OPERATING IN EMERGENCY CONDITION ONLY) EQUIPMENT SCHEDULE EQUIPMENT PUMP RATE (GPM) TDH (FT) SYNCHRONOUS SPEED (RPM) POWER (HP) VOLTS PHASE PUMPS 1, 2, 3, 4 1,820 16 1,800 MAX 17.4 MIN 480 3 1,400 25 DESCRIPTION 4 APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ICTINI(_ PIPP IV R LAVI 1114 J FLOW FLOW ► 3 — FLOW � DESIGNED BY PROJECT ENGINEER DSC DANIEL S. CRONQUIST DRAWN BY REG NUMBER EXP DATE DTG 73077 12/31/14 CHECKED BY PROJECT NUMBER JTN 60282923 DATE CADD STANDARDS SEPT. 2013 i AECOM ESS/ - No. IV SECTION SCALE: 3/8" = V-0" AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com Cei — ELEV=345.00 ELEV=343.50 CONSTRUCTION NOTES: 1. ALL FASTENERS WITHIN WET WELL SHALL BE TYPE 316 STAINLESS STEEL. 2. REMOVE EXISTING COATING ON EXPOSED SECTION OF STEEL WALL PIPE AND APPLY SYSTEM No.7 PER SPEC. SECTION "PAINTING AND COATING" 3. FIELD VERIFY LENGTH OF SPOOL PRIOR TO PIPE FABRICATION. 4. VERIFY BOLTING PATTERN AND COMPATIBILITY PRIOR TO FABRICATION OF DUCTILE IRON FLANGE. MATERIALS LIST: O1 12—INCH ECCENTRIC PLUG VALVE (TYPE 510) WITH HANDWHEEL ACTUATOR 2Q 12—INCH SWING CHECK VALVE (TYPE 720) Q3 12—INCH DUCTILE IRON PIPE ® 12—INCH GROOVED END COUPLING Q5 12—INCH INSULATING FLANGE PER (SEE NOTE 4) r7� C-08 © 12—INCH GROOVED FLANGE ADAPTER Q7 12—INCH LONG RADIUS 90' ELBOW ® EXISTING 12—INCH WELDED STEEL PIPE (SEE NOTES 2 & 4) 9Q TYPE 316 SST GUIDERAILS AND GUIDERAIL SUPPORTS PER MFR'S RECOMMENDATIONS 10 TYPE 316 SST LIFTING CHAIN, SIZE PER MFR'S RECOMMENDATIONS 11 POWER CABLE, SEE ELECTRICAL DRAWINGS FOR CONTINUATION 12 SUBMERSIBLE PUMP 13 TYPE 316 SST HOOK AND EYEBOLT (1,000 Ibs MAX. CAPACITY) 14 ECCENTRIC REDUCER (IF PUMP DISCHARGE IS LESS THAN 12—INCHES) 15 PIPE SUPPORT, SEE DETAIL 2 A no 16 ADJUSTABLE PIPE SUPPORT, SEE DETAIL r7� C-06 CITY RECORDS NO.: SEWER LIFT STATION REHABILITATION I C-05 HA 6 SUBMERSIBLE PUMP AND DISCHARGE RGE PIPING DETAILS OF 33 SHEETS S-2520 7 g 01 CI :1 W, C U p� Q �o oEI ZI 0o T p o U J 0 rn l 3 .a o U I p � N N (n N 0 �o o U i o� CD o� .o 0 so a)C> co �o OU) i- o n N J w ii U � 1 2 3 4 5 6 7 8 ALUMINUM ODOR CONTROL COVER, LEGEND SEE SHEET S-01 ELASTOMERIC COATING I REMOVABLE BOLLARDS •••••••••••••••••••••••••••• ANTI—SKID TREATMENT SEAL I • • • INTERMEDIATE TERMINATION JOINT SEE DETAIL ALUMINUM ODOR , CONTROL COVER Z,/� EXISTING HATCH TO REMAIN � ' (4 TOTAL) ° ELEV=360.00 I_ _ [ �W fT ELASTOMERIC COATING �=` 2 _.. — TERMINATION JOINT, SIMILAR . w.. 2 a__r TO DETAIL I-- 4 F1 MATERIAL LIST: Q EXISTING ALUMINUM STAIRS TO REMAIN (3 TOTAL) 2 ROOF TERMINATION EXISTING ALUMINUM HANDRAIL TO REMAIN NO SCALE 4, HANDRAIL, SEE SHEET C-07 1.00 <1 4® EXISTING SLIDE GATE TO REMAIN (3 TOTAL) C PUMPS, PIPING, AND VALVES, SEE SHEET C-05 (4 TOTAL) C CONCRETE „ WET WELL 1/2"TO 1 DEEP fir 2 © EXISTING STEEL PIPE TO BE RECOATED PER SHEET C-05 ° 4 174, 4 DIMENSION TO OUTSIDE EDGE 2 OF SAWCUT ° w�-----------� C SAWCUT ELASTOMERIC u �i �ELEV=343.50 COATING______ NOTES: r3 1. ELASTOMERIC POLYURETHANE COATING, EPDXY PRIMER, _ INTERMEDIATE TERMINATION SURFACE PREPARATION, AND ANTI—SKID TREATMENT SHALL JOINT AT ELEV=333.50�� TYP. TERMINATION JOINT 2 wµ BE PER THE SPECIFICATIONS. B 2. SLIDE GATES AND HATCHES SHALL REMAIN OPERATIONAL B NO SCALE AFTER COATING APPLICATION IS COMPLETE. 3. ELASTOMERIC COATING BELOW ELEV 333.50 SHALL BE 2 INSTALLED IN SINGLE APPLICATION. O 4. LOCATE INTERMEDIATE TERMINATION JOINTS BETWEEN ELEV 333.50 AND ELEV 360.00 AS RECOMMENDED BY THE ELASTOMERIC COATING MANUFACTURER. ELASTOMERIC _.._�,M_ - �_ ELEV=333.00 5. SEE AS—BUILT PLANS FOR CONCRETE WET WELL ' COATING ; DIMENSIONS. � ��.. _.. __ .�__. .— ®..�.� � � 6. RECOAT EXISTING 12—INCH STEEL PIPE PER SHEET C-05 I I I I 4 PRIOR TO APPLICATION OF ELASTOMERIC COATING. 1 I OVERLAP PER 7. INSTALL REMOVABLE HANDRAIL BRACKETS PRIOR TO I I APPLICATION OF ELASTOMERIC COATING. '7 MFR. RECOMMENDATIONS I I I v 8. EXTEND ELASTOMERIC COATING 1—INCH ABOVE FLOOR ONTO I I I 4 EMBEDDED OBJECTS THAT ARE NOT REMOVED PRIOR TO CL_ ELEV=328.00 ELASTOMERIC COATING APPLICATION. COATING MAY COVER _ _ _ I < 4 ANCHOR BOLTS WITH NUTS AND BASE PLATES. , 9. PENETRATIONS INTO COMPLETED ELASTOMERIC COATING FOR O ANCHOR BOLT INSTALLATION, SHALL BE REPAIRED WITH SIKA _< Vb = 1A OR EQUAL AND AS RECOMMENDED BY THE COATING Q A ELASTOMERIC°£ 411 COATING MANUFACTURER. ELEV=324.00 m X INTERMEDIATE TERMINATION JOINT 3 SECTION A 617 o _ SCALE: 3 — NO SCALE 8" = V-0" / � � 1z CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST FESS/ , � �, `� rn No. 73077 ,,, b A K o� C01VOR41, e e� �' � CITY OF e BAKERSFIELD SEWER LIFT STATION REHABILITATION DRAWING C-06 I" LL � ® AECOM Technical Services Inc. 5001 East Commercenter Dr. Suite 100 6 5 DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 4 SHEET % CHECKED BY PROJECT NUMBER W 2 IF NOT ONE INCH ON JTN 60282923 * * s� ,Q Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 ZARC11. IN ELASTOMERIC POLYURETHANE COATING OF 33 SHEETS THIS SHEET, ADJUST SCALES ACCORDINGLY �, '9p . - - OF CA�� F www.aecom.com AIIF 01Z I1' W UJ � DATE SEPT. 2013 CADD STANDARDS AECOM 5-2520 REV DATE DESCRIPTION APPR 1 21 3 4 7 5 6 _ __ 7 O 1 2 3 4 5 6 7 8 _I ALUMINUM HANDRAIL POST TOP OF CONCRETE I � 3 I f 777777D CO ' I �' `�' I o LL J SIDE MOUNTED REMOVABLE HANDRAIL BRACKET CLOSURE CAP 3/8" DIA. x 3 1/2" MIN. [b - NOTES: EMBED SST DRILLED ANCHOR (4 TOTAL) ' L. ..�.._ -, _ -„ w_ _,, - - - - � _.V. I 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. 2. USE SIDE MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT INSTALLATION. 3 I REMOVABLE HANDRAIL INSTALLATION I MOUNT2 (SIDE ) 2 I � SCALE: 1 1 /2" - 1'-0" - 3 MATERIAL LIST .� 4.. 1O REMOVABLE HANDRAIL PER DETAIL _ 4 ALUMINUM HANDRAIL POST WITH SIDE MOUNT PER DETAIL— 1"0 STD. PIPE 2O REMOVABLE HANDRAIL PER DETAIL _ 4 F# F C° a TOP MOUNTED REMOVABLE HANDRAIL BRACKET g WITH TOP MOUNT PER DETAIL NCRETE EDGE OF CONCRETE SECTION L PLAN AT ELEV. 340± O EXISTING FIXED ALUMINUM HANDRAIL 69 TO REMAIN. PROTECT IN PLACE. SCALE: 3/9' = 1'-0" SIDE VIEW B 4'-0" 2'S' 1.25 5/8" DIA. x 4' MIN. EMBED SST DRILLED B 4" MAX. CLEAR SPACING 1 1/27 DIA. ANCHOR (2 TOTAL) BETWEEN HANDRAIL SECTIONS PIPE HANDRAIL o LO LIJ 0 1"0 STD. PIPE 3/8" PLATE 1.25" o EDGE OF L4"x1/4" K' TOE PLATE TOP VIEW CONCRETE U w NOTES: . 4» 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. � Q NOTES: MOUNTING CONDITION PER PLAN 2. USE TOP MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT 4 1. ALL HANDRAILS, TOE PLATES, AND APPURTENANCES SHALL BE ALUMINUM. INSTALLATION. Q 2. ALL HANDRAILS SHALL BE IN COMPLIANCE WITH SAFETY CODE REQUIREMENTS, REMOVABLE HANDRAIL INSTALLATION INCLUDING CAL/OSHA. Q (TOP MOUNT) 3 A 3. ALL HANDRAILS INSTALLED WITH THIS WORK SHALL BE REMOVABLE. EACH SECTION J SHALL BE REMOVABLE BY A SINGLE PERSON. SCALE: 1 1/27 = 1'-0" - m 4. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. Z w REMOVABLE HANDRAIL SECTION SCALE: 1/27 = 1'-0" � • i CITY RECORDS NO.: 6 4 VERIFY SCALES DESIGNED BY PROJECT ENGINEER Q�pfESS/p DJS DANIEL S. CRONQUIST BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 73077 12/31/14 , `� m w No. 73077 rn CHECKED BY PROJECT NUMBER o: ;0 ® COMBAA AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 h`00K Te, t� -� '� r c� d DRAWING SEWER LIFT STATION REHABILITATION C_07 CITY OF SHEET BAKERSFIELD 8 J �° IF NOT ONE INCH ON JTN 60282923 * * THIS SHEET, ADJUST DATE CADD STANDARDS ,9�, C V 1 ��\P Bakersfield, California T 661.325.7253 93309 F 661.395.0359 rA°�'to I,. NVQ, IIF HANDRAIL DETAILS OF 33. SHEETS REV DATE DESCRIPTION APPR SCALES ACCORDINGLYF OF CA1 SEPT. 2013 AECOM www.aecom.com 01Z S-2520 t1� 1 21 3 4 5 6 7 8 ZE CL0 N 3 00 0 U O N L0 N CL �a � M Uo 0 O rn oN oo, .6Q N 0 O 0o �� 0 _J O V � 00 00 L �o o� M O N O 0') N 0 N L OLJCD (� Q 1 2 3 4 5 6 7 8 GALVANIZED THREADED CAP EXPOSED CONCRETE NOTES: TO MATCH 1. COAT BRACKET AND U—BOLT PER SYSTEM NO. 7 OF SPEC. SECTION EXISTING BOLLARDS "PAINTING AND COATING' \ \'� 2. INSTALL THREADED CAPS FOR PROTECTION OF NUTS AND APPLY DO NOT FILL REMOVABLE FILL PIPE WITH CONCRETE SYSTEM No.24 OF SPEC. SECTION PAINTING AND COATING PIPE PORTION WITH CONCRETE INSULATING GASKET, "O" FULL FACE RING �o CD �� INSULATING SLEEVE 5!'0 STD. WT. STEEL PIPE 5 � STD. WT. STEEL PIPE 1/4!' NEOPRENE PAD D 316 SST ANCHOR BOLTS ' INSULATING WASHER INSULATING WASHER GALVANIZED. GALVANIZED. SIZE AND LOCATION PER ADJUSTABLE STEEL OR CAST IRON " PIPE SADDLE SUPPORT, GRINNELL a BRACKET MANUFACTURE WRAP W/ ORANGE WRAP W/ ORANGE ° REFLECTORIZED TAPE REFLECTORIZED TAPE FIG. 264 OR EQUAL Q a j IIIIIIIIIII (2" WIDE ON 7" CENTERS) (2" WIDE ON 7" CENTERS) J 10% 10% 10% 107 w COAT PER SYSTEM NO. 7 OF SPEC. (TYP) (TYP) -- FINISH SURFACE (TYP) (TYP) FINISH SURFACE "PAINTING SECTION AND COATING" STAINLESS STEEL STAINLESS STEEL —'-- --`- -- --- WALL WASHER = SIZE PER MFR. _ _ = i WASHER /\ a \ a 12" SQ x 5/8" THICH STEEL BASE PLATE, ANCHOR WITH 4 5/8" TYPE WELDED STEEL WALL NOTES:' �- D CQ Q 0 316 SST ANCHOR BOLTS, MIN. 4" BRACKET FIG.199 AS i Q. - o �� o o �� w EMBEDMENT MANUFACTURED _ 1. D NOT PPL ETALLI R 01. ER NON—IN ING PAINTS N , . o - 24 0 CONCRETE 18 CONCRETE L ANVIL, OR EQUAL INS TING TS 0 ` OTHE EDGES OFF ES. FOOTING '�' o. FOOTING o 1" NON—SHRINK GROUT PIPE WITH I a o o - = NEOPRENE GASKET D FINISH GRADE 7/8"O STEEL U—BOLT WITH 2. SU NG SLEEV".= TO B.� 1 /6 SHORTER THAN ISTANCE - o _ o Do. „_ G a ALL AROUND a a. a 4 FINISHED HEX NUTS ETWE SST WAS RS EN LT IS FULLY TI ENED. BACKFILL WITH 3/4 D 200 LLO O O O v u. d a u4 Q CRUSHED ROCK �� 3. INSU ING KIT TO P COM'! �. NY TYPE E' EQUAL. V-6" ADJUSTABLE PIPE SUPPORT PIPE SUPPORT WALL BRACKET 2 LAT Q FL.- GE NO SCALE - NO SCALE - NO ALE - REMOVEABLE GUARD POST 4 FIXED GUARD POST' 5 SCALE: 3/4" = 1'-Y' - SCALE: 3/4" = V-0" - s NOTES: =1 1. SIGN TO READ "WARNING -NON POTABLE WATER". N SIZE 2. HOSE TO BE SUPPLIED WITH RACK PER SPECIFICATI GONCR C?. SIGN 3. COAT ALL STEEL SURFACES ABOVEGROUND WITH SYSTEM No: I ER SPE SECTION "PAINTING AND COATING". COAT ALL STE _, RF " OW _ e ° GROUND WITH SYSTEM No. 7 PER SPEC. SECTION AN NC. w r,... _ SI — XI iX 4. DO NOT COAT PVC, BRONZE, OR STAINLESS STEEL. 5. PREVENT DIRECT CONTACT BETWEEN ALUMINUM ROOF, AND STEEL PIPE.316 SST 1 /4" BOLT + > 316 SST STRAP WITH XI IX &WASHER ° 1/2" 316 SST ANCHOR 11 STEEL HOSE CONCRETE CAP BOLTS (TYP.) 5' O.C. RACK C° + + 1" SCH 40 X X 1/4" BOLT & WASHER 2"0 SCH 80 HOSE o PVC PIPE 1" HOSE BIBB STEEL PIPE FRP B HOSE BIBB RACK °B (TYPE 422) > 1" BALL VALVE, TYPE 310 0X X o o ° QUICK CONNECT __ STEEL 316 SST U—BOLT 1" HOSE —' ` ADAPTER HOSE 2"0 SCH. 80 PIPE CLAMP CONNECTION O + + p 0 o RACK STEEL PIPE �� 1 SCH 40 ° W BRONZE PIPE I p ALUMINUM N ALUMINUM N ALUMINUM ROOF O ROOF ROOF 0 o o N N I1UI111 W CL 316 SST STRAP WITH ° 316 SST STRAP WITH p I 0 1/2" 316 SST ANCHOR D o 1/2' 316 SST ANCHOR 1" SCH 40 - / / ° BOLTS TYP. ° BOLTS (TYP.) CN (TYP.) TYP. ° p PVC PIPEif EXTERIOR ELEVATION Q A D INTERIOR ELEVATION INTERIOR HOSE BIBB & SIGN CONCRETE WET WELL CONCRETE WET WELL BRASS MIP x - PVC SLIP 5 EXTERIOR HOSE RACK ADAPTER EXTERIOR HOSE BIBB & SIGN Z W Z TYPICAL HOSE BIBB, RACK, AND SIGN DETAIL s ° NO SCALE — Q CITY RECORDS NO.: VERIFY SCALES DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST QROFESS/ O C E3AK SEWER LIFT STATION REHABILITATION DRAWING C-08 LL 6 5 DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31 /14 BAR IS ONE INCH ON ORIGINAL DRAWING `� \ CITY OF LL SHEET 4 �, m No. 3077 Am *� * AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 � a b BAKE RS F I E LD 9 W CHECKED BY JTN PROJECT NUMBERUj 60282923 2 IF NOT ONE INCH ON THIS SHEET, ADJUST s ? 9T �� T 661.325.7253 F 661.395.0359 C' M aev Ii " 4IjF PIPING DETAILS OF 33 SHEETS I' 1 DATE CADD STANDARDS � SCALES ACCORDINGLY SEPT. 2013 AECOM E` FO OF CALF www.oecom.com 0 5-2520 w REV DATE DESCRIPTION APPR 1 27 3 4 5 76�7 7 8 1 2 3 4 5 6 7 8 INSTALLATION ABANDONMENT INSTALLATION: 1. REMOVE AND STOCKPILE UPPER 12 -INCHES OF TOP SOIL. DO NOT REMOVE FROM SITE OR MIX WITH TEMPORARY GUARD RAIL, .-� OTHER STOCKPILED MATERIALS. CAL/OSHA COMPLIANT o w C J ° 2. REMOVE AND STOCKPILE EXCAVATED MATERIAL TO A DEPTH OF 4 -FEET BELOW TOP SOIL (5 -FEET (SEE NOTE 5) z cn J w ,- o— o w L Zn BELOW EXISTING GROUND). DO NOT REMOVE FROM SITE. o o z � C. z 3. REMOVE AND PROPERLY DISPOSE ALL EXCAVATED MATERIAL BELOW 5 -FEET FROM EXISTING GROUND. w StNLn N w DO NOT STOCKPILE ON-SITE. V_ 4. TERMINATE EXCAVATION AT SPRING LINE OF EXISTING SEWER PIPE. BACKFILL OVEREXCAVATION WITH ELEV 360.0± EXIST. GRADE EITHER SAND OR CLSM PER SPECIFICATIONS. III I I �_I I —III I ► ► 5. PROVIDE CAL/OSHA COMPLIANT GUARDRAILING AT TOP OF CAISSON AT ALL TIMES. D II— 0 z MATERIALS: 0 -d- < a (n 6. CAISSON MAY BE EITHER STEEL OR CONCRETE. ,d N Y 6 7. CAISSON SHALL HAVE A NOMINAL DIAMETER BETWEEN 8 -FOOT AND 12 -FOOT. C:) Y o 0 0 00 c Z 8. THICKNESS/GRADE OF CAISSON SHALL BE SUFFICIENT FOR THE DIAMETER SELECTED AND DEPTH OF v z J o o w EXCAVATION. SUBMIT STRESS CALCULATIONS SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR w `� � o �, STRUCTURAL ENGINEER FOR THE CAISSON DESIGN. Y �- 9. CAISSON CAN BE EITHER OF NEW OR USED MATERIALS. USED MATERIAL SHALL BE REPAIRED TO m m PROVIDE CONSISTENT THICKNESS AND STRENGTH THROUGHOUT THE CAISSON. CAISSON DAMAGE DURING 8' TO 12'0 CAISSON, CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST. CONCRETE OR STEEL`= � SETTLEMENT & BEARING: 10. AT NO TIME SHALL THE CAISSON BEAR UPON THE EXISTING SEWER PIPE. 11. PROVIDE AN OPENING IN THE CAISSON FOR THE SEWER PIPE THAT ALLOWS FOR SETTLEMENT. PATCH THIS OPENING WITH NEOPRENE AND GROUT. 12. PLACE STEEL SHIMS, CONCRETE FOOTINGS, OR OTHER MATERIAL AS NECESSARY TO PREVENT 0 0" o SETTLEMENT. wz Z cr w V) Li w ABANDONMENT: C - o 13. CLEAN INTERIOR OF CAISSON AND THEN DISINFECT PER AWWA C652. C z 14. REMOVE AND PROPERLY DISPOSE OF UPPER 5 -FEET OF CAISSON AS MEASURED FROM EXISTING GROUND ELEVATION. ALTERNATIVELY, THE ENTIRE CAISSON MAY BE REMOVED AND PROPERLY DISPOSED OF. 15. BACKFILL CAISSON/EXCAVATION WITH SAND OR CLSM PER SPECIFICATIONS TO AN ELEVATION 5 -FEET BELOW EXISTING GROUND. EXCAV TED MATERIAL FROM CAISSON CONSTRUCTION SHALL NOT BE USED ELEV 343.00 MAX. WATER SURFACE .. FQR BACKFILL. .. - .. TOP SOIL,CDC I . ` ; _ N SYSTEMS TO PRE-EXISTING CONDITION. LANDSCAPING T ATI DURINGR TI, SHALL REPLACED AT NO ADDITIONAL COST. y �=. ELN REP 1 — ' C#.. L BE OF UFFICIE ICKN SS NOT DEFLECT MORE THAN 0.25 -INCHES DURING C N&( ETE PLACEM . SH FO TO GREENBOOK 210-2. 18'ek EXPOSED CONC WITH OME I PER SPECIFICATIONS. OVERLAP COATING WITH PVC LINING. w c� z PIPE PLUG J19. PLUG SEWER AT DOWNSTREAM SIDE OF CAISSON FOR DURATION OF BYPASS TO ISOLATE LIFT STATION. cn Q �z v, o aQ Mw o B B * REMOVE WITH ABANDONMENT TO REPAIR PIPE AND FACILITATE DRAINAGE. — PVC LINER PLATE 3,-0„ z (SEE NOTE 17) REMOVE TOP OF PIPE, MAX. -- COAT EXPOSED CONCRETE CONCRETE o0 W 6' LONG (MAX.) � (SEE NOTE 18) SAWCUT (TYP. ALL SIDES) O #4 CONT. (5 TOTAL) Z ELEV 331.5± GROUT BASE 4" THICK. SLOPE TO DRAIN INTO PIPE * 4 a o a: a : a a ° TOP OF PIPE a #4 @ 8" O.C. F l� SAND OR CLSM BACKFILL (SEE NOTE 4) SEE NOTE 11 .:�'•~- � SEALANT, ALL SIDES (TYP.) 6CL ` SHIM ORFOOTIN\(SEE NOTE 12) MIN. SPRING LINE ' ELEV 330.0± `•:• ti " SPRINGLINE 1'-0" TYP. SEE NOTE 18 Z 0 BOTTOM OF EXCAVATION �,\\\\\\\\\\ -.,� \\\\\ \\� ~ ;.; UNDISTURBED EARTH REMOVED PIPE SECTION TO BE REPAIRED A ELEV 328.0± EXIST. 42" PVC PIPE INVERT EXIST. 42" PVC LINED RCP LINED RCP m Z CAISSON DETAIL SEWER PIPE REPAIR 2 SCALE: 1/27 = V-0" - SCALE: 1/2" = 1'-0" - 0 Q CITY RECORDS NO.: 6 DESIGNED BY VERIFY SCALES DJS PROJECT ENGINEER DANIEL S. CRONQUIST QROFEssio � B a K E SEWER LIFT STATION REHABILITATION DRAWING C_09 � 5 BAR IS ONE INCH DRAWN BY ON ORIGINAL DRAWING DTG REG NUMBER EXP DATE 73077 12/31/14 - CITY OF J 4 3 CHECKED BY JTN PROJECT NUMBER 60282923 rzn AECOM Technical Services, Inc. r No. 73077 „� � BAKE RS F I E L D � 5001 East Commercenter Dr. Suite 100 * * Bakersfield, California 93309 SHEET 1 1 O IX W 2 IF NOT ONE INCH ON THIS SHEET, ADJUST DATE CADD STANDARDS ,9T C � V 1 � ��\P T 661.325.7253 F 661.395.0359 ��I,jF 11, CAISSON DETAILS OF 33 SHEETS I'' 10 23 13 RESIVED PER ADDENDUM N0. 2 JTN SCALES ACCORDINGLY F OF W REV DATE DESCRIPTION APPR SEPT. 2013 AECOM CAV_�E� www.aecom.com S-2520 i (), 1 1 12 3 4 1 _-- 5 76 _ _7__ _ 8 11 W, O N N O Qi O 0 U E 0 z 0 0 J 3 C) U U 0 N Ln N co N 0 o.Q Q� U 00 O 21 C) 'Cf) 0 10) �o 00 s� Q) (n 0 W mm 0 0 0 'T N U N i LU �W Cif D X 1 2 3 4 5 6 7 8 INSTALLATION ABANDONMENT INSTALLATION: 1. REMOVE AND STOCKPILE UPPER 12 -INCHES OF TOP SOIL. DO NOT REMOVE FROM SITE OR MIX WITH TEMPORARY GUARD RAIL, �-, OTHER STOCKPILED MATERIALS. CAL/OSHA COMPLIANT o w ° 2. REMOVE AND STOCKPILE EXCAVATED MATERIAL TO A DEPTH OF 4 -FEET BELOW TOP SOIL (5 -FEET (SEE NOTE 5) z 675 Jw o w BELOW EXISTING GROUND). DO NOT REMOVE FROM SITE. o z � Z 3. REMOVE AND PROPERLY DISPOSE ALL EXCAVATED MATERIAL BELOW 5 -FEET FROM EXISTING GROUND. o w to w DO NOT STOCKPILE ON-SITE. N v v 4. TERMINATE EXCAVATION AT SPRING LINE OF EXISTING SEWER PIPE. BACKFILL OVEREXCAVATION WITH ELEV 360.0± EXIST. GRADE r EITHER SAND OR CLSM PER SPECIFICATIONS. p I Iii- 5. PROVIDE CAL/OSHA COMPLIANT GUARDRAILING AT TOP OF CAISSON AT ALL TIMES. —I MATERIALS: 6. CAISSON MAY BE EITHER STEEL OR CONCRETE. a N w v ¢ w 7. CAISSON SHALL HAVE A NOMINAL DIAMETER BETWEEN 8 -FOOT AND 12 -FOOT. UJI -' Uj o of 8. THICKNESS/GRADE OF CAISSON SHALL BE SUFFICIENT FOR THE DIAMETER SELECTED AND DEPTH OF v z J o w EXCAVATION. SUBMIT STRESS CALCULATIONS SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR w Q w cn STRUCTURAL ENGINEER FOR THE CAISSON DESIGN. "'v Y Wv 9. CAISSON CAN BE EITHER OF NEW OR USED MATERIALS. USED MATERIAL SHALL BE REPAIRED TO m PROVIDE CONSISTENT THICKNESS AND STRENGTH THROUGHOUT THE CAISSON. CAISSON DAMAGE DURING 8' TO 12'0 CAISSON, , , CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST. CONCRETE OR STEEL SETTLEMENT &BEARING: J 10. AT NO TIME SHALL THE CAISSON BEAR UPON THE EXISTING SEWER PIPE. Y 11. PROVIDE AN OPENING IN THE CAISSON FOR THE SEWER PIPE THAT ALLOWS FOR SETTLEMENT. PATCH P` PENING WIT D U-1 Uj TEEL SH OTHER MATERIAL AS NECESSARY TO PREVENT J _ SETTL� ENT. oo � vi w z v AIDO NT: " o 1,LEA IN NTERIO S TH DISINFECT PER AWWA C652. C z 141EMOVE AND PR DI SE OF PPER 5 FEET .OF CAISSON AS MEASURED FROM EXISTING GROUND ELEVATION. ALTERNATIVELY, THE ENTIRE CAISSON MAY BE REMOVED AND PROPERLY DISPOSED OF. 15. BACKFILL CAISSON/EXCAVATION WITH SAND 0 CLSM PEQ SPECIFICATIONS &N ELEVATION 5 -FEET BELOW EXISTING GROUND. EXCAVATED MATERIAL FROM CA SON CONSTRUCTION LL NOT BE USED FOR BACKFILL. 16. RESTORE TO LANDSCAPING, AND I RIGATION SYSTEM TO PRE-EXISTING COND ON. LANDSCAPING THAT DIE URING NSTRUCTION SHALL E REPLACED AT 0 ADDITIONAL COST. ELEV 343.00 MAX. WATER SURFACE PIPELINE REP 17. PVC ALL BE OF SUF CIENT THICKNESS NOT DEFLECT M E THAN 0.25-1 ES DURING CO R E PLACEMENT. VC SHALL CONFOR TO GREENBOOK 0-2. o 18. C AT POSED CONCR WITH ELASTOMERI PER SPECIFICATIO . OVERjpW COATING WITH PVC LINT w w a PIPE LUG w 19 PLUG SEWER AT DOWN REAM SIDE OF CAISS FOR DUR OF BYPASS TO ISOLATE LIFT STATI �J Q Z LO LO O W j� M O B � B * REMOVE WITH ABANDONMENT TO REPAIR ' 0) PIPE AND FACILITATE DRAINAGE. PVC LINER PLAT 2'-0" z (SEE NOTE 17) � J ' MAX. COAT EXPOSED CONCRETE REMOVE TOP OF PIPE, CONCRETE 11I ;, (SEE NOTE 18) 6' LONG (MAX.) O SAWCUT (TYP. ALL SIDES) a ° #4 CONT. (5 TOTAL) GROUT BASE 4" THICK. £$o : a a. ELEV 331.5± SLOPE TO DRAIN INTO PIPE * ° TOP OF PIPE a a 4 @ 8" O.C. � W 77 SAND OR CLSM BACKFILL (EE NOTE ) :. °..a TYP. ' SEALANT,ALL SIDES (TYP.) f � SEE NOTE 11 SHIM OR FOOTING (SEE NOTE 12) Q.Q. s IN. `:... ° �.. SPRING LINE . ELEV 330.0E ~ ? ,. - �=y SPRINGLINE SEE NOTE 18 BOTTOM OF EXCAVATION \ 1 -0 TYP. REMOVED PIPE SECTION UNDISTURBED EARTH TO BE REPAIRED A ELEV 328.0± EXIST. 42" PVC PIPE INVERT EXIST. 42" PVC LINED RCP LINED RCP m Z CAISSON DETAIL � SEWER PIPE REPAIR 2 SCALE: 1/27 = 1'-0" - SCALE: 1/27 = 1'-0" - CITY RECORDS NO.: DESIGNED BY PROJECT ENGINEER DRAWING VERIFY SCALES DJS DANIEL S. CRONQUIST QROFESS/p ® �AK�, SEWER LIFT STATION REHABILITATION C_09 6 C OR'T J BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ? �`"`OW 1D�'S f 5 ON ORIGINAL DRAWING DTG 73077 12/31/14 Z '"` C 1 TY O F SHEET 4 i i w No. 73077 rn AECOM Technical Services, Inc. CHECKED BY PROJECT NUMBER o` � 5001 East Commercenter Dr. Suite 100 J C BAKERSFIELD 10 * 09 w Taker 325.7253forni 6 13395.0359 2 IF NOT ONE INCH ON JTN 60282923 CAISSON DETAILS Q OF 33 SHEETS I I' THIS SHEEP, ADJUST SCALES ACCORDINGLY DATE CADD STANDARDS 9TF OF CA�� 0�� www.aecom.com 4-1 i'' 0 RAZ S-2520 REV DATE DESCRIPTION APPR SEPT. 2013 AECOM 1 2 3 4 5 6 7 8 0 o� o o� .o 0 00 L O N O oU-> CD 6 O j/� N (n J W (7 U :IF I rQ-- M m J N � U i i� �w Elf �o m c c� o I 0 N U N &i6i Ld in X 1 2 3 4 5 6 7 8 EXIST. ELECTRICAL VAULT EXIST. AT&T RISER #5 PULL BOXF-2] ; EXIST. 27C, 2 #2 Q #5 PULL BOX EXIST. 42" SEWER—�-�� .�� I EXIST. 27C, 2 #25] r� 1=0 ......�_.� O r� 0 5' 10' EXIST. ELECTRICAL �— E E - EXIST. WATER r- �' EXIST. SERVICE PEDESTAL ' —e, CAISSON, SEE SHEET C -09' (((I °9,i y, $'.P'^ 6 ,� y''ati ,., •. J' ' 4' f =V �, .� ! Know what s below. EXIST. TRAFFIC SIGNAL CONTROL BOX Call before you dig. C, 2#2F1_1 i x, EXIST 27F-1 TRAFFIC PULL 1 BOX (TYP.) NOTES: 1. NOT ALL TRAFFIC SIGNAL EQUIPMENT OR CONDUITS ARE SHOWN, SEE AS—BUILT PLAN (PROVIDED AS AN APPENDIX ' TO THE SPECIFICATIONS). \ ' ` •'" (�`` `=- I POWER TO TRAFFIC DURING 2. PROVIDE TEMPORARY SIGNAL SERVICE RELOCATION. � :_ `_ 3. ELECTRICAL SERVICE MATERIALS AND INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF PG&E. - t 4. PULL BOXES SHALL CONFORM TO THE PROVISIONS IN "PULL SECTION 86-2.06, BOXES", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. / RECESSES FOR SUSPENSION OF BALLASTS WILL NOT BE REQUIRED. . :5. CONDUCTORS AND WIRING SHALL CONFORM TO THE #5 PULL BOX ® PROVISIONS IN SECTION 86 2.08 "CONDUCTORS, AND SECTION 86-2.09 "WIRING', OF THE STANDARD €`ea f E { ,��e ,� { � � � "'wyu ✓/ � My B._,_ a '"'"' SPECIFICATION AND THESE SPECIAL PROVISIONS. THE B I CONTRACTOR SHALL USE MULTI—CONDUCTOR ELECTRICAL / g j I IAll , EXIST. 8 HIGH BLOCK WALL CABLES. }' €€ C I { ✓ t U d I 6. CONDUCTORS SHALL BE SPLICED BY THE USE OF ff C I i I SHAPED COMPRESSION CONNECTORS AS SHOWN ON STANDARD PLAN ES 13. SPLICES SHALL BE INSULATED O � �4 I € I �, �' �� if �• BY "METHOD B". I I � � �� 7. THE CONTRACTOR SHALL COORDINATE WITH PG&E FOR 0 � \H a `�'_ f ,` SERVICE SHUTDOWN. THE OWNER WILL PAY ALL REQUIRED 10 ' COSTS AND FEES REQUIRED BY PG&E. gg i W_ I PULL OUT CONDUCTORS AND WIRES FROM EXIST CONDUIT EXIST. PAD MOUNT AND PROPERLY DISPOSE OF. ABANDON CONDUIT IN PLACE. CL : TRANSFORMERS ' REMOVE PULL BOX AND RECONSTRUCT CONCRETE SIDEWALK -;;2 . EXIST. C, 2 #2 30 2 0 0 0 � PER CITY STD ST -8. F3 PROTECT EXIST CONDUIT, CONDUCTORS, AND WIRES IN PLACE. f I ®INTERCEPT AND SPLICE TO EXISTING CONDUCTORS AND WIRES. m EXIST. ,' 5 t TQ I BREAKER Uj BOX .' p I - I CITY RECORDS NO.: DESIGNED BY PROJECT ENGINEER DRAWING VERIFY SCALES DSC DANIEL S. CRONQUIST Q�oFEss�o, _�0 13A SEWER LIFT STATION REHABILITATION C-10 6 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE C �0) °'� °HATea ` 5 ON ORIGINAL DRAWING a � # CITY O F I I CHECKED BY PROJECT NUMBER w� No. 73077 �,, i, b SHEET 4 DTG 73077 12/31/14 Am AECOM Technical Services, Inc. r 5001 East Commercenter Dr. Suite 100 BAKE RS F I E LD 11 '� w 2 IF NOT ONE INCH ON JTN 60282923 * * Bakersfield, California 93309 TRAFFIC SIGNAL POWER SUPPLY RELOCATION PLAN OF 33 SHEETS T 661.325.7253 F 661.395.0359 �'ALIOF THIS SHEET, ADJUST DATE CADD STANDARDS ,9r C , o��r o } �5-2520 1 SCALES ACCORDINGLY F OF CAL�F www.aecom.Com(01 REV DATE DESCRIPTION APPR SEPT. 2013 AECOM w 1 2 3 4 _ 5 _ _ _ 7__ _ _ 8 _� CD N 0 A o� CD CD0 h p O �O C O o n 0o 00 N N J w U 1 2 3 4 5 6 7 8 1"0 SST. STD. PIPE ALUMINUM HANDRAIL POST 25 ALUMINUM ODOR CONTROL COVER NOTES:( 1.25" 1/270 LOCKING 27 TYP. 5/8" DIA. x 4' MIN. 5/9'0 SST EPDXY ANCHOR, EMBED 10„ 1. COVER SIZE AND CONFIGURATION SHALL MATCH EXISTING BOLTS AND NUTS EMBED SST DRILLED CONCRETE WET WELL STRUCTURE. AS -BUILT PLANS ARE 51” TOP MOUNTED II II ANCHOR (2 TOTAL) PROVIDED WITH BID DOCUMENTS FOR REFERENCE ONLY. 2u-)2 TOP OF ,� FACE PERIMETER VERIFY ALL DIMENSIONS IN FIELD PRIOR TO SHOP HANDRAILEBRACKETI I ONCRETE 1" 0 STD. PIPE C CLOSURE CHANNEL .. o DRAWING SUBMITTAL. EDGE OF 3/8" SST. PLATE 3" 3/8" ALUMINUM PLATE 2. COVER SHALL BE DESIGNED AND FABRICATED BY A ' '. ' + �� ' ` QUALIFIED MANUFACTURER PER SECTION 7-1.22. CONCRETE : ` . == 6» 1.25" C8x6.48 '6f, EDGE OF 3. COVER SHALL BE INSTALLED BY A QUALIFIED ERECTOR ' TE �� CONCRETE 3/4 SST BOLT L5 x 4 x 1/2 x 0'-6!' LLO / p PER SECTION 7-1.22. SIDE VIEW TOP VIEW 1 1/2% 1 1/2% CONT. = =''' �° I 8 x 6.18 4. AIR DUCT SIZES SHOWN ARE NOMINAL DIMENSIONS. THE HANDRAIL NOTES: SPONGE RUBBER SEAL _, o f— �- » �- PL 1/2 4 1 3 W/ CONTRACTOR SHALL VERIFY OUTSIDE DIMENSIONS OF 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. - x x DUCTS PRIOR TO SHOP DRAWING SUBMITTAL. 2. USE TOP MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT INSTALLATION. SEALANT ALL AROUND 1 1 /8"0 HOLE ® 24" O.C. 5. ELECTRICAL CONDUIT AND WATER PIPE PENETRATIONS 3. ALL MATERIALS SHALL BE TYPE 316 STAINLESS STEEL UNLESS OTHERWISE NOTED. 7_ 1/2 4 CONT. EPDM x x ARE NOT PENETRATION O LOCATIONS AND WN. THE CONTRACTORS PER LELECTRICAL DETERMINE FIXED HANDRAIL INSTALLATION (TOP M NT W I = C RUBBER BRNG PAD DURO 60 ou ) 2 II µ>_ AND CIVIL PLANS. SCALE: 1 1/2" = 1'-0» X _ ELASTOMERIC COATING H"":. & COVER SUPPORT DETAILS ARE PROVIDED FOR BIDDING i o o PURPOSES ONLY. wLi/ C4x2. PENIN 1 ROOF rA 1 ALL AROUND ANE 0 -2 ALUMINU I CTIONS UCT I 8, I 4, & = 6061-T6 ALUMINUM s -o3 PERIMETER WALL 8'-0»t 5'-0»t 9'-0' 2» SINGLE LEAF OR DOUBLE �5' 0 2' 4' 5/8"0 EPDXY ANCHOR HILTI-HY 200 �� LEAF ACCESS HATCH ADHESIVE W/HILTI HAS ROD (CENTERED OVER STAIRS) j ,BEAM SUPPORT c I EXTERIOR WALL A c X .. x �., SCALE: 1 1/2" = 1'-0" - X X x- 'x x X X X X 18x6.18 x x x X, 1 �` ,,0 �,� f �I �_. . _ _ _.... v___._ _.__m._ _ X x� X 3 _........._.____ 18 x 6.18 x X x 3/4"0 SST BOLT rA�. , INUM HA All X X X X X X X,x X C:) ALUMINUM ODOR - - - '- P D L. INSTAL -' » X X X x x , X x ER 2 1ff CONTROL COVER R AFTAL 1 X X X X X X X X X X x x X X X X ,�` CO COMPLETE. X X X x. x x INSIDE WX x x I X X x X X x X x X X yX X x6. X X X X x x x x X x x X X X X X X X x x x , X x X X X w X X X NOW x ( ED i @+ X: X X X >: X x X X X >:. x X X X X X X X X X X X X X X X0�►: X X X X X 3f� I6 x 4.03 COPE `� �- X X L X X X X X X X FLANGE TO FIT C:) X/ x �: X X X X ;�;� x X X X X X . .� �� X X X X X X X X X X X ,� i � I �, N �� _ X X' x X X X X X X X X X X X X x x a X X X X X X X x x r X X X F Fo, ALUMINUM PLATE (� I 0 X X X X >i X >4 X X X X X X ,' X X K X X X X X. X X X X X X X X X X X '&X X X X X X X X — 4 » U-) 3/8 x 3 1 /4 _ _ I X ,10r. �'x X I X x x X x x X X x x x <. X� X X X X X X X x X x x x x X x X X X X X X X X X COPE TO FIT TYP.) I �. ( ' ) t x X x x x X x X X. x X X X X X X f) XI x fir. X X X X X X X X X X X X sE X X X X X X X X X X x X x x X x x x X x x x x X X x X x 4 A X I X X I X X X X X X ;X X X X X X N, X, X X X X X X X x x X x x x x X x X X x X x X x x x S-02 B _ xI x X x x x x Y, x X x X x X x x x a x x X x x x X x X x x X x X V X X x X x x X I - .. I 4x2.79 B INTERIOR BEAM CONNECTION 3 I x X X X, x X x >1 x X X x X X y X x x x x X x x x x X X X X X X X X x U.O.N. x X x X X x x X -0» - X l x X X X X X X X x X x X x x x� , X x X, X X X X X :00 X x x x x X X X X x x x X X X X X :, I SCALE: 3" = l' -O"7 _�_.� _ _. ________ Q) I X X X X X x X X X X X x cfl a� x x 3� X X X X ; ct? X X X X X x X X X x X X X X X X X X OPENING IN ROOF, o ; o INSIDE WALL X xx X X X X x :x of X X X X X X X X X X X X X X X x X X X X X X x x X X :: PANEL FOR EF -1 :'C X X X F x x rC �'.� 'X x x x X X :: .ti X .r, X X iia X X x xX x x X X x X X X X 3: x X X X x LU DUCTING x�° 111 X X X X X X X. X X X X X X > X X X X X X x X x x x x x xx X x e x x x f x BEAM Al,. -�--�-��- , � 3/8»� 1" SST SCREW X X X x X x X x X. x >X 1� X. , X X X X X x x x x X X x X x X x x x x X x ;K Z Xx X x �. x x x x � x x x, x x x x x X X x x x x x x x. X X x x x X x X x X 1» SET FLUSH @ 12" O.C. X y: 0 O .= O o� -Ln 000 0 0 �o 0o 0 L CD 00 � N J w CD U � 1 2 3 4 5 6 7 8 ALUMINUM ODOR CONTROL COVER NOTES: EPDXY ANCHOR 6" EMBED, ALUMINUM ODOR 1. COVER SIZE AND CONFIGURATION SHALL MATCH EXISTING CONCRETE WET WELL SIZE AND NUMBER PER CONTROL COVER STRUCTURE. AS -BUILT PLANS ARE PROVIDED WITH BID DOCUMENTS FOR REFERENCE ALUMINUM COVER MFR. ONLY. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO SHOP DRAWING SUBMITTAL. 2. COVER SHALL BE DESIGNED AND FABRICATED BY A MANUFACTURER WITH AT LEAST 10 YEARS EXPERIENCE IN SIMILAR ALUMINUM COVERS FOR RAW SEWAGE AND EXIST. CONCRETE WASTEWATER APPLICATIONS. WET WELL AJ 3. COVER SHALL BE INSTALLED BY AN ERECTOR WITH AT LEAST 10 YEARS EXPERIENCE IN THE INSTALLATION OF ALUMINUM COVERS FOR RAW SEWAGE AND WASTEWATER T APPLICATIONS. A SANTOPRENE OR S-03 4. AIR DUCT SIZES SHOWN ARE NOMINAL DIMENSIONS. THE CONTRACTOR SHALL VERIFY PENING IN OF1--=i: - NEOPRENE SEAL - w OUTSIDE DIMENSIONS OF DUCTS PRIOR TO SHOP DRAWING SUBMITTAL. � NEL FOR -2 0 2' 4' - - 5. ELECTRICAL CONDUIT AND WATER PIPE PENETRATIONS ARE NOT SHOWN. THE CTING CONTRACTOR SHALL DETERMINE PENETRATION LOCATIONS AND SIZES PER ELECTRICAL SINGLE LEAF OR DOUBLE H 6 ELASTOMERIC COATING - : W AND CIVIL PLANS. �� LEAF ACCESS HATCH _ MIN. (COATING SHALL BE CENTERED OVER STAIRS) INSTALLED PRIOR TO x pp ALUMINUM COVER) € 4 t I .. I N i ALUMINUM ODOR x. x x A-- 4 X X Y; CONTROL COVER _` '' x X' x X X �„ ! r-�x � - �. , 1 __ :::: �� :� : �_ : m - � 3 ROOF ATTACHMENT SCHEMATIC KA X - x �x X x VA x.=m 'X x X x x x -UM NO SCALEAIN. - ED NU AN IL PE ><:x _. X x Al 1 LL H D IL AFTE ,' C < - 1 xx L� UIQ MPLET x x -x x .x x x x x x 1 i INSIDEALx C x X I rt. X x x x x: x x X x x x � a°> » 1 STD PIPE NUM HANDRAIL ALUMINUM x x x: x x x x x x x x x x x x o, x X x x x ,� x x X x x x x X :K x x x" x 3j" •✓ �� ✓✓ as ®�c �� ,,,CO x. ,_ .l X )S X x x. X x x ,, Y� ,. ;� ¢. X x. l'e X x X X X X X X F. ,,, X X X P X y{, 1/2"� LOCKING » POST '=� 8 0 1 2 BOLTS AND NUTS T X ,,r � x. `'F x x x _ ®x X X X X X i; X ' X X X X X �, �� - I TVP. I, x �< x x x x x x x x X x X, X x >11 x :� X x x X x x x x x x X x x X X x x x -_ .. x x x i Y X 1 '1 x' �� X x x x x x x x X x x x x x x x x x x x x„ x x x x X x X x x x x x TOP MOUNTED REMOVABLE u u ! O)' rip I x �- x— X X x x: ; x x X X x: ;: �rt X x X X X X X X X X X X x X x x x x x x x X x ,. µ ::µ .. :. ._ ff x 1 x X x< x� x x x x x x x x x x x x x x X x x x x x x x x x X x x x x x �x x x x 4 HANDRAIL BRACKET TOP OF A CONCRETE C" X1 1 � x:l � x X :< x X X �� x r ;< X X X X � X� X X X x. X x X � X � X �� ;� x >: � �: EDGE OF x I x — x x x t x x x x � x X; X X X x x X x x x X x x x X X x x x X x x x X S-02 CONCRETE .- x x X X X x x X X X x X X x X x X x x X X X M x x x x° x x x x .l Ix x x 11 x x Al x x X: X x x x x x x x x x x x x x x X x x x x X x X x x x x x � � ' 6 X X x x x x x X X ,. X X X X XX X X X X x X x x xx x � ___, SIDE VIEW � I � x x x X �. �'= '� x X x i< X ._ `: X X x X X x x x x X X X X x �: X X X X 's x X- x0 � _ ,�`.� � � � x x x x ,- x, X x. x X� ;'K X x X X X X X X X X X X x X x x. X X X X x x ,_ '�� INSIDE "WALL ; x t ;;� x X x x, a< X X X x X X x X x x x X x x x x x X x ;x x x X x X x x x X x�. ` 2.5" 1 5/8" DIA. x 4" MIN. » EMBED SST DRILLED 1.25 \Ix x X x x X X v x t x X x x x x X x X X x x X :< X x x x X x X X X x x x X X ,' x OPENING IN ROOF `� � � X X X x :� x x X X X � 9 x x x x x x x x x x x x x x x x X X ;� x -� ;= x x x x ANCHOR ( TOTAL) 2 L B ,�, PANEL FOR EF -1 \ o„ DUCTING,`� =F x xr x: � x� ,� X x x X x �e ;� P� x x as x�� x �; X X x X� X X X x r' ', x z: X ;c x X X x x f: X X. ?: ;l. Y, Ix X x X X. :%a X Y x ;'•:.,........_ .�': ,� ,..._,.. _,.a V X. x sg x e x � x x ); x x x X x x x x. x x, x x. x X x x X x X 1- If �� 1 0 STD. PIPE \ Y' .. ,< � x x x x X X x x x x x x x x, x x X X x X X x X x x x X x X x X x x x x X x x X x x x X x, x \ x x `"'x --x x x x x x x x x x x X x x, x __ _ .. _ 2 'Q" 3/8" PLATE 6 1.25» EDGE OF x �x x x, x; x x X X A1 X x X X x x x. x x x� x ATOP _Off _ f - x x x x� x ,. x, x 00 CONCRETE TOP VIEW NOTES: O Xgo/ 1( b� ` F x X x ... X XLU -�..a ._ m_.....�.,_.. _� __ _�. _. 11" xX___._.,._.. 1. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. 2. USE TOP MOUNTED BRACKET AND HANDRAIL AS TEMPLATE FOR ANCHOR BOLT _ ____ INSTALLATION. OPENING IN ROOF PANEL FOR SF -1 3. ALL MATERIALS SHALL BE TYPE 316 STAINLESS STEEL UNLESS OTHERWISE NOTED. DUCTING Z 2" DIA. OPENING IN ROOF PANEL FIXED HANDRAIL INSTALLATION FOR 1" SCH. 40 PVC WATER PIPE (TOP MOUNT) Q DECK PLAN A SCALE: 1 1/2" = 1'-0" - SCALE: 1/27 = 1'-0" - m T W 0 CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY DJs PROJECT ENGINEER DAVID J. SCHERSCHEL �1; � s�'�� 's F � , � `' 1 g� w No. S1572 rn �AK� N°�"R°'E�� "� # f CITY OF d SEWER LIFT STATION REHABILITATION DRAWING S-01 I.J. LU COM�� AECOM Technical Services, Inc. 6 5 DRAWN BY DTG REG NUMBER EXP DATE S1572 06/30/13 4 SHEETrX CHECKED BY PROJECT NUMBER JTN 60282923 Ar ArBakersfield, 5001 East Commercenter Dr. Suite 100 California 93309 BAKE RS F I E LD 12 2 IF NOT ONE INCH ON THIS SHEET, ADJUST J'� ST �, �Q' 9TFoFp�� T 661.325.7253 F 661.395.0359 ''�� Y „ d�' LIFT STATION DECK PLAN OF 33 SHEETS zh DATE SEPT. 2013 CADD STANDARDS AECOM% S-2520 SCALES ACCORDINGLY www.aecom.com �Ljr'OR�� W� (n REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 a_ M, 0 N N 0 I la N rn NJ �, N U S3 6w -6W �o O C, I o I 0 .T� N U kN i C� X 1 2 3 4 5 6 7 8 I 8'x4' SWING ASSISTED ALUMINUM ACCESS HATCH. ATTACH HANDRAIL TO INSIDE OF HATCH EQUIPMENT PAD NOTES: THAT MATCHES ORIENTATION AND HEIGHT OF rA EXISTING HANDRAIL IN COMPLIANCE WITH CBC. 1. THE MINIMUM PAD SIZE SHALL BE AS INDICATED _ SEE DETAIL OR SHOWN ON THE DRAWINGS OR AS DETERMINED BY THE EQUIPMENT MANUFACTURER, WHICHEVER IS ALUMINUM ODOR GREATER. CONTROL COVER 2 2. THE SIZE, NUMBER, TYPE, LOCATION AND THREAD p HANDRAIL PER DETAIL S-01 PROJECTION OF THE ANCHOR BOLTS SHALL BE p DETERMINED BY THE EQUIPMENT MANUFACTURER. HOLD CONCRETE ANCHOR BOLTS IN POSITION WITH I / L= t A TEMPLATE WHILE PAD IS BEING PLACED. _ ____.... __..,._ _.., _µ 3. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERWISE. ' TOOLED EDGE _ • EQUIPMENT MODIFY EXISTING , BASE (3/4") 4�� TYP HANDRAIL TO CLEAR — STRUCTURE AND I #3 0 12 I I PAD HEIGHT AS ACCESS HATCH I REQUIRED (SEE I i PROJECT DWGS.) �p e - ----- - mm EXIST. LUMINUM� STAIR D HAN IL 4' TO RE IN CC =�, EQUIPMENT PAD INOT TO SCALE — t. £ i • E it Ijj (j y} t tl EL --343 50 i µ� i p f 7 �....�.� �..�...._.. __�.... . _� ,.: 4 q s k k m e EXIST. ALUMINUM STAIR AND HANDRAIL TO REMAIN I k f F i f `°d i 1 i w EL=333.0 < O I��`y' V E € % W -i_. __... .,.,.,_ ,.,..... _..�,,..,,_..... .........W..... ,....,. ,...,.., ......, ........,,. ,..y, ,µw...,... I5 i F CL �4 I=t w ii { E�L=324.00 J Uj SECTION A o_ SCALE: 3/8" = 1'-0" — I CITY RECORDS NO.: i VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWINGDTG DESIGNED BY DSC PROJECT ENGINEER DAVID J. SCHERSCHEL SS Oe�OFECy��I lV�� F ,` 1 �� m w No. S1572 rn LAK p�#'uHgp��Sl� CITY OF C SEWER LIFT STATION REHABILITATION DRAWING S-02 U. U. w AECOM Technical Services, Inc. 6 5 DRAWN BY REG NUMBER EXP DATE S1572 06/30/13 4 SHEET CHECKED BY PROJECT NUMBER a< 5001 East Commercenter Dr. Suite 100 BAKERSFIELD 13 IF NOT ONE INCH ON THIS SHEEP, ADJUST JTN 60282923 * Q `�,9T��p o�a� Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 l' Z P �I LIFT STATION LONGITUDINAL SECTION OF 33 SHEETS 2 1 DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 SCALES ACCORDINGLY OF of cA�� www.aeaam.com IF 0 W (!� REV DATE DESCRIPTION APPR 1 21 3 4 5 6 7 8 M CD .� CD �7D O t - a co o s o � CD Co �o o Ln o a O N J W Cn C7 U � 0 Cn M I N N J � I N U C I aw �I �o m C°i _ C �o tlL i N Lj 0 X 1 2 3 4 5 6 7 8 EL=360.00 EL=360.00 i I I I I I I I 11 F° I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I EL=343.50 I I I I I I I I i I I I I• I EL=343.50 c I I c I I EL=333.00 I I I I EL=333.00 _...__ .--...-__..m��__�_ _ -.w----- _ _...._..,_., ..._._ ... _...... . _._..w......__...ro 4. . ,_._��._-1....._,...._ .. Li __.. _..__ ..-, ,.._.,.... � . 42" INFLUENT IPIPEa I I I I I I 5 EL -324.00 { EL -324.00 ELEVATION A ELEVATION B ELEVATION C ELEVATION D ELEVATION E B B INTERIOR WALL ELEVATIONS SCALE: 1/4" = 1'-0" m P Q.. d ° a MJ E d NOTE: O d ° THIS SHEET IS PROVIDED FOR RECORD DRAWING PURPOSES Z d ° ONLY. INDICATE AREAS OF CONCRETE REPAIR. a d J ° B d d. Q. a Z ° 0 d d 1 _ A C d d V d Ca ° Q a ' ° .Q d d d INTERIOR WALL ELEVATION KEY SCALE: 3/16!' = 1'-0" CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH DESIGNED BY DSC PROJECT ENGINEER DAVID J. SCHERSCHEL I? Esso SCyF'��F SEWER LIFT STATION REHABILITATION DRAWING S-04 LL co,�,0�`N�BARaTeF�S�' 6 DRAWN BY REG NUMBER EXP DATE ZL ON ORIGINAL DRAWING DTG S1572 06/30/13 tva�J�OJ y 5.��- m w No. S1572 R, oc AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 �� CITY OF r7 uJ SHEET 15 CHECKED BY PROJECT NUMBER � BAKE RS F I E LD 2 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY JTN 60282923 * '�T R(�tS�'o�� F Bakersfield, Califomia 93309 T 661.325.7253 F 661.395.0359 C' ALIP01ZT1� INTERIOR WALL ELEVATIONS OF 33 SHEETS DATE CADD STANDARDS SEPT. 2013 AECOM OF CA��F www.aecom.com S-2520 Pn REV DATE DESCRIPTION APPR 2 3 4 5 6 8 _ _ _ _�J C CLO 11) O 1'_6" 9,_6„ 9,_6" TYP w r J O N U � d' wO o� DRAWN BY DTG II SII SII �I I ter- I I �o O N O Q) N N 00 N N W O ja �-5 �I I x1 I CHECKED BY JTN cn I I cn I I 6 DATE SEPT. 2013 N DESCRIPTION APPR 4 am mi 2 60 >\ N �N 1 /ii REV DATE o X B v 0 U U 7 0 0 0 0 E 0 Z 0 0 T J 0, 3 0 O N N N N C � v a- < Q 7 U O ��A o � o� �� a N EO vo s 2, 0 C O 2 COATING NOTES: 1. COAT PLAIN STEEL PER SYSTEM No. 10 OF SPEC. SECTION "PAINTING AND COATING". FINISH COAT COLOR TO BE SELECTED BY OWNER. 2. COAT EDGES OF GALVANIZED METAL DECKING PER SYSTEM No. 55 OF SPEC. SECTION "PAINTING AND COATING". 91 FOUNDATION PLAN ri-� NO SCALE 22'-0" 1'_6" 9,_6„ 9,_6" TYP w r J O HSS 4x4xY'-:TT-- U � d' wO o� DRAWN BY DTG II SII SII �I I ter- I I �o O N O Q) N N 00 N N W O ja �-5 �I I x1 I CHECKED BY JTN cn I I cn I I 6 DATE SEPT. 2013 I I DESCRIPTION APPR 4 am mi 2 60 >\ N �N 1 /ii REV DATE �w m X 2 COATING NOTES: 1. COAT PLAIN STEEL PER SYSTEM No. 10 OF SPEC. SECTION "PAINTING AND COATING". FINISH COAT COLOR TO BE SELECTED BY OWNER. 2. COAT EDGES OF GALVANIZED METAL DECKING PER SYSTEM No. 55 OF SPEC. SECTION "PAINTING AND COATING". 91 FOUNDATION PLAN ri-� NO SCALE 22'-0" 1'_6" 9,_6„ 9,_6" TYP BY DSC HSS 4x4xY'-:TT-- _ AI DRAWN BY DTG II SII SII �I I ter- I I OF 33 SHEETS �I I x1 I CHECKED BY JTN cn I I cn I I =1 I =1 I DATE SEPT. 2013 I I DESCRIPTION APPR 1 ' HSS 44x4' METAL DECKING, DEEP VERCOR, 22 GA, GALV ROOF FRAMING PLAN NO SCALE ,--WELD Y' STEEL PLATE OVER ALL OPEN ENDS OF HSS MEMBERS HSS 4x4)4" `�-- METAL DECKING, DEEP—/ VERCOR, 22 GA, GALV HSS 4x4xY' COLUMN APPLIED TO SIDES AND TOTAL 2 o BACK OF STRUCTURE 1 SEE COLUMN BASE & FOOTING DETAIL, TYP. rc N, / --- FINISH GRADE =IIip! — — I �1 15 I-1II—II—III- #/RE COPPER GROUNDING ELECTRODE, TYP ALL AROUND FRONT4;t VIEW SECTION NO SCALE A- METAL DECKING, DEEP S==Y2"/ft VERCOR, 22 GA, GALV APPLIED TO SIDES AND BACK OF STRUCTURE —� TYP EXIST. I BLOCK I f SLAB BELOW 1 I� I Y")9x9" STIFFENER 3 E PLATE, TYP OF 2 I I Y" x9x 15" STIFFENE3 PLATE, TYP OF 2 - IN NOTE: 1. VERIFY SIZE OF MCC PRIOR TO FABRICATION OF SUNSHADE. 1'-6" 'Dill V #4/0 BARE COPPER GROUNDING ELECTRODE, TIE TO EACH #5 BOTTOM REBAR WITH STEEL WIRE, TYP ALL AROUND SIDE VIEW SECTION NO SCALE 36" METAL ROOF DECKING PANEL END FRAME @ -� 18" 0/C SUPPORT 5 EA. ----------- -- - NOTE: �I WELD WITH 14G - — — — ----- _ __ -- WASHER TYP II I I 1 /4 II III Y" STIFFENER PLATE, SEE DETAIL BELOW COL, HSS 4x4xY" METAL ROOF DECKING �3� NO SCALE m M J 00 t> cn #3��@3" EA SET OF 2 - AB )TOT. 6 PER COL) m 1,_371 Y" STIFFENER o� �1 1 FRONT PLATE END PLATE TYP @ 2 FRONT COLUMNS TYP @ EACH END 1 1'-1" x4x $" COL FER, TYP FINISH GRADE ► v #6@127--Z `-3-#6@6 ALL AROUND #4/0 BARE COPPER GROUNDING 10" 1'-0" ELECTRODE (TIE TO EACH #5 BOTTOM REBAR WITH STEEL WIRE, TYP ALL AROUND) B TYP. COLUMN BASE AND FOOTING NO SCALE _ J, S BAh. C0 MO@q PFV� No. S1572 rr^" AECOM Technical Services, Inc. r :0 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 S'7, \. T 661.325.7253 F 661.395.0359 N OF CAI-�F� www.cecom.com LII 011 4 S CITY OF BAKERSFIELD 7 5/16 Y' STIFFENER PLATE, SEE DETAIL BELOW Y' STIFFENER PLATE, NOTCH AROUND 44 HSS 1/4 T I, HSS 4x4x /; 3/16-v- -Y" END STIFFENER i NOTCH AT HSS _¢ HSS -71 4x4x4" �1/4TYP PLAN 5/—��T&B _ i HSS 4x4" II j 1/4 1 /4 TYP COL, HSS 4x4xY" END ELEVATION NO SCALE EA. 1/4 > SIDE 1/4 1/4!' � TYP EACH END 3/16 COL, HSS 4x4x1/4" It A I ' I I I- ISS TO HSS 1/4 B - HSS 4x4x 1 /4" O COLUMN PLAN NO SCALE 3/16IC TYP. T&B oYp W rE�O 2 W O a O J m LU O Q CITY RECORDS NO.: DRAWING 'I� SEWER LIFT STATION REHABILITATION SHADE STRUCTURE 7 VERIFY SCALESDESIGNED BAR IS ONE INCH ON ORIGINAL DRAWING I IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BY DSC PROJECT ENGINEER DAVID J. SCHERSCHEL 16 DRAWN BY DTG REG NUMBER EXP DATE S1572 06/30/13 OF 33 SHEETS CHECKED BY JTN PROJECT NUMBER 60282923 U)I DATE SEPT. 2013 CADD STANDARDS AECOM DESCRIPTION APPR 1 2 36" METAL ROOF DECKING PANEL END FRAME @ -� 18" 0/C SUPPORT 5 EA. ----------- -- - NOTE: �I WELD WITH 14G - — — — ----- _ __ -- WASHER TYP II I I 1 /4 II III Y" STIFFENER PLATE, SEE DETAIL BELOW COL, HSS 4x4xY" METAL ROOF DECKING �3� NO SCALE m M J 00 t> cn #3��@3" EA SET OF 2 - AB )TOT. 6 PER COL) m 1,_371 Y" STIFFENER o� �1 1 FRONT PLATE END PLATE TYP @ 2 FRONT COLUMNS TYP @ EACH END 1 1'-1" x4x $" COL FER, TYP FINISH GRADE ► v #6@127--Z `-3-#6@6 ALL AROUND #4/0 BARE COPPER GROUNDING 10" 1'-0" ELECTRODE (TIE TO EACH #5 BOTTOM REBAR WITH STEEL WIRE, TYP ALL AROUND) B TYP. COLUMN BASE AND FOOTING NO SCALE _ J, S BAh. C0 MO@q PFV� No. S1572 rr^" AECOM Technical Services, Inc. r :0 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 S'7, \. T 661.325.7253 F 661.395.0359 N OF CAI-�F� www.cecom.com LII 011 4 S CITY OF BAKERSFIELD 7 5/16 Y' STIFFENER PLATE, SEE DETAIL BELOW Y' STIFFENER PLATE, NOTCH AROUND 44 HSS 1/4 T I, HSS 4x4x /; 3/16-v- -Y" END STIFFENER i NOTCH AT HSS _¢ HSS -71 4x4x4" �1/4TYP PLAN 5/—��T&B _ i HSS 4x4" II j 1/4 1 /4 TYP COL, HSS 4x4xY" END ELEVATION NO SCALE EA. 1/4 > SIDE 1/4 1/4!' � TYP EACH END 3/16 COL, HSS 4x4x1/4" It A I ' I I I- ISS TO HSS 1/4 B - HSS 4x4x 1 /4" O COLUMN PLAN NO SCALE 3/16IC TYP. T&B oYp W rE�O 2 W O a O J m LU O Q CITY RECORDS NO.: DRAWING 'I� SEWER LIFT STATION REHABILITATION SHADE STRUCTURE 7 SHEET 16 OF 33 SHEETS S-2520 U)I M 00 n 1 N N 0 Q N Q E a z EI �30.C O T p J U O C3, I 3 6 C, I o O 6 N (n N N N Q N O N O O O (n U i O O O " O o� _u o00 CD �o �o 00 � N J W (7 U � 1 2 3 4 5 6 7 8 EF -2 4 " W I . 2414 DN o /411 � I ' I 24x14 DN ®.... _ �� - - _._ __. _ ..... .._ D d 14x10 DN 6 EF -1 / 1410 DN © I A J " - , rB I ��\ _._ 42 I I I _ I i `« 24x 18 DIN4 O a . i I�� ........ .,,, gym""•-^., ^ . . ^ ^ • . , " 5 ".". C " SF -1 SECTIONAL PLAN AT ELEV. 340± DECK PLAN SCALE: 1/4!' = 1'-0" SCALE: 1/4!' = 1'-0" - - 0 S HEE �, f!7= E 0 KEY J e�, 0 REF ^ E E _ 4 c� r✓`` t � � € ff . �. i g; ; 9bf � � 3 - T � ^.1Y � �.-n ® ax d% -mom .... ^ . _. % 24x14 DN 4 SE#S _ s• . •- .._ x 6 I II, « ` 14 10 DN 0 , 14 t ____ I Uj ^ t I i : 3,01 jj j$ t i e �CL " ^tl 24x18 DN Uj 9 "...,_ .e cois Z SECTIONAL PLAN AT ELEV. 332± SECTIONAL PLAN AT ELEV 349± w SCALE: 1/47 = 1'-0" SCALE: 1/4 = 1'-0" O t ` 5 CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY CRW PROJECT ENGINEER CHRISTOPHER R. WEBS �°F��IO�� R v �� `0�` °Ka'l� 1� # C, CITY O F SEWER LIFT STATION REHABILITATIONAV DRAWING M -01 i` � J ® 00, �COM 6 5 DRAWN BY DTG REG NUMBER EXP DATE 33489 06/30/14 4 SHEET No. 33489 ^' J AECOM Technical Services, Inc. Suite 100 East Commrnia 17 W CHECKED BY PROJECT NUMBER JTN 60282923 * * Bakersfield, California 93309 Bake 93 9 BAKE RS F I E LD 2 IF NOT ONE INCH ON THIS SHEET, ADJUST F T 661.325.7253 F 661.395.0359 �, °�°i,,R, ,++ �P gill O 1Z�' MECHANICAL PLANS OF 33 SHEETS W DATE CADD STANDARDS9T�FCHANI�P�. SCALES ACCORDINGLY SEPT. 2013 AECOM °F CA,%,_ www.aecom.com S-2520 (0 REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 CL o� CD 00) ,o 0 _Ln a 00 acc� 3 L a Co � N J W C� U � O I < N CN N J 03, NCD U c I / U - UJ �2 �o m �I cID LnN U �N Cn in X 1 2 3 4 5 6 7 8 RAINCAP RAINCAP EF -1 EF -2 SF - D 2� . 120-I—I p i 24x1 8 II—I IillII_- _ 24x 18 /7 _I: V, —(EI —)1-- --.p-•-fig �r 6x6 -1� 20 20x20 6x6 (E)120 150 CFM 150 CFM I 1 Ox 10 W/MYD 550 CFM I INSTALL BENDS IN I ELEV=351.00 I DUCTING TO CLEAR STAIRS PLATFORM I .m - ,`d X A X s� C:) ` i o EDE -.. I -Iz I � � ELEV= 43.50 4 s x 4 0 04 ,. 4 I 20x20 I 2950 CFM r A a S 41 I i 12x14 12 850 CFM �_......_. M ELEV=333.00 850xCF I _ L 1 € ( I jjjjj i 4 I I ELEV=328.00 °. 6 ' = _ I I I E3 ELEV=324.00 _,.. — a a...a.,.>..4 4 `o l_ SECTIONSECTION B A w SCALE: 1/4 = 1'-0" - SCALE: 1/4" = 1'-0" - 0 1' U UJI GENERAL NOTES: O 1. DUCTWORK ARE SHOWN RECTANGULAR ON PLANS & SECTIONS. EQUIVALENT ROUND DUCT CAN BE USED WITH OWNER'S APPROVAL. KEY NOTES: 1. TERMINATE FAN DISCHARGE AT 6'-0" ABOVE FINISHED GRADE WITH RAINCAP. 0 2. CONNECT FAN DISCHARGE TO EXISTING 12" ROUND DUCT. 3. TERMINATE SUPPLY DUCT 24" BELOW STRUCTURE WITH 20"x20" OPENING �( AND PLASTIC EGGCRATE SCREEN OR GRILLE. A 4. PROVIDE 1(Yx10" EXHAUST DUCT OPENING WITH MVD AT 24" BELOW m STRUCTURE AND 20"x20" SECOND OPENING AT 24" ABOVE FINISHED FLOOR, BOTH WITH PLASTIC EGGCRATE SCREEN OR GRILLE. 5. TERMINATE FAN INLET AT 6'-0" ABOVE FINISHED GRADE WITH RAINCAP. W 6. PROVIDE 6"x6" EXHAUST DUCT OPENING WITH MVD AT 24" BELOW STRUCTURE AND 12"x14" SECOND OPENING AT 24" ABOVE FINISHED FLOOR Z WITH PLASTIC EGGCRATE SCREEN OR GRILLE ON BOTH OPENINGS. CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY CRW PROJECT ENGINEER CHRISTOPHER R. WEBS ��E �R �5 �akE �� °`0�"RArEcS� # f CITY OF SEWER LIFT STATION REHABILITATION DRAWING M-02 I'` �' ® ICOM 6 5 DRAWN BY DTG REG NUMBER EXP DATE 33489 06/30/14 SHEET 4 I I m — No. 33489 ,,, .� AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 �% Z:)CHECKED BAKERSFIELD 18 W BY PROJECT NUMBER JTN 60282923 * * Bakersfield, California 93309 2 IF NOT ONE INCH ON THIS SHEET, ADJUST T 661.325.7253 F 661.395.0359 �a�Y ,,,R�� MECHANICAL SECTIONS OF 33 SHEETS II1'11 DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 SCALES ACCORDINGLY FOF' CA0 www.aecom.com Ip UR W (n REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 CL M 0 N N .U� 0 0 0 V U 0 0 I 0 w z 0 J 3 0 w I 0 N N N 0 Q U 0 0 CD i 0 0 J U I M N CN N CN N 0 C, 0 m U i 0 C IS ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS ELECTRICAL SYMBOLS - PLANS CEILING XXX WALL SYMBOL DESCRIPTION SYMBOLS DESCRIPTION OPEN �_o WALL MOUNTED LIGHTING FIXTURE --� NOT TO SCALE �J JUNCTION BOX GROUND CONTACT. CONTACT ACTION SURGE PROTECTIVE DEVICE DUPLEX RECEPTACLE RETARDED ON ENERGIZATION �. FUSE TIMED CONTACT. TDOD-CONTACT ACTION RETARDED ON TIME OPEN DISCONNECT SWITCH DEENERGIZATION. ICTO - INSTANT CLOSE, o n l PUSH BUTTON SINGLE CIRCf MOMENTARY CONTACT STARTER XXX CONDUIT REFERENCE - - - - - - - - - - RIGID CONDUIT IN SLAB OR UNDER GROUND *** LEVEL SWITC o RIGID CONDUIT EXPOSED UNDER *** CEILING AND ON WALLS - - - - - G - - - - GROUNDING CONDUCTOR 30" BELOW GRADE 1,3 0 0 HOMERUN TO PANELBOARD, CIRCUITS 1 & 3 PILOT LIGHT - PUSH -TO -TEST TYPE CONDUIT BENDS TOWARD OBSERVER, COORDINATE LOCATION WITH EQUIPMENT R = RED, W = WHITE, G = GREEN, A = AMBER CONDUIT BENDS AWAY FROM OBSERVER, COORDINATE LOCATION WITH EQUIPMENT O'er•❑ J FLEXIBLE CONDUIT CONNECTION A - DOD - E E ERGIZ ION FIXTURE TYPE 'A', SPECIFICATIONS SECTION 265000 E OPEN ETM PANELBOARD [:Tx FUSE 30A/3P DISCONNECT SWITCH. X -EXPLOSION PROOF TYPE. M I�-- MANUAL STARTER WIRING BY EQUIPMENT MANUFACTURER, UON - - - - - - - FIELD WIRING, UON - - -}— WIRE TERMINAL * PHASE FAILURE RELAY + 18" U 0 N ** + 48" UON *** WIRES PER CONDUIT SCHEDULE, OR AS REQUIRED ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS NORMALLY NORMALLY XXX CONDUIT REFERENCE OM SYMBOLS DESCRIPTION OPEN CLOSED 30A 3P --� NOT TO SCALE CONTACT �o07TIMED J� GROUND CONTACT. CONTACT ACTION SURGE PROTECTIVE DEVICE 71 RETARDED ON ENERGIZATION �. FUSE TIMED CONTACT. TDOD-CONTACT ACTION RETARDED ON TIME OPEN DISCONNECT SWITCH DEENERGIZATION. ICTO - INSTANT CLOSE, o n l PUSH BUTTON SINGLE CIRCf MOMENTARY CONTACT STARTER OVERTEMP WITCH IIW o opo 7 LEVEL SWITC o 0--o-- SELECTOR SWIT o 0 0 PILOT LIGHT - PUSH -TO -TEST TYPE R --o R = RED, W = WHITE, G = GREEN, A = AMBER IME DE RE , DOD - E E ERGIZ ION E OPEN ETM ELAPSED TIME METER -®- FUSE CONTROL POWER TRANSFORMER I�-- GROUND WIRING BY EQUIPMENT MANUFACTURER, UON - - - - - - - FIELD WIRING, UON - - -}— WIRE TERMINAL PFR PHASE FAILURE RELAY NOTES: 01 am - ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM DEVICE - SYMBOL DESCRIPTION XXX CONDUIT REFERENCE OM UTILITY METER `J DRY -TYPE TRANSFORMER 30A 3P CIRCUIT BREAKER, 30A - CONTINUOUS CURRENT RATING 3P - 3 POLE MCP - MOTOR CONTROL PROTECTOR NOT TO SCALE MOTOR, 5 HORSEPOWER IIE-- GROUND SPD SURGE PROTECTIVE DEVICE 71 CONTACTOR FUSE LCI DISCONNECT SWITCH CONTRO:- 0W, CURR FRL GEN>�ECENZ --�L STARTER UTILITY CONTACTS COMPANY: PG&E ADDRESS: 4101 WIBLE ROAD BAKERSFIELD, CA. 93313 CONTACT: SCOTT GUERRERO TEL: (661) 398-5931 1. NOT ALL SYMBOLS AND OR ABBREVIATIONS INCLUDED IN THIS SHEET ARE NECESSARILY USED IN THIS PROJECT. 2. WHERE CONDUIT IS NOT CALLED OUT WITH A CONDUIT REFERENCE, AND WIRE QUANTITY IN CONDUITS IS NOT SHOWN, PROVIDE #12 WIRES, QUANTITY AS REQUIRED, INCLUDING GROUNDING, UNLESS OTHERWISE NOTED, OR UNLESS CONDUIT IS LABELED 'CO' IN WHICH CASE CONDUIT SHALL BE PROVIDED WITH PULL ROPE FOR FUTURE INSTALLATION OF CONDUCTORS. 3. CONDUIT STUB -UPS SERVING EQUIPMENT SUCH AS MOTORS SHALL BE LOCATED AS CLOSE TO THE EQUIPMENT AS PRACTICABLE. EXTEND STUBBED -UP CONDUITS TO HEIGHTS THAT WOULD LIMIT FLEX CONDUIT LENGTHS TO 5 FEET. USE UNISTRUT SUPPORTS FOR THE STUBBED -UP CONDUIT AS REQUIRED BY NEC. 4. RECORD DRAWINGS SHALL SHOW OFFSET DISTANCES OF UNDERGROUND CONDUITS FROM FIXED ABOVE -GRADE OBJECTS SUCH AS FENCES, BUILDINGS, OR FROM UNDERGROUND MAJOR PIPING. VERIFY SCALESDESIGNED BY PROJECT ENGINEER 6 PT PARSEKH L. TOPJIAN BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING I DD E 012845 09/30/14 4 I I CHECKED BY PROJECT NUMBER 2 IF NOT ONE INCH ON AJR 60282923 THIS SHEET, ADJUST 1 SCALES ACCORDINGLY DATE CADD STANDARDS REV DATE DESCRIPTION APPR SEPT. 2013 AECOM _11c® AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecorn.com 0 N ELECTRICAL ABBREVIATIONS A AMPERES, ANALOG AC ALTERNATING CURRENT AICS AMPERES INTERRUPTING CAPACITY, SYMMETRICAL BC BARE COPPER C CONDUIT D CB CIRCUIT BREAKER CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER ELEV ELEVATION ETM ELAPSED TIME METER EXIST EXISTING F FLUORESCENT FIT FLOW TRANSMITTER FLEX FLEXIBLE G, GND GROUND H HEIGHT HOA HAND OFF AUTOMATIC HP HORSEPOWER KVA KILOVOLT -AMPERE KW KILOWATT LIT LEVEL INDICATOR TRANSMITTER I� MCC MOTOR CONTROL CENTER MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER NTS NOT TO SCALE 0/H OVERHEAD OL'S MOTOR OVERLOAD CONTACTS PB PUSHBUTTON, PULLBOX PH PHASE SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD TSP TWISTED SHIELDED PAIR IB�NP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT W WATT, WIRE WP WEATHERPROOF XFMR TRANSFORMER ITY RECORDS NO.: film-" SEWER STATION -••• CITY OF BAKERSFIELDELECTRICAL LEGEND AND ABBREVIATIONS DRAWING E-01 19 33 SHEETS S-2520 _ 8_J C Q 00 M N n N N 0 mi O N t1') N N C 0 0 o ,a QCD U O o2,q oN o� .o Q 0 in J O U U-) - � C) �o o� CD Ln C) C'4 N O ('4 N 0� N W O U REV I DATE 1 MOTOR CONTROL CENTER ('MCC -1') 480V, 600A, 30, 3W, 42,000 AICS 15 14 13 12 11 10 9Q 07 60 I 15A 15A 3A 50A SOA 50A 50A 20A I MCP MCP MCP MCP MCP MCP MCP 2P OO I � � 7.5KVA 1 1 1 2 2 2 2 10480-120/240V, SFORME Asod; _ TI"T, AW I 8 I \ANEL� 11 O N MAIN SWITCHBOARD ('DS') M 400A, r 3o, 4W 48OV, 42,000 AICS o - — — — — — — — — — — — - C I UTILITY O M METER 2 60A 3P FAN FAN FAN LP -04 LP -03 LP -02 LP -01 EF -2 SF -1 EF -1 DESCRIPTION GENERATOR RECEPTACLE ---- K i SINGLE LINE DIAGRAM _ 20 20" 20" 20 36" 30" 36"" 20" 12" F -i- GROUND --i-- o "DS" AND "MCC -1" n NOT TO SCALE APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT PARSEKH L. TOPJIAN NN BY REG NUMBER EXP DATE DD E 012845 .09/30/14 CKED BY PROJECT NUMBER AJR 60282923 " CADD STANDARDS SEPT. 2013 AECOM 100% RATED I I I GROUND BUS I WFI I 200A ' 3P �A Fil ASCOM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.72.53 F 661.395.0359 www.aecom.com J 5 200A I 3P I + N + G TO PG&E MAIN SWITCHBOARD "MT MOTOR CONTROL CENTER "MCC -1" NAMEPLATE SCHEDULE O1 UTILITY PULL SECTION O2 UTILITY METER O3 MAIN C/B & STANDBY C/B ® POWER MONITOR O SPD © INCOMING FEEDER 7O C/B & XFMR ® PANEL -LA O9 LP -01 STARTER 10 LP -102 STARTER 11 LP -03 STARTER 12 PL -04 STARTER 13 EXHAUST FAN EF -1 14 SUPPLY FAN SF -1 15 EXHAUST FAN EF -2 16 COMMON CONTROLS NOTES: Fil NUMBER OF SECTIONS AND CUBICLE SPACES SHALL NOT BE LESS THAN THOSE SHOWN IN THIS ELEVATION. WEATHERPROOF ENCLOSURE NOT SHOWN FOR CLARITY. �2 KEY -INTERLOCKED. 1-31PUMP TERMINATION PANEL. CITY RECORDS NO.: DRAWING RAKSEWER LIFT STATION REHABILITATION E-02 CITY - �/► �— `.' 11 i/ O F SHEET BAKERSFIELD 20 ,.,e� SINGLE LINE DIAGRAM OF 33 SHEETS yLIF P S-2520 6 7 8 A L o� C) O o_ a 00 L O Q)C) �o aC) 0 � N f C�5 J W CD V � 0 I Q �N I N � J N U CDCr I �w I a� o m MI 0 0l U Ln i N .. U) L. ox 1 2 3 4 5 6 7 8 0 N O N 0 C 7 7 A 1-91 REMOVABLE BOLLARD (TYP. OF 6) PUMP TERMINATION PANEL "❑ L= D _❑❑__�_.❑ ❑°__.❑❑ ❑❑�_.D VV ❑ ALUMINUM COVER 0 5' 10' CKT 1,5 TO PANELBOARD a2 EF -1 CORROSIVE & CLASS I, DIV. 1 WITHIN SPACE BELOW COVER I TWIST TIMER --I.—OFTT,I ,` �❑ Ll 00 __---� ' . P18 a 1 ' --.—SLEEVE IN SLAB' SEAL B ' I X Fol ? WITH NON—HARDENING ��`❑; r , P1 1A P12A Al 10A Al 1A Al 2A D1 10A Al 4 (TYP. OF 3) 4 71 \ A P11 P12 D1 10 6 g, A11 Al2 f EF C -2 i _ L r £ P1 3A P1 4A Al 30A \ �� I € Al 3A A14A D 130A \ AA 1` I � 1i f t h µ X 2 I VIEW jy�ygJ b� j bd SF -1 F13 E-07 1,5 8 ® 3 { £ t ¢ I J—BOX, CLASS 1, DIV. VIEW 1 r4] 1 PUMP TERMINATION rl 5 E—os PANELTYP. \ ( ) �``�� •q �� 51 CO NEW PUMP EXIT t _ I £ AND PIPING P13 P14 41 `� 1 _F M I B A13 A14 \ \ m w B A130 D130 4 I a 131 i i� C 5 <�_ --15,17 1„C—#1 GND 5 ��'v[13 GROUND 5 STORAGE WELL Eos �._,w. Me_ __.___.a ___. .__ SHADE F161 ❑ / �� / STRUCTURE, --1 ---1— ----, #4/0 BC 0 EXIST.QA L11 O SHED r------- ..' G CONCRETE XFRMR SECTIONrA SEE DWG S-06 G G G i4. —�� F18 z �/ 112 ENCASED SCALE: 1/4” = 1'—Y' — ' 120t 14 I GROUND 0 NOTES: U ELECTRODE 1 £ I `— ANTENNA 17 W� — ---- I 1"C—#1 GND El DEMOLISH EXISTING LIGHTING SYSTEM. DEMOLISH ALL Fq] PROVIDE 3 FIXTURES SIMILARLY ON OPPOSITE WALL. 16 MOUNT 3 FLUORESCENT FIXTURES TYPC "C" .�— ❑ WP EXPOSED CONDUITS. (NOT SHOWN). UNDER SHADE IN FRONT OF MCC FRONT L J O ,� ------ -- -- ---- ---J G _ __ F10 TO BE LOCATED AT SAME LOCATIONS OF FIXTURES TO BE PANEL. PROVIDE NECESSARY CONDUITS &CL /aye J, /�' I,....G /..��L-../..�.. �,�..,•os9 l ,G.,,..-G.❑�-.a;-.... d.,.„..�..�.,�� .,. .,��❑�.�.....G.- / ,.L❑m.,❑❑ .C..,. .d❑,.� 2 PROVIDE EYS TYPE CONDUIT FITTING PRIOR TO LEAVING WELL. DEMOLISHED. WIRING. 1 ICP 2 DS MCC -1 2 6 GROUND E-02 E—os ❑3 EXISTING MCC —DEMOLISH. H INTERCEPT EXISTING SERVICE CONDUIT WITH PG&E—APPROVED 17 2" C —ANTENNA CABLE TO RADIO ANTENNA. O N-04 E-02 P02 P03 ROD PULLBOX. SEE DETAIL 2/N-05. I� F4] EXISTING SERVICE METER BOX — DEMOLISH. F1 2 3—GANG LIGHTING SWITCH. ONE SWITCH TO CONTROL WELL18 Q ~ SEE DETAIL C/S-05 FOR PLACEMENT OF A [5]TEMPORARY UNDERGROUND FEEDER TO BE CONNECTED TO LIGHTING, THE SECOND TO CONTROL AREA LIGHTING, AND THE GROUND ELECTRODE. \ PLAN EXISTING SERVICE DISCONNECT 2Y2"#3/0,#4GND THIRD TO CONTROL LIGHTING OF MCC SUN—SHADE. m SCALE: 1" = 5' — AGAINST OPPOSITE WALL. ❑ F13] FROM STORAGE SHED. LIGHTING & RECEPTACLE IN SHED BY 6 D130 = W OTHERS. ❑7 A130A AGAINST OPPOSITE WALL Al 14 LOCATE ANTENNA MAST TO AVOID EXISTING SEWER DISCHARGE Z ❑8 EXPLOSION PROOF RECEPTACLE. PROVIDE SIMILARLY ON PIPE OPPOSITE WALL. O 15 INTERCEPT EXISTING AREA LIGHTING CKT & EXTEND TO NEW MCC. G Q IIICITY RECORDS NO.: DESIGNED BY PROJECT ENGINEER DRAWING VERIFY SCALES 6 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ��Q�� ` TDAvtn ICOM�p�`�coRroRAT�cS� SEWER LIFT STATION REHABILITATION G PT PARSEKH L. TOPJIAN QROFESS/®� BAK E-03 5 ON ORIGINAL DRAWING' -+� CITY OF DD E 012845 09/30/14 =' oQ Z r SHEET LL J 4 � z m AECOM Technical Services, Inc. I w No. 012845 „� d CHECKED BY PROJECT NUMBER W_ 5001 East Commercenter Dr. Suite 100 BAKE RS F I E L D 21 *P 9/30/12 * Bakersfield, California 93309 IF NOT ONE INCH ON AJR 60282923 ELECTRICAL PLAN AND SECTION y� FlfCTRt\� ��Q T 661.325.7253 F 661.395.0359 C� VARY 11.�A OF 33 SHEETS Y 2 THIS SHEET, ADJUST DATE CADD STANDARDS Zh 10 21 13 REVISED PER ADDENDUM NO. 1 JTN F �Fo� IIFOR SCALES ACCORDINGLY SEPT. 2013 AECOM of CAE www.aecom.com S-2520 (0 REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 7 N O o- a o o d- -Co wC�) C: CD 0 � N w � :J W U 1 2 3 4 5 6 7 8 N O N m n9 REMOVABLE BOLLARD D (TYP. OF 6) D `I PUMP TERMINATION PANEL . 0 1 ' O , 5 ALUMINUM COVER 1A ' EF -1 CORROSIVE & CLASS I, DIV. 1 WITHIN SPACE BELOW COVER ��❑ Ll 00 4 , s s t CKT 1,5 TO PANELBOARD 2❑ _ I S 00 a X ❑� � k� A P 1 A Al 10A I SLEEVE IN SLAB, SEAL ``� �� ❑ A11 A ❑ ❑\ Al2A D1 10A B 10 ; WITH NON -HARDENING ,F. �� P ?\\ ❑❑ __` P16 \ - SEAL (TYP. OF 3) \ �� ❑ ❑ \ P11 P12 12 4 7JV A110A I C�,� -2 y'' v Al 10 D110D1 10 6 \ ❑ v ❑, r e. no ,,.- P -1-3A -A A13A A14A D130, ❑= -- VIEW,. SF -1 3 1,5 I r� - l �� VIEW - - PUMP TERMINATION 1 ❑ PANEL (TYP.) i �� 51CO El s J -BOX, CLASS 1, DIV. , I !P13P14 L_F_ B EXIST A13 A14 \\ \ �� i� i �...bi _ ��:, F I I NEW PUMP : B A130 D130 �i �i �i �i 11 _.._ g AND PIPING . ___..._...._..__._._.__.____._. 13 1,5 ~ ' ma= I 15,17 r--- --------- --/ — 31 LHJ _p lJ �o i I WELL,'~ , r Uj STORAGE SHED 1001 SHADE o 0 0 0 0 STRUCTUR , L SEE DWG = -�.------ --- ---- #4/0 BC I CON RETE 1 12 ENC GROUND XIS FRM...y SECTION b Fil A O U m_ __ _ — — — — — — — — SCALE: 114 = 1'-0" w WP O NOTES: WDS F DEMOLISH EXISTING LIGHTING SYSTEM. DEMOLISH ALL F8]. EXPLOSION PROOF RECEPTACLE. PROVIDE SIMILARLY ON H INTERCEPT EXISTING AREA LIGHTING CKT & ' MCC -1 GROUND EXPOSED CONDUITS. (NOT SHOWN). OPPOSITE WALL. EXTEND TO NEW MCC. O P02 PO3 ROD F91 ❑2 PROVIDE EYS TYPE CONDUIT FITTING PRIOR TO LEAVING WELL. PROVIDE 3 FIXTURES SIMILARLY ON 0 16 OPPOSITE WALL. ❑ MOUNT 3 FLUORESCENT FIXTURES TYPC C A EEXISTING MCC - DEMOLISH. 11-01 UNDER SHADE IN FRONT OF MCC FRONT TO BE LOCATED AT SAME LOCATIONS OF FIXTURES TO BE PANEL. PROVIDE NECESSARY CONDUITS & Q PLAN EEXISTING SERVICE METER BOX - DEMOLISH. DEMOLISHED. WIRING. m SCALE: 1" = 5' - 11 INTERCEPT EXISTING SERVICE CONDUIT WITH PG&E -APPROVED Q F5 TEMPORARY UNDERGROUND FEEDER TO BE CONNECTED TO PULLBOX. = W EXISTING SERVICE DISCONNECT 2Y"#3/0,#4GND 12 3 -GANG LIGHTING SWITCH. ONE SWITCH TO CONTROL WELL F61 D 130 AGAINST OPPOSITE WALL. LIGHTING, THE SECOND TO CONTROL AREA LIGHTING, AND 6. J.- G 1 Q THE THIRD TO CONTROL LIGHTING OF MCC SUN -SHADE. ❑ A130A AGAINST OPPOSITE WALL 13 FROM STORAGE SHED. LIGHTING & RECEPTACLE IN SHED BY - OTHERS. CITY RECORDS NO.: Q) DESIGNED BY PROJECT ENGINEER VERIFY SCALES PT PARSEKH L. TOPJIAN 6 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE 5 ON ORIGINAL DRAWING 4 DD E 012845 09/30/14 QROFESS/� AK� ��N L FOA`F � O� ��`°`�0N"'"'a��5� - - � �' i� �' .,/► � C I 1 i O F =' a� 9 a DRAWING SEWER LIFT STATION REHABILITATION E-03 SHEET �,I `I CHECKED BY PROJECT NUMBER w No. 012845 Z rr",, AECOM Technical Services, Inc. U t7 3 a: 'D 5001 East Commercenter Dr. Suite 100 BAKE RS F I E LD 2 W IF NOT ONE INCH ON AJR 60282923 *P 9/30/12 * Bakersfield, California 93309 2 THIS SHEET, ADJUST T 661.325.7253 F 661.395.0359 CSI ,, Y,,.1� 11-k-1 ELECTRICAL PLAN AND SECTION OF 33 SHEETS DATE SCALES ACCORDINGLY REV DATE DESCRIPTION APPR SEPT. 2013 CADD STANDARDS AECOM R1 OF CA%_. www.aecom.com 11 OR S-2520 LU (j) 1 2 3 4 5 6 7 8 3 CD 0 w N -0 O O O .0 O' ILI N c 0 o- �o Ln 00 CD �o o� CD LO N p O" N N CIO V) N W O V CO a 1 2 3 4 5 6 7 8 480V 30 M L 120VAC FROM PANELBOARD CKT. 6 N N N m 1 CR13 J'480-12OV, _ 31 I--$ - - -- ICP -1 PFR ,---------0 LSLL-110A , ISR -11 LL , 11 LOW LEVEL D 1 CPT 23 AR3 SPARE 3 ❑ L _ o- _ _h ❑ I L� - - -- SHUTDOWN _ _ �J p CR11 - 32 41 $ - - ♦ PUMP 1 STARTER 2 W CONTROL 24 1-180 SEC. TD1 SPARE 4❑FilPUMP - y SHUTDOWN POWER ON 2 2 _ 1-180 SEC. ----_--I-0 - - 19 33 CR11 y PUMP 2 STARTER 3 TDO 4 1 LSLL-130A , ISR -21 LL , L -T -[_0 - y PUMP SHUTDOWN 4 PFR TDO AR2 CRxx HAND M OL 13,42 CR1 41 $---- 50 ---- I CR12 X00 I _ AUTO CRyy _ _ _ ETDyy READY TO ,� - - �- AR2 FAIL TO ,� 34 ~—� y PUMP 1 STARTER PUMP START 5 �— _ _ _ r$-) ' 51 - - -- - - -- 0OX _ _ 5 ❑ 6 ❑ Jl M 3 AUTO �c �— , 42 _ _ I �"� RUN TO � = r-------1-0 - - 7 TD 12 6 _ o--E� I- - OOX CALL L_ --�- 52iZN I LSHH-110C �- ISR -13HH 35 - - - 1 - AR1 e o----0 2 - - PUMP 2 STARTER 7 —AFF 43 _ _ �� 4 PUMP START C j 0X0 M TURE C 8 I A TO ---- �-------I--o y I I LSHH-130C , ISR , 9 AUTO CR1 41_ o- to —J OOX ISR -11 LL CR23 10 11 CR11 12,15,32,33 41—.B- - - --- ICP -1 TO MOTOR SUFFIX MATRIX LOW LEVEL TEMP & LEAKAGE PROBE PUMP CRxx CRyy TDyy- BACKUP - -- SHUTDOWN 11 12 LE -1x1 �� T T M (- ETM - - -1 ♦ 1 CR11 CR12 N/A 2 /A T 3 fCR:o J*j� N �� 1 RESET CR11 . ISR-13HH 13,34 42 CR21 y - - y PUMP 3 STARTER PUMP SHUTDOWN 13 I I i I G RUN 4 CR21 N12 - r 35 CR21 140--L FilTD , a tl 43 41 EB- -- PUMP 4 STARTER PUMP SHUTDOWN FAULT NOTES: 4 !!q xm ~O BACKUP STARTED - - -- CR22 B 15 RESET I AR1 17,43 a TEMPERATURE &LEAKAGE SENSOR. (SUPPLIED BY PUMP MANUFACTURER TO BE INSTALLED IN STARTER CUBICLE). IF 15 CR11 A LOW LEVEL SHUTDOWN 44 ~—� y PUMP 3 STARTER B PUMP START SEPARATE SENSORS FOR TEMPERATURE & LEAKAGE ARE CR13 -- -i 41 PROVIDED, CONTROL SCHEMATIC SHALL BE ADJUSTED 16 CR1 16,31 16 ACCORDINGLY, AND ADDITIONAL CONTROL WIRES SHALL BE TD22 _ PROVIDED AS APPLICABLE AT NO EXTRA COST. ISR -21 LL 45 o--$ - - -- AR 1 I ♦ MOISTURE ❑ INTRINSICALLY SAFE RELAY. 19 CR2 20,23,42,43 W 17 1 A ALARM❑ PUMP 4 STARTER Q I 3 SPARE RELAYS TO HAVE 2 NC AND 2 NO CONTACTS. ALL CR21 ISR-23HH PUMP START 18 �--0 CONTACTS SHALL BE WIRED TO TERMINALS. ❑4 SPARE RELAY TO HAVE 1 NC AND 1 NO CONTACT. ALL 20 CR22 CR2 21,44 ---� U LU CONTACTS SHALL BE WIRED TO TERMINALS. 21 TD2 45 O 19 APPLIES TO PUMPS 1 & 3. BACKUP IX IX F6 APPLIES TO PUMPS 2 & 4. 22 R �Q STARTED Q 20 TD 1 21,21 SYMBOLS (THIS DWG. ONLY) CR21 O A TD 1 TD 1 ICP -1 23 A SHUTDOWN 21 0 AR2 4,51 'k CR23 �p �[ - - ♦ DOOR MOUNTED 24 CR2 24,41 W r 22 R ♦ MOTOR HIGH j TEMP FAIL LIFT PUMPS LP -1, 02, 03, 04 COMMON CONTROLS 2 7 Q [CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING i DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN QROFESS/LL ��, ��N ro,� F �, L o� ti 4V, `'a 9 i No. 012845 Z A BAKE o�,r��oKATE��<� ,� rIX d CITY OF SEWER LIFT STATION REHABILITATION DRAWING E-04 I� � _ � AECOM Technical Services, Inc. 6 ZL DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 4 SHEET zi CHECKED BY PROJECT NUMBER Exp. 9/30/12 5001 East Commercenter Dr. Suite 100 BAKERSFIELD 22 W 2 IF NOT ONE INCH ON AJR 60282923 * * `�9��£�RIC,p��a�P Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 4C4RY11.P CALI CONTROL SCHEMATIC DIAGRAMS OF 33 SHEETS THIS SHEET, ADJUST SCALES ACCORDINGLY F �F CA1.�F� www.aecom.com F 0 R ( 1 OF 2) LV (� DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 8 U 0 0 3 Ln 0 W 0 N N / �o U Lo 00O O I p Ln N p m N N C N N W O C7 cD Q N � 1 2 3 4 5 6 7 8 M. 120V CKT6 44080V I TT -1 TWIST DI TIMER D 480-12OV, CPT ED --a-1-1 1 ON-OFF 3 60 MIN 2 W CONTROL J_ POWER ON TT -1 F-11 --- --- - -- CR1 ICTO ♦ HAND OL TD -1 4 M 8,12 CR1 I X00 TD 5 MIN OXO; TD -1 a a I REMOTE --- o------ CR2 6 Q---� - - OOX CR1® C TDOD IprC I IAUTO CR1 I -B- .,.., _ . . CR1 SF -2 ETM NOTES: STARTER - - Fil CONTACT CLOSES INSTANTANEOUSLY WHEN TIMER TT -1 ACTIVATED & OPENS M i ♦ WHEN TIMER TIMES OUT. 8 G RUN 1 F2 CONTACT CLOSES INSTANTANEOUSLY WHEN TD -1 ENERGIZED AND STAYS ON CR2 0 UNTIL 5 MINUTES AFTER TD -1 IS DE -ENERGIZED. L B 120V WELL 3 MOUNTED ON SIDE OF MCC. SHALL BE LOCKABLE IN "ON" POSITION. IN "ON" F B N CKT1 LIGHTING POSITION, SWITCH SHALL OVERRIDE TWIST TIMER &FANS AND WELL LIGHTING SHALL BE ON CONTINUOUSLY. IN "OFF" POSITION TWIST TIMER SHALL TURN FANS & LIGHTS ON FOR SET TIME. WHEN TWIST TIMER TIMES OUT, FANS SHALL SHUT CR11 DOWN, AND WELL LIGHTS SHALL TURN OFF AFTER 5 MINUTES. 11 (—$ - - -- 50 El- - -- 4❑ CONTACTS SHALL HAVE 20A RATING. W READY TO * FAIL TO - - F5] "REMOTE' FOR EF -2 & SF -1, "AUTO" FOR EF -1 (ODOR CONTROL FAN). O F6]"CR1" FOR EF -2 & SF -1, "ICP" FOR "EF -1". U M 12 RUN TO ---� OL CL SYMBOLS (THIS DWG. ONLY) OL * ICP -1 i 13 ---- OVERLOAD ♦ DOOR MOUNTED Q A FAIL TO * J m Z W ODOR & VENTILATION FANS 1 � EF -1, EF -2, SF -1 - I 1 5 CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING I I DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN QROFESS� L T�o �► �� t7�� Ov Fy w a No. 012845 Z m SAKE "`O�O�ArE� �� CITY OF U d SEWER LIFT STATION REHABILITATION DRAWING E�O� I� LL +.I ' 1� �® AECOM Technical Services, Inc. 6 DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 4 SHEET ^ CHECKED BY PROJECT NUMBER o::;o5001 Exp. 9%3012 East Commercenter Dr. Suite 100 . BAKERSFIELD 2 IF NOT ONE INCH ON AJR 60282923 * ` F� Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 ��1II CONTROL SCHEMATIC DIAGRAMS OF SHEETS 2 THIS SHEET, ADJUST SCALES ACCORDINGLY ,9r fCt R�C,P��N, F ° OF CA�\F www.cecom.com H p R (2 OF 2) DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 I REV DATE DESCRIPTION APPR 1 _ - -1- 2 3 475 6 - 7- — I - 8 — --- M n M M N M O N N O N U 39. C) W E O z 0 J 3 O W 0 N Ln N N N a O O O Cn I O o� U � 00 i 00 O I p r') o N O N N 0 N N W CO a ED C r■ 10 L'" F= u -CONDUIT o a p SIZE CONDUCTORS PER CONDUIT FROM TO REMARKS QT'Y SIZE G N D PT PROJECT ENGINEER PARSEKH L. TOPJIAN J6 5 DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 4 P02 2-1/211 3 # 3/0 #4 MS MCC -1 P03 2-1/2" 3 # 3/0 #4 MS GENERATOR RECEPTACLE NEUTRAL 1 #2 P11 1 " 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 1 P12 1 " 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 1, P13 1" 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 2 P14 1" 3 #6 #8 MCC -1 PUMP TERMINATION PANEL 2, MAIN INCOMING LIGHTING -CANOPY P11 A 3 #6 #8 PUMP TERMINATION PA NEL 1 PUMP LP -01 CABLE PROVIDED WITH PUMP P12A 3 #6 #8 PUMP TERMINATION PANEL 1, PUMP LP -02% BLE , OV IDED ffH Fj_�� PUMP LP -03 ICABL,OVI "ffH P P13A RECEPTACLES - WELL 3 #6 #8 PUMP TERMINATION PANEL 2 P14A 20 3 #6 #8 PUMP TERMINATION PANEL 2, PUMP LP -04 I CABf PROV I H P P16 3/4" 3 #12 #12 MCC -1 FAN EF -1 P17 3/4" 3 #10 #10 MCC -1 FAN SF -1 P18 3/4" 3 #10 #10 MCC -1 FAN E17-2 ' SPARE RECEPTACLES - MCC All 3/4" 2 #14 #14 MCC -1 PUMP TERMINATION PANEL 1 Al2 3/4" 2 #14 #14 1 PUMP INATION P NEL A13 3/4" 2 #14 #14 PM � I N ELIA A14 3/4" 2 #14 #14 1 RJ T' I TI EL A 11 A (REMARKS) Ok- 1 PU L ;3 !ICA O DED W PUMP SENSOR) A 12A (REMARKS) PUMP TERMINATION PANE- 1 PUMP LP 0SENSO R) &LEAKAGE CABLE PROVIDED WITH PUMP SENSO A 13A 13 14 (REMARKS) .20 PUMP TERMINATION PANEL 2 PUMP LP 03(TEMP & LEAKAGE CABLE PROVIDED WITH PUMP SENSOR) A14A (REMARKS) SPARE PUMP TERMINATION PANEL 2 PUMP LP 04(TEMP &LEAKAGE CABLE PROVIDED WITH PUMP SENSOR) 20 1 15 16 1 20 A110 3/4"CO SPARE (REMARKS) MCC -1 PUMP TERMINATION PANEL 1 CABLE PROVIDED WITH INSTRUMENT A130 3/4"CO 20 (REMARKS) 17 MCC -1 PUMP TERMINATION PANEL 2 CABLE PROVIDED WITH INSTRUMENT Al 10A 1 1SPARE (REMARKS) PUMP TERMINATION PANEL 1 LT -110 A130A SPARE (REMARKS) PUMP TERMINATION PANEL 2 LT -130 20 11191201 1 20 1 D110 3/4" 6 #14 #14 MCC -1 PUMP TERMINATION PANEL 1 INCLUDES SPARES D130 3/4" 6 #14 #14 MCC -1 PUMP TERMINATION PANEL 2 INCLUDES SPARES D110A 2" (REMARKS) TOTAL VA (Even Ckts)/ PH PUMP TERMINATION PANEL 1 LS -110A, 110C Dl 30A 2" (REMARKS) PUMP TERMINATION PANEL 2 LS -130A, 130C CABLE PROVIDED WITH INSTRUMENT TOTAL VA (ALL Ckts)/ PH 25% OF ALL CONTINUOUS LOADS = VA, TOTALS +25% OF CONTINUOUS LOADS = OVA AVERAGE AMPS/PH= OA NOTES AVERAGE: VA / PH= OVA - VA SUMS AND AVERAGES ARE ROUNDED TO THE NEAREST: 10 VA. - QUANTITIES IN'QTY' COLUMN, IF ANY, INDICATE NUMBER OF POWER CONSUMING OUTLETS CONNECTED TO THE RELEVANT CIRCUIT. -'M'IN THE 'NOTES.' COLUMN' INDICATES THAT RELEVANT BRANCH BREAKER IS USED AS THE MAIN BREAKER OF THIS PANEL. -'x IN THE 'NOTES' COLUMNS, IF USED, INDICATES THAT LOAD IN THAT CIRCUIT IS CONTINUOUS. NUMBERED NOTES (NOT USED) L100 1 " 6 #12 #12 MCC -1 TWIST TIMER 2 AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.ceconm.com 0 NAMEPLATE: PNL-LA CONDUIT SCHEDULE MOUNTING: SURFACE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 1 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN J6 5 DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 4 LOCATION: MCC CHECKED BY AJR PROJECT NUMBER 60282923 it DATE I SEPT. 2013 CADD STANDARDS AECOM REV DATE DESCRIPTION APPR 2 AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.ceconm.com 0 NAMEPLATE: PNL-LA FED FROM: )FMR -T1 MOUNTING: SURFACE ENCLOSURE: SEE SPECS BUS: 100A VOLTAGE: 120/240, 1 -Ph, 3-W AVAILABLE SC (kA): 0.8 KAIC: 10 TOP/ BOTTOM FEED: SEE PLANS LOCATION: MCC MAIN BREAKER (AMPS): MLO 12P DESCRIPTION LOAD VAw ►— z >- %i— BRKR CKT REF BRKR } Ci w I- Z LOAD VA DESCRIPTION A B TRIP P P TRIP A B LIGHTING - WELL 20 1 1 2 2 40 M MAIN INCOMING LIGHTING -CANOPY 20 1 3 4 RECEPTACLES - WELL 20 1 5 6 1 20 1 MCC - COMMON CONTROLS LIGHTING - MCC 20 1 7 8 1 20 SPARE RECEPTACLES - MCC 20 1 9 10 1 20 SPARE FAN - MCC 20 1 11 12 1 20 SPARE LIGHTING - AREA 20 1 13 14 1 .20 SPARE LIGHTING - SHED 20 1 15 16 1 20 SPARE RECEPTACLE - SHED 20 1 17 18 1 20 1 1SPARE SPARE 20 11191201 1 20 1 1 SPARE TOTAL VA (Odd Ckts)/ PH TOTAL VA (Even Ckts)/ PH TOTAL VA (All Ckts)/ PH + 25% OF CONTINUOUS LOADS/ PH TOTAL VA (ALL Ckts)/ PH 25% OF ALL CONTINUOUS LOADS = VA, TOTALS +25% OF CONTINUOUS LOADS = OVA AVERAGE AMPS/PH= OA NOTES AVERAGE: VA / PH= OVA - VA SUMS AND AVERAGES ARE ROUNDED TO THE NEAREST: 10 VA. - QUANTITIES IN'QTY' COLUMN, IF ANY, INDICATE NUMBER OF POWER CONSUMING OUTLETS CONNECTED TO THE RELEVANT CIRCUIT. -'M'IN THE 'NOTES.' COLUMN' INDICATES THAT RELEVANT BRANCH BREAKER IS USED AS THE MAIN BREAKER OF THIS PANEL. -'x IN THE 'NOTES' COLUMNS, IF USED, INDICATES THAT LOAD IN THAT CIRCUIT IS CONTINUOUS. NUMBERED NOTES (NOT USED) w Z� 5 d�CITY OF Jlll�rl��• BAKERSFIELD 6.).617 CITY RECORDS NO.: SEWER LIFT STATION REHABILITATION 6 N -01 CI 0 O \S� W 0 Z Llj V 0 CL Z 1`O 1 00M\ /lW 0 v! DRAWINGIJL I� E-06 SHEET 24 -uj OF 33 SHEETS I S-2520 ]LL (f) No is V V U 7 a 0 t CD I T � �Q a �o I CD I CD CD Q w o a� J Q 0) L0 3 `r b 00 0 o� w cv to CD Ln N O Ln O N N Cn � I c d 0 ? U O 0 a>< F EXISTING SERVICE METER BOX El NOT TO SCALE VERIFY SCALES DESIGNED BY PROJECT ENGINEER 6 PT PARSEKH L. TOPJIAN BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE 5 ON ORIGINAL DRAWING 4 DD E 012845 09/30/14 3 I I CHECKED BY PROJECT NUMBER 2IF NOT ONE INCH ON AJ R 60282923 1 THIS SHEET, ADJUST DATE CADD STANDARDS REV DATE DESCRIPTION APPR SCALES ACCORDINGLY SEPT. 2013 AECOM 1 2 3 EXISTING MCC F31 NOT TO SCALE NOTES: a INSTALL TEMPORARY CONDUIT & FEEDER TO FEED NEW SERVICE SWITCHBOARD "DS" FROM EXISTING SERVICE. [2] DEMOLISH AFTER TRANSFER OF SERVICE TO NEW SWITCHBOARD "DS". F3 DEMOLISH AFTER TRANSFER OF SERVICE. 460MCO 1 AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com 1,1CITY OF = o�lll�lll//iBAKERSFIELD o` 6.). CITY RECORDS NO.: SEWER LIFT STATION REHABILITATION EXISTING EQUIPMENT DEMOLITION 7 G11 DRAWING E-07 SHEET 25 OF 33 SHEETS S-2520 FBI CI Q 00 w 0 Z V W 1wu0 CL \/1 0 I` Q m I W Z U. 0 J W LU C c N M M O N N 0 MOTOR TERMINATION CONCRETE BASE TERMINATION PANEL - FRONT VIEW SCALE: 1-1/27 = 1" MOISTURE BARRIER—TYPE SEALANT TERMINATION PANEL -SIDE VIEW SCALE: 1-1/27 = 1" 1 MEMBRANE SE" FOR CONTROL POWER DISTRIBUTION AND TERMINAL BLOCK EACH PUMP CABLE (1 TERMINAL BLOCKS FC EACH LEVEL SWITCH LEVEL TRANSMITTER VERIFY SCALES PT BAR IS ONE INCH DRAWN BY ON ORIGINAL DRAWING DD CHECKED BY IF NOT ONE INCH ON AJR THIS SHEET, ADJUST DATE SCALES ACCORDINGLY SEPT. 2013 FINISH GRADE GROUND — CONNECTOR GRAVEL BASE PER SPECS. GROUND ROD GROUND WELL DETAIL NOT TO SCALE PARSEKH L. TOPJIAN REG NUMBER EXP DATE E 012845 09/30/14 60282923 AECOM GROUND LUG -- %NE SEAL FITTINGS 1MP CABLE TERMINATION SCALE: 1-1/27 = 1" (SHOWN 91THjtQGfRj 11" x 17' x 12" DEEP PRECAST CONCRETE HANDHOLE WITH CONCRETE COVER LABELED `GROUND' 24' MIN. CONDUIT & WIRE PER PLANS - INSIDE VIEW A:mm COM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com LOUVERS CONCRETE BASE TERMINATION PANEL - BACK VIEW SCALE: 1-1/27 = 1" GROUND ROD WIRE PER PLANS GENERATOR GROUND ROD DETAIL NOT TO SCALE ,,,`�p�pr»mina„�'r•'''� TERMINATION PANEL CONSTRUCTION NOTES: 1. EXTERIOR 14 GA. 304 2D S.S AND INTERIOR 14 GA. STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. 2. CONSTRUCTION SHALL BE NEMA 3RX. 3. ALL NUTS, BOLTS, SCREWS AND HINGES SHALL BE STAINLESS STEEL. 4. NUTS, BOLTS & SCREWS SHALL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE. 5. PHENOLIC NAMEPLATES SHALL BE PROVIDED AS REQUIRED. G.� Gid ITY RECORDS NO.: SEWER LIFT STATION REHABILITATION PUMP TERMINATION PANEL & GROUNDING DETAILS O N • 26 33 SHEETS S-2520 C C 0 M 3 00 a W 0 N N N N o I a- < Q U O c5 U) C N t O a o =P' (DLo X_ 0 o� J O iLn 0" CD CD N O I p �o N O CIA N c N N W O U co a / 1 2 3 4 5 6 7 8 0 N O N c GROUND LUG MEMBRANE SEAL FITTINGS (TYP.) MEMBRANE SEAL FITTINGS 24" FOR CONTROL CABLES FOR PUMP CABLE II o0o II • • • s Q Q Q II POWER DISTRIBUTION BLOCK 0 0 0 0 • MOTOR AND TERMINAL BLOCKS FOR o 0 0 TERMINATION EACH PUMP CABLE (TYP.) LOUVERS �,. ' o 0 30" �� TERMINAL BLOCKS FOR o 0 0 EACH LEVEL SWITCH & o o \ LEVEL TRANSMITTER II o 0 o II II o�o II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONCRETE BASECONCRETE BASE I I 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 �d �lj �lj �kj �d �d c TERMINATION PANEL - FRONT VIEW 1 CONDUITS TO MCC TERMINATION PANEL - BACK VIEW 3 c i SCALE: 1-1/27 = 1" SCALE: 1-1/2" = 1" - -:� { -1 T R AT A y- INSIDE VIEW 2 SCALE: 1-1/27 = 1" - (SHOWN WITH DOORS REMOVED) WEL _ - t 11" x 17" x 12" DEE 0 0 o PRECAST CONCRETE12.00" B o TERMINATION PANEL CONSTRUCTION NOTES: o HANDHOLE WITH CONCR GRADE FINISH GRADE `GROUND' B o COVER LABELED 0 1. EXTERIOR 14 GA. 304 2D S.S AND INTERIOR 14 GA. o STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. p 2. CONSTRUCTION SHALL BE NEMA 3RX. 3. ALL NUTS, BOLTS, SCREWS AND HINGES SHALL BE o GROUND STAINLESS STEEL. O o CONNECTOR o Z 0 4. NUTS, BOLTS & SCREWS SHALL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE. o MOISTURE GRAVEL BASE U W BARRIER -TYPE PER SPECS. 5. PHENOLIC NAMEPLATES SHALL BE PROVIDED .AS I I O SEALANT GROUND ROD REQUIRED. I CL � l) CONDUIT & GROUND ROD WIRE PER PLANS TO MCC FROM WETWELL O 1 A m TERMINATION PANEL - SIDE VIEW 4 GROUND WELL DETAIL 5 GENETATOR GROUND ROD DETAIL 6 z SCALE: 1-1/27 = 1" - NOT TO SCALE - NOT TO SCALE - LU Z V CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWINGel~ I I DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN QROFESS/p o � '� �Q�Gj�TpA`t� ! ' a Z z w No. 012845 n SAA O� \rcula>oanrF��1S� # CITY OF r t7 SEWER LIFT STATION REHABILITATION DRAWING E-08 I� UL UL ® �C® AECOM Technical Services, Inc. 6 5 DRAWN BY DD REG NUMBER EXP DATE E 012845 09/30/14 4 SHEET 3 CHECKED BY PROJECT NUMBER ar Exp. 9/30/12 5001 East Commercenter Dr. Suite 100 BAKERSFIELD 26 IF NOT ONE INCH ON AJR 60282923 * * .V Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 MANY 11.1 C PUMP TERMINATION PANEL & GROUNDING DETAILS OF 33 SHEETS THIS SHEEP, ADJUST SCALES ACCORDINGLY 9rF �CTR1- CA1- www.aecom.com JF, OR��P (i�l zh DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 REV DATE DESCRIPTION APPR L -- 1 27 3 7 4 __-__! - ____-- 5 6 01 C 0 z 0 J 3 0 Z N Lr' N C UO o� A oN 0 01N 0o 0 C Of O� o 00 �00 a o� �o N O 0-) N 00N N W CD 2 INTERNATIONAL SOCIETY OF AUTOMATION (ISA) TABLE IDENTIFICATION LETTERS VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY IIISEPT. FIRST -LETTER SUCCEEDING -LETTERS —�4-- MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER CHECKED BY ES PROJECT NUMBER 60282923 —I�--- ECCENTRIC PLUG DATE 20131 CADD STANDARDS AECOM A ANALYSIS —� �– ALARM PF PRESSURE RELIEF VALVE B BURNER, COMBUSTION PID USER'S CHOICE USER'S CHOICE USER'S CHOICE C CONDUCTIVITY P&ID PROCESS & INSTRUMENTATION DIAGRAM CONTROL PRESSURE RELIEF VALVE D USER'S CHOICE DIFFERENTIAL RELIEF VALVE RIOP REMOTE 1/0 PANEL E VOLTAGE RTD SENSOR (PRIMARY ELEMENT) RTDI RTD INPUT MODULE F FLOW RATE RATIO (FRACTION) SUPERVISORY CONTROL STATION SS START -STOP G USER'S CHOICE TSP GLASS, VIEWING DEVICE TST TWISTED SHIELDED TRIAD H HAND TPC TIME PROPORTIONAL CONTROL TOT HIGH I CURRENT (ELECTRICAL) INDICATE J POWER SCAN K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L LEVEL LIGHT LOW M USER'S CHOICE MOMENTARY MIDDLE, INTERMEDI E N USER'S CHOICE PLC/RTU INPUT USER'S CHOICE NORMAL 0 USER'S CHOICE ORIFICE, RESTRICTION P PRESSURE, VACUUM POINT (TEST) CONNECTION Q QUANTITY INTEGRATE, TOTALIZE R RADIATION RECORD S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MV IFUNCTI V VIBRATION, MECHANICAL ANALYSIS VALVE,DAMPER LOUVER W WEIGHT, FORCE WELL X UNCLASSIFIED X AXIS UNCLAS *)LASS D(*) U S D Y EVENT, STATE OR PRESENCET Y AXIS , COMPUTE rRIVER,ACTUAT SIFTED FI L ELEMENT Z POSITION, DIMENSION Z AXIS INSTRUMENT IDENTIFICATION as - FIRST LETTER bb - SUCCEEDING LETTERS aabb yy - LOOP NO. MODIFIER (USED WITH TWO ILLUMINATED HANDSWITCH xxyy OR MORE INSTRUMENTS HAVING THE SAME FUNCTIONAL LOOP IDENTIFICATION) xx - LOOP NO. 0 FIELD MOUNTEDPLC _ INSTRUMENT (PROGRAMMABLE LOGIC CONTROLLER) _ REAR OF PANEL MOUNTED SCS INSTRUMENT (SUPERVISORY CONTROL STATION) FRONT OF PANEL MOUNTED O INTERLOCK INSTRUMENT 0> ROTAMETER REV DATE DESCRIPTION 1 INSTRUMENT LINE SYMBOLS — — A — --A3-- A( TUA PUMPS & COMPRESSORS SUBMERSIBLE PUMP COMPRESSOR / BLOWER PRIMARY PROCESS FLOW SECONDARY PROCESS FLOW, CONNECTION TO PROCESS FLOW, MECHANICAL LINK OR INSTRUMENT SUPPLY PNEUMATIC SIGNAL OR UNDEFINED SIGNAL FOR PROCESS FLOW DIAGRAMS CAPILLARY TUBING (FILLED SYSTEM) ELECTRIC SIGNAL (DISCRETE) ELECTRIC SIGNAL (ANALOG, TSP) ELECTRIC SIGNAL (ANALOG, TST) DATA COMMUNICATION am 107.11 M TI -CIRCUIT ELECTRIC SIGNALS ( MBER OF SIGNALS ILLUSTRATED I . PARENTHESIS) GICAL OR HARDWIRE SIGNAL NUMBER HOWN SIGNAL "01" ORIGINATED IN DWG. 1-5) LOGICAL OR HARDWIRE SIGNAL NUMBER (SHOWN SIGNAL "01" SENT TO DWG. 1-5) aM MOTOR (OPEN/CLOSE, START/STOP) El SOLENOID VALVES & GATES —� �-- BUTTERFLY�-- -Da— GATE M —DKa— KNIFE GATE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY IIISEPT. DESIGNED BY Gy PROJECT ENGINEER GERARDO YNIGUEZ —�4-- BALL DRAWN BY MG REG NUMBER EXP DATE E17017 09/30/13 ---- DIAPHRAGM CHECKED BY ES PROJECT NUMBER 60282923 —I�--- ECCENTRIC PLUG DATE 20131 CADD STANDARDS AECOM APPR 3 —� �– COMPRESSOR / BLOWER PRIMARY PROCESS FLOW SECONDARY PROCESS FLOW, CONNECTION TO PROCESS FLOW, MECHANICAL LINK OR INSTRUMENT SUPPLY PNEUMATIC SIGNAL OR UNDEFINED SIGNAL FOR PROCESS FLOW DIAGRAMS CAPILLARY TUBING (FILLED SYSTEM) ELECTRIC SIGNAL (DISCRETE) ELECTRIC SIGNAL (ANALOG, TSP) ELECTRIC SIGNAL (ANALOG, TST) DATA COMMUNICATION am 107.11 M TI -CIRCUIT ELECTRIC SIGNALS ( MBER OF SIGNALS ILLUSTRATED I . PARENTHESIS) GICAL OR HARDWIRE SIGNAL NUMBER HOWN SIGNAL "01" ORIGINATED IN DWG. 1-5) LOGICAL OR HARDWIRE SIGNAL NUMBER (SHOWN SIGNAL "01" SENT TO DWG. 1-5) aM MOTOR (OPEN/CLOSE, START/STOP) El SOLENOID VALVES & GATES —� �-- BUTTERFLY�-- -Da— GATE M —DKa— KNIFE GATE AL AC Al AO AM AMR PRIMARY ELEMENTS SUBMERSIBLE LEVEL SENSOR 0 , �o ASICOM No. El 7017 AECOM Technical Services, Inc. ;:0 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 FZ£CTRt'%P�� T 661.325.7253 F 661.395.0359 Q OF CAkF www.aecorn.com 4 5 V CCC CL CP DC DI DO ETM HOA HLO HL HLOR 1/0 LL LP LR LOS LOR LPU LCP MCC MCS MODEM OIC OSCA MOTOR OPERATED BUTTERFLY (MODULATING) MOTOR OPERATED BUTTERFLY (OPEN/CLOSE) 4Z D PRESSURE REDUCING REGULATOR S SOLENOID CONTROL S 3 -WAY SOLENOID _ - Q I _ NEEDLE VALVE DIAPHRAGM ACTUATED PRESSURE RELIEF Eli EDUCTOR MIXER SLUICE GATE C SLIDE GATE INSTRUMENT ABBREVIATIONS ALARM ALTERNATING CURRENT ANALOG INPUT ANALOG OUTPUT AUTO -MANUAL TO -MANUAL -REMOTE ERAGE BACKWASH COMMON ALARM CLOSE CENTRAL CONTROL CENTER CHLORINE CONTROL PANEL DIRECT CURRENT DISCRETE INPUT DISCRETE OUTPUT ELAPSED TIME METER HAND -OFF -AUTO HIGH -LOW -OFF HIGH -LOW HIGH -LOW -OFF -REMOTE INPUT/OUTPUT LOCAL LEVEL LOCAL PRESSURE LOCAL -REMOTE LOCK -OUT -STOP LOCAL -OFF -REMOTE LINE PROTECTION UNIT LOCAL CONTROL PANEL MOTOR CONTROL CENTER MASTER CONTROL STATION MODULATE -DEMODULATE OPEN -INTERMEDIATE -CLOSED OPEN -STOP -CLOSE -AUTO OOR ON -OFF -REMOTE —��-- SWING CHECK —�4-- BALL —D®4— GLOBE ---- DIAPHRAGM �- PLUG —I�--- ECCENTRIC PLUG --— LUBRICATED PLUG --DR4— 3 -WAY GLOBE —� �– BALL CHECK PF PRESSURE RELIEF VALVE PD PINCH VALVE AL AC Al AO AM AMR PRIMARY ELEMENTS SUBMERSIBLE LEVEL SENSOR 0 , �o ASICOM No. El 7017 AECOM Technical Services, Inc. ;:0 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 FZ£CTRt'%P�� T 661.325.7253 F 661.395.0359 Q OF CAkF www.aecorn.com 4 5 V CCC CL CP DC DI DO ETM HOA HLO HL HLOR 1/0 LL LP LR LOS LOR LPU LCP MCC MCS MODEM OIC OSCA MOTOR OPERATED BUTTERFLY (MODULATING) MOTOR OPERATED BUTTERFLY (OPEN/CLOSE) 4Z D PRESSURE REDUCING REGULATOR S SOLENOID CONTROL S 3 -WAY SOLENOID _ - Q I _ NEEDLE VALVE DIAPHRAGM ACTUATED PRESSURE RELIEF Eli EDUCTOR MIXER SLUICE GATE C SLIDE GATE INSTRUMENT ABBREVIATIONS ALARM ALTERNATING CURRENT ANALOG INPUT ANALOG OUTPUT AUTO -MANUAL TO -MANUAL -REMOTE ERAGE BACKWASH COMMON ALARM CLOSE CENTRAL CONTROL CENTER CHLORINE CONTROL PANEL DIRECT CURRENT DISCRETE INPUT DISCRETE OUTPUT ELAPSED TIME METER HAND -OFF -AUTO HIGH -LOW -OFF HIGH -LOW HIGH -LOW -OFF -REMOTE INPUT/OUTPUT LOCAL LEVEL LOCAL PRESSURE LOCAL -REMOTE LOCK -OUT -STOP LOCAL -OFF -REMOTE LINE PROTECTION UNIT LOCAL CONTROL PANEL MOTOR CONTROL CENTER MASTER CONTROL STATION MODULATE -DEMODULATE OPEN -INTERMEDIATE -CLOSED OPEN -STOP -CLOSE -AUTO OOR ON -OFF -REMOTE 0 OPEN 00 ON-OFF OOA ON -OFF -AUTO ORO OFF -RESET -ON OC OPEN -CLOSE OSC OPEN -STOP -CLOSE OSCR OPEN -STOP -CLOSE -REMOTE OCA OPEN -CLOSE -AUTO P/A PULSE TO ANALOG PF PULSE FREQUENCY PD PULSE DURATION PID PROPORTIONAL -INTEGRAL -DERIVATIVE PLC PROGRAMMABLE LOGIC CONTROLLER PS DC POWER SUPPLY P&ID PROCESS & INSTRUMENTATION DIAGRAM PRV PRESSURE RELIEF VALVE PRPRV PRESSURE REDUCING -PRESSURE RELIEF VALVE RIOP REMOTE 1/0 PANEL RSP REMOTE SET POINT RTD RESISTANCE TEMPERATURE DETECTOR RTDI RTD INPUT MODULE RTU REMOTE TERMINAL UNIT SCS SUPERVISORY CONTROL STATION SS START -STOP SP SET POINT TSP TWISTED SHIELDED PAIR TST TWISTED SHIELDED TRIAD TURB TURBIDITY TPC TIME PROPORTIONAL CONTROL TOT TOTALIZATION TEMP TEMPERATURE CITY RECORDS NO.: DRAWING � SEWER LIFT STATION REHABILITATION N-01 CI1 I/ OF SHEET BAKERSFIELD 27 INSTRUMENTATION LEGEND AND SYMBOLS OF 33 SHEETS S-2520 6 7 8 O W O, Z V LUO CL Z _o Q m 15Z W Z O Q LL W W I-) O z 6 E 0 z CD z CITY OF BAKERSFIELD SUPERVISORY G'ONTROL AND DATA ACQUISITION (SCADA) SYSTEM (LOCATED AT CITY HALL) SCADA SERVER iE FIREWAL L 1�1 INTERNET MODE� 7- f7 REMOTE ACCESS COMPUTER ... ....... . . ......... _j �-SERIAL MEDIA CONVERTER WIRELESS BROADBAND Li 'J VA U t lie ii SYMBOLS DIRECTIONAL ANTENNA O O OMNI -DIRECTIONAL -SERIAL ANTENNA ;i MASTERLuMEDIA MOBILE REMOTE 1RADIO CONVERTER BROADBAND RADIO ROUTER SERIAL I LEGEND C-1 I - - - - - - - HARDWIRE WI TELECOMM DIV. BLDG PS CPU 1/0 REPEATER OPERATOR RADIO FIBER OPTIC INTERFACE NOTES o ETHERNET TO BE MODIFIED BY CONTRACTOR. ADD LIFT SWITCH LP: i ETHERNET STATION DATA TO EXISTING SCADA HMI. Qj KELSO PK. SITE ICP -1 to Z' LIFT STATION LU CITY RECORDS NO.: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY Gy PROJECT ENGINEER GERARDO YNIGUEZ f ESS/ 0 'BAK -40 CITY OF SEWER LIFT STATION REHABILITATION DRAWING N-02 DRAWN BY MG REG NUMBER EXP DATE E17017 09/30/13 SHEET No. E17017 AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 d BAKERSFIELD 28 CHECKED BY PROJECT NUMBER ES 60282923 A Bakersfield, California 93309 IF NOT ONE INCH ON THIS SHEET, ADJUST T 661.325.7253 F 661.395.0359 '411f COMMUNICATIONS BLOCK DIAGRAM OF 33 SHEETS DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 SCALES ACCORDINGLY CA%_ www.aecom.com P 0 Llj REV DATE DESCRIPTION APPR 3 4 I Cn J O U Ln 0000 �(0 o� to M p N O � N N C, ( i N W O U [D Q 7) Y m mml 0 0 Ln T N U N Cr) m .. �w o>< 1 2 3 4 5 6 7 8 COMBINED INDIVIDUAL SEQUENCE SEQUENCE COMBINED INDIVIDUAL AR H ALL AH LL LIR LIR HS YIR YIR AR AR HS YIR YIR AR AR HS YIR YIR AR AR HS YIR YIR AR AR YII� HS HS LIK ELIK AR PAR 191 110A 110C 130A 130C 110 130 111 111A 1116 111C 141D 121 121A 1218 121C 141D 131 131A 1318 131C 141D 141 141A 1418 141C 141D 156 151A 1516 153A 1538 198A 986 SCS I I I i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I l I I I I I I I I I I I I I I 4, -SP SSP I r----------------------------------------f---r-----I-------------l---I---1----1�— fi--f------t----t—--I---f----I-- fi---fid— f---I---fi---1- ---t I I I I I 1 (8) I (8) i I S I I I I I S I I I I I S I I I I I S I I I I I 1 I I I I I I D ---------------------------- r-l----T�-1-_-� I I I I I I I I ! I I I I I I I I I I I I I I 1 I I I I I D 4-j 4� 4-j 4� 1 I I I I I I PUMP CONTROL LOGIC 1 I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I II,.-------------------------I-------4-----I---------I----I---I- --I--- ----I---F-----I---{-- ---I-- ---1--4-- -1--4----t-- ----------------- a -- I � I I I I I I I I I I I I I I I I I I I I I I I I I I DI I DI f DI DI DI DI DI DI Al AI DO DI DI DI DI DO DI DI DI DI DO DI DI DI DI DO DI DI DI DI DI DI DI Y_N YY Y_N Y_N Y_N Y_N Y_N Y_N LN L_N YY Y_N Y_N Y_N Y_N YY Y_N Y_N Y_N Y_N YY Y_N Y_N Y_N Y_N W_ Y_N Y_N Y_N Y_N Y_N Y_N Y_N 191 192 193 194 110A 110C 130A 130C 110 130 111 111A 1116 111C 141D 121 121A 1218 121C 141D 131 131A 1316 131C 141D 141 141A 1418 141C 141D 156 198A 1986 PLC 0 I I I f I I I I I I I I I I I I ) I I I I I I I I I I L +__�--,.1__-L-- J I I I I I I I I I I 1 I ----------- i I I I f l l IST RTI I I t -ON t -ALARM POWER I ¢-PUMP ¢-ABNORMAL -UPS I I I 1 I I I ( q- LLREAD . RUN ¢-FAIL �CALL� DY ¢-RUN FAIL Q-CALLREADY RUN FAIL T-CALLREADY RUN ¢-FAIL b -COMBINED/ I BATT INDIVIDUAL C I LOSS I I FAIL t LEVEL I I I I I I O I HI WET I I PUM P-01 1 PLP -02 1 PUMP LP -03 PUMP LP -04 PWR LEVEL 1 I HS Fii� DIALERQ— — — — — — — — — — — — —------ COMMON CO KOLS I I MCC 156 UPS MONITOR I I CONTROL 3 A I MODE I t I TO FORCED MAIN I t L 1 f f t STOP LP -0 I t i & LP -04 1 I I STOP LP -01 I I I I 1 1 I f i & LP -02 1 t t I I 1 I I f I I t 1 I I f I I I I f I I I I I I II. .40 sa w ..p IFA0I I -. S 1 f 1 B B I t I LT I PUMP LP -01 FLOAT t I 110 SWITCH SL L I 1 I M I f 110C I I WET PIT NO.100 I FLOAT I I f SWITCH I I I 1 f W NOTES O PUMP LP -02 I I d SEWER INFLUENT i ( i I f 1. PROVIDE AN INTRINSIC SAFETY BARRIER 1 f f FOR ALL SIGNALS ROUTED TO AND FROM V -♦- WET PITS NO.1 AND NO. 2. I I I SH 1 f I t O LOCATED IN ICP -1. 0 130A( 1 t I I FLOAT I M O LOCATED IN MAIN SERVICE SWITCHBOARD CIL SWITCH 130C "MS". I Z I WET PIT NO.2 1 FLOAT I ( O LOCATED IN MCC. 0 SWITCH I ( I O MOISTURE ALARM Q PUMP LP -03 I A I ` M m 1 Q Z / PUMP LP -04 LT 130 Q [CITY RECORDS NO.: RI DESIGNED BY GY PROJECT ENGINEER GERARDO YNIGUEZ �oQ400SNo RAxE� SEWER LIFT STATION REHABILITATION DRAWING N-03 I� LL 5 DRAWN BY REG NUMBER EXP DATE BAR IS ONE INCH ON ORIGINAL DRAWING �� Q3' ~ `'COWORAT�o �Sr� ''~ CITY OF 4 MG E17017 09/30/13 a:� W No.E"°" "' AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 �' BAKERSFIELD SHEET 29 (� `� CHECKED BY PROJECT NUMBER 3 2 IF NOT ONE INCH ON THIS SHEET, ADJUST ES 60282923 * Q Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 CALjFRoR�F� LIFT STATION P& I D OF SHEETS 111 DATE SEPT. 2013 CADD STANDARDS AECOM S-2520 SCALES ACCORDINGLY ,9r�FUR10,p�o�� F OF CALF www.aecom.com (� REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 7 --8 ;_ z 0 a _J 3 dD O z 0 N N N o I a-0' QC, U O O O1 CD NCD � I o o .n- oC'� � O s o� c I O O '--� J O cc U � d nO I O �o N O 0) N N N 00 N W O C7 CD Q ❑I C r 10 SCHEDULER MODE TIMER KIK HS KIK YIR FY I RYYAR YIR AR YIR YAR AR AR 201A 201 2016 201A 201B 201C 211A 211B 213A 2138 190 197 SCS I I I i I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I WATCHDOG I I I I TIMER I I I I I I I I I I I I I I I KY I I I I I I I 999 I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I i I I I I DO DI DI DI DI DI DI DI DI DI DO YY Y_N Y_N Y_N Y_N Y_N Y_N Y_N Y_N Y_N YY 201 201A 201B 201C 211A 211B 213A 213B 190 197 999 PLC Q S I -CALL READY RUN FAIL I I I I FAN EF -1 CP M FAN EF -1 I rSURGE I SURGE PROTECTIVE DEVICE n I 1 6197 ICP-1 INTRUSION FAN EF -2 i i i FAN SF -1 I I I YALO 999 PLC FAIL NOTES O LOCATED AT ICP -1. <�> LOCATED IN MAIN SERVICE SWITCHBOARD "MS". <�> LOCATED AT THE MCC. O LOCATED AT THE WET WELL HATCH. <�> LOCATED IN WET WELL. ITY RECORDS NO.: SEWER LIFT STATION REHABILITATION N-04 CITY OF SHEET BAKERSFIELD 30 MISCELLANEOUS EQUIPMENT P&I D OF 33 SHEETS S-2520 6 7 6 L01 C a VERIFY SCALES BAR ONE INCH NAL DRAWING ON ORIGINAL I I IF NOT ONE INCH ON THIS SHEET, ADJUSTjCADD SCALES ACCORDINGLY GY GERARDO YNIGUEZ e�FESS/ t�,Q Qs� '� w No. E17017 or * * 'f'� F�RtCp�. ��Q qTF OF CA��F�� AEmlC® AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.oecom.com 6 5 DRAWN BY MG REG NUMBER EXP DATE E17017 09/30/13 4 CHECKED BY ES PROJECT NUMBER 60282923 2 DATE SEPT. 2013 STANDARDS AECOM REV DATE DESCRIPTION APPR 1 1 2 3 4 5 I I I YALO 999 PLC FAIL NOTES O LOCATED AT ICP -1. <�> LOCATED IN MAIN SERVICE SWITCHBOARD "MS". <�> LOCATED AT THE MCC. O LOCATED AT THE WET WELL HATCH. <�> LOCATED IN WET WELL. ITY RECORDS NO.: SEWER LIFT STATION REHABILITATION N-04 CITY OF SHEET BAKERSFIELD 30 MISCELLANEOUS EQUIPMENT P&I D OF 33 SHEETS S-2520 6 7 6 L01 C a U 3 O Z O N Ln N Cn N co C � Ci - 0 Q Uo oQ oN 0 � a Q N 1E O 0 O s _a Cn C 0 6 J O 00 U � 00 �(D s� CD T) M O N O O� N N 00 vi N W C) c0 Q 0— z 1 2 3 4 5 6 7 _8 36" 24" NEMA 4X ENCLOSURE 19 91 �- LED LAMP POWER SUPPLY, CIRCUIT BREAKER I INTRUSION SWITCH AND RECEPTACLE ( NAMEPLATE WITH D I"ICP-1" ENGRAVING i "PLC FAIL" D �� -7 LIGHT ;--- PLC I II 11I OPERATOR —OPERATOR L __j INTERFACE --- RADIO — —' �---�/ SURGE "CONTROL MODE" MINIMUM 5 BENDING RADIUS PROTECTION HAND SWITCH U -BOLT BRACKET (2 REQ'D) UNIT - CN DIALER ANTENNA CABLE I J n I 3 -POINT LOCKABLE HANDLE MOBILE I I YAGI ANTENNA BROADBAND 20' STEEL POLE IROUTER FOLDING SHELF Li FIELD TERMINALS I 1/2"C-#4GND TO GROUND LUG C I I DATA POCKET IN POLE BASE HEX NUT, LEVELING NUT IAND WASHERS C IBOLT COVER IPOLE REAR " BASE PLATE 3" MORTAR SUB -PANEL 1" x 3' ANCHOR BOLTS SWING -OUT SUB -PANEL ••N 4 HINGE -014 0 SECURE TO CONCRETE FINISHED GRADE INSTRUMENT CONTROL PANEL(ICP)LAYOUT (4) PLACES HARDWARESSTN/ NO SCALE - ELECTRICAL CONDUIT(S) TO ICP o PVC -COATED RIGID _ . , GALVANIZED STEEL 644 REBAR VERTICAL REINFORCEMENT TO MCC ,- FLOAT SWITCH INTEGRAL;> vl:� . GROUND ROD B CABLE ` 0 C TE #3 REBAR @ 9" O.C. 3 HORIZONTAL B REINFORCEMENT PROVIDE 1" SST PIPE AND 24"0 SST PIPE BRACKET HARDWARE 4 �n n FLOAT POLE ANTENNA MAST 2 NTS - Z 4" 4 O x3 4" O I\ A AS REQUIRED J_ 31/2"Uj m T y W FLOAT SWITCH 3 0 NO SCALE - _ Q CITY RECORDS NO.: Q) 6 VERIFY SCALES BAR IS ONE INCH DESIGNED BY GY PROJECT ENGINEER GERARDO YNIGUEZ Q(tOFESS/p� YNR Com O� SEWER LIFT STATION REHABILITATION DRAWING I� LL LL 5 4 ON ORIGINAL DRAWING DRAWN BY MG REG NUMBER E17017 EXP DATE t��`Q3'0 � 09/30/13 No. E17017 �.uARhh'S1 � .� 1 AECOM Technical Services, Inc. CITY OF N-05 SHEET CHECKED BY PROJECT NUMBER w �' � � 5001 East t;ommercenter Dr. Suite 100 BAKE RS FIE L D 1 ' �1 I IF NOT ONE INCH ON THIS SHEET, ADJUST ES DATE 60282923 * �! CADD STANDARDS ,9T F�R1�,p� Bakersfield, California 93309 ✓�"`�tY++"'� T 661.325.7253 F 661.395.0359 �! INSTRUMENTATION DETAILS 1 OF 33 SHEETS REV DATE DESCRIPTION APPR SCALES ACCORDINGLY SEPT. 2013 AECOM FpF CA1-�F� ��Q www.aecom.com IF,OR 5-2520 8' , Li 1 2 3 4 _ 5 n q 0 E z 0 0 0 0 J O U � d 00 O � O I O C) �o N O O� N N oo (n N L.J �Q / R = 05' 20* R = 05* 15' R= 05Standard curb return radius Exporsion (t5mm) (5anm) (1�) (gym) 90' shall be 20' (6.1m) min. Joint akaned 6.0' 24' 1101 0.5" Rad 0 2.+Ct 0.2.�m on le�Gd streets recd 30' Plane 6�- 24- 50' 40' 50' 4.0' (9.1m) mi. on ail artte ws 15+») (0 60) 1�� 0 t, rt 0 10m)- (0- 0.3n 010M and collectors or foods at Guth i j� j' •�.,y'` (Q 15m) (p.6m) c, T)Picd d htersections with ort$ ' or CaUectar5 t>M' as akected 4 " 15rrrnm ,� �," a 'Aft' dam; g by the City £ngizeer. x ===T �` k '"- ° .. = d Lang. cs .,. •`? Gutter a e . #d sa s e• a, �Q '� #4 Rebar #d ff * tX�i;ter ° a d . a ° 15 4 > m Max _ •. �. between , foists T %'P�G rsA T )� t E 'rG3p )' d i t *ci 0 4 .. cs a.. a� .� `- Rent --of woy R - 05` R �` ! ' O # < 10 025m Rant rs 5 R 05'{ 20 61m x 20 6 tm chamfer " { ) 24' E�0' 0.2 len ' { � ' ( � { at 4.0' (1. s, ,ten r' ' __TA,� � w,/exception for s97af locations see Std T-33: `" R = 05' d 4 �.,. set t:t P.C. and d Mortar � (I&nm) ` ° . a ' 3' (0, 91m) Alyn. n Cumbitat n Si&e-*W* r Erle < � �.. .• 0 future 5 0' (1.5m) Asir a " "e ' ' _ °* ` a .. ), TYPE W- 1 MEDIAN Ct /R skinolized 2 0' " ". R .. w 4 , . ,c, YPE M MEDIAN Cil 1tA� .",� intersection (0.6m) 11:i T6% max A 2T 12' *GUTTER -$ , 742 . 917 (0 JW #Gutter only allowed where aPP/aced by City £n N0 TES` 0.- 24' I Ofim �= 1. All wok she# conform to the 50 4.0*4.0" (� rcr�fe sections of the 0 tarn 0.1Gtn , 'Standrrd Specifcotiorrs, State of Cafifomig Deportment (100mm) d TYPE „D" of Transportation, approwd current edition, and the , fallowing general notes• d. . ' 4.5' (1.4m) Mhk num on all locol streets 55'(1.7m) A/anrmum on all arterials, collectors, schools, 2 Subpodt preparation shad be constructed true to `. > hospitals, ktdustriol> directed by the •Z ;? , Comrnerciaf, or as `�� - Cit En ems: NO TES: grade and sect' h cam tion of 90 to a a y 9n moth of 05' (d 15-d subgi 4< t. All work shall corpform to the licabte sections of 10 Weakened ane is or cold ' ', 04/ be constructed � 18rm Ali owin on meanderir sidewalk �P p/ pin torn ti a:�, 1 �� ) 9 the 'Standard ecifieohbn4 State of Colifarn15'(4.6m) -" L�e"ariment at anterwls Exparrsitan s s4nb_ 3. Concrete shall Class 'S" of Trw*ortatr`on , approved current edition, and the side of structures and at ends of (65rrmm) to 5.5 � 014m � .� • followurg genera notes - _ 01 0 TES. 11 Type 18' curb and gutter rS required on all t)pes of I . R » :� 4 luxrnberr f Shall be side t aC -s "Am, 1. All work s'hdl conform to the tions of 8..9dewolks sholl be scored to a minimum depth of 0.125 2. Subgrade preparotio n for . Type A , " , and C curbs streets unless another- is eVresdy permitted by the next to the c t than 1. 4tkInc -� { ';'tana4 viol hers shall be canstrtrcted true to �, . r the specikatkrns entitled gutters grade and cross City fngire . ifrcat' s, (5mm) unless otherwise directed by the City Engineer. section with compaction of 90X to a nth of 6.0 (0 15rrn) thiol after being aced State of Calif artotr` TYPE -� ME f . N Ct1R8 - � ' ' Maw the sub ode veal carr g �' 12 T A curb and tier lis ermtt only where ) apP� New sidewalk CanstrtJCtrrXn in blocks with existing �' p �` .� Top and face s1noN be troweled smooth, then girswr a (ff�iRAlfO sidewalk shall ctnnbrrm in dxrrerrsiAn and location to c�pi•oved or required by the City i nginw %nal fine bosh famish 3 Concrete for curb and gutter shalt be class 18' 2 Subg ade preparation shat! be constructed true to those kr place, or as drected by the City £ngiteff. and shall be within 2.5" (8mm) to 5 5' (014m) slump, 13. T e 'C' curb may be permitted b the Cit En xneer � and cross section, with compaction of 90X to a yp Y P y y 9 6. Mere exArtinq curbs erre to be rgatacerf new JOINTS: 0 f5rm depth of 05' { � 10. Existing be B sidewalk shall sawcut and removed at only ij 1loMe Biome Parks; and R -S -2.5A (Resdmt construction shark snatch existing construction unless 4 Timber forms shall be surfaced on the on the side placed Suburbo n Two -And -One -Half Acre M44knum Lot Size) Borns(a) farmed Curbs• E,rpe nsiarn ,pmts shofl be constructed the fwsst scorkrg lire at or beyond the planned joint, otherwise epprov+4ttd by the City Engineer 'A' B next to the concrete and stroll not be less than 1.5' (4A7nm) every 30' (9.1m) with weakened plane j*ts at 15' (4.Sm). 3. Concrete she# be Class and shelf hove a slump thick after being surfaces: 14 Permit for curb and gutter construction ska8 occan between 2.5' (65mm) and 5.5' (14amm). The surface 11. A permit for sidewalk construction and reconstfuction p°n1' T. Corporate cunta>kr no ivy unless prior approval ) (b Extruded Curbs: Weadkened be � plane jwNs sholl oral be finished to grade and cross sector with a goat, nmoll accompany actual work. actual work is obtained 1�an the City Engineer from ince 5 Top and face shall be troweled smooth, then given a constructed at 15 (4.6m) irterv�s troweled smooth, and fun4W with a brroom. O final free brush finish.N 15 Hhetn constructing new curb and gutter, the existing R Concrete shelf be cured with a mite pigmented curing 12 Any mnornce in finish, color, or materia!, tram standard t+ement shall be sowcut a minknurn of 20' aft Rom p� pl*g, (c) Two ,�4 longitudhd rebas shall be placed between 4. Concrete shell contain no oddities unless rrvr owl well ire yowl from the adasar a c 6. inhere existrn rxrrtp and Iters ore to be r laced, new � 2.0'(aft) compound cum to section 90-7.O1B of the P ' rte' �' y � �` g the % of the gutter or as diected by the City Engineer: the curd and the nose section. Bars shaff have a 20 is obtained from the City £nganeer: QO � Standard .Srpe+dfcatkas construction shall match existing construction unless otherwise (50mm) minimum vertical clearance and sholf be embedded f.3. Transitions n sidewolk types must be gnprored by .I directed by the City Engineers. 20' (06rn) into the curb and now section. 5. Concrete shall be cured with a white- ' ter! curia the Cit £n ' 9. Existing sections of crnitr sha8 be sawcut at the limits p� g y g o c P a g t Section 9th -7.018 of the T. Concrete shall contakt no additives unless prior approval of the area to be reconstructed` Standard FILENAME.- ST-IREV sr r=1 Er AME: Sir-OREV is obtained from the City Engineer CASE 6/2/06/2/N 10. Type 'fit -t' and 'xt 2' ma& n curb only allowed a/s/ S Weakened P1c�e tents shag be installed at 1 §' 4 firSTANDARD as directed by the City Engines STANDARD ( ) 8. Concrete steal be cured with a white anted Currn oeAwet peAMM pigrm g STANDARD N D A � D °�"'"" S TA N D A R Q V �, J� irte�els and exparsiai �n,»ts at 60' �18.�rin) �ntr�als ,� compound cvmpl}4rrg to section -7.018 of the sterrdtwd CURBS & GUTTER CW.CKM1t. Alediarr curb to be constructed with farms or be MEDIAN CURBS a�� sxw Expansion prints shalt be located each s� of a structure � (� specifications TYPES �A" M. SHAW M. SHAW cantrdted haitantdly and verticdty wi7h stranr�ine. TYPE M and at the end of curt returns COMBINATION � WAa „ ,. ,� N.T.S. M--1 & M--2 N.T.S. SIDEWALK N.T.s 9. Existing sections of curb and gutter short be sawcut at steer rw Na g gu sr�ne:r i+a. �aovm T. E�wrtsiorn pant f4ler material sisal carrsist of +�v ` °"� the limits of the area to be rereounstrvctea' r CRY W Bu�KER�3�iEi�D �T,.,,. � CITY OF 8 ST -2 pre famed strfps of a eluates es4ient compound CRY OF: ST- 8CAUFOFHA r Z � CALFOFHA CALFORWA O ` R PUSUC WORKS CITY Pusc.tc WORKS DEPARTMENT 07Y � r�uc WORKS r�,r;R>rMI=NT DEPARTMENT � I` A m Z �i • 1 o� � �I CITY RECORDS NO.: VERIFY SCALES DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST QRpfESS/p >3 A x , K SEWER LIFT STATION REHABILITATION DRAWING 'I� j © BAR IS ONE INCH ON ORIGINAL DRAWING `� Z � 0��''0tia��earFJh'�s': r CITY OF r D -Q1 LL 0 DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31 /14 SHEET 4 I W �, �� rr� cc Ar* AECOM Technical Services, Inc.Uj 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 p U C BAKERSFIELD �s STANDARD DETAILS �` UJ CHECKED BY JTN PROJECT NUMBER 60282923 2 IF NOT ONE INCH ON THIS SHEET, ADJUST C' / �.�� T 661.325.7253 F 661.395.0359 �,L ' k, , 2, OF 33 SHEETS '' 1 Al DATE SEPT. 2013 CADD STANDARDS,y�, AECOM 5-2520 SCALES ACCORDINGLY f �F Cp��F� www.aecom.com If 1 W 1 �� REV DATE DESCRIPTION APPR 1 2 3 4 -- 5 6 - --- �- -- -- --- --� ------------ 8 IC V in 'J O U � V' � O 1 O CD N O 07 N N covi N W CD �Q a � a� C) 05 o m m� � O j cn 05 0X 0X 2 3 4 5 6 - 7T- Ma 'A' PorUartdd G +tt cm eld. caw and file to match Sowaxrt ediamt pavement Existing Po/tia id Gement '40 &fl�- - • . 6. i d f' crete 4• A .lar• a (75mm) b a * a as - Ashpa ltic Faint Qifna�' 0 �" P a i P �t • Plc l ::J t .. ' k - ! Y7� .! f J •., #� P - R AR P .. Select Aktawhd (if r ) f-rPdlk Paint Bna er ,,:--- Existing Aghpa It mete Paraamer*tt �ti •- RSI• Powme nt 8&*t / compacted to 95x raslo'tilHs cmnpactim in foodrray areas frrumm JO' (A 9m) be)and bad of rxnb, exdudbg ail but Me, outer 1.0' (O kn) of the medic arm and 17 ad#e)% within ....... the existing, octVta d roo&vy iWoas nawtts. Bock N compacted to 90x rale ire compaction in a# other oneasv k� Boam/ in pave act to 9t?X raaktti bort. Ba>ckNr mat wrihkt the po zone to anrm to MNWA lb . 1. Sadat for RW PO BackAl materiad within the poe zone shall be free of deklerAus mot&W and she# hone a Sand [quikVent of not 2tt nd shadrxartfwn to the Morino o - 'k r M. r.•. r Ibis "f a d di & . n3 &1 -o ex ' e foof (t. WOO. �rri s; err � eously on e Pipe in such 0 mann ars not to d=V or on its allnineat and grafi Each rvyer &W be thoroughly cump- arcted by mechanical tanmping. B60fil material shad be prawly compacted to slrarfaglne ar to proceedng. 2 Baazti& for Nex&e Poe Pyre and fttktgs shad# be insta l ed 16 occaa dmce with the cuffernt ASTM spec&olim D -2J21. Only Gass r and r! aarrrbednett materials within the po zone wN be considered suflablIz i>Ifi'thin the poe zone w ataar floo&g and letting shad not be used for ba ckfN compaction for flexible pipe The berg and hounchng shae# be hand pined to the Sprng Me of the poe and prgmdy empacted For sewer mains, Glass # bedding is teWired for Mking and haundning. ewe shaft be taken not to di docarte the po. The remaining backim in the pjre zone shalt be hand placed end a:ormpocted in lifts not to exceed 6.0' (Q 15m) thickness 8axtikf'# mats sita�i be properfy a mpancted to Vri nghhe prior to proceeding: .3. flodfN malerd aabow the poe rune shad be free of de#eta nous materia' and krmps or stones exceedkrg 4.0" (75mm) in greatest dknensim and stroll be placed h not to exceed one foot (f.0' loose) (0, n) laws and each #a}+sr shall be thoroughly compacted by mecbanied tarrtpktg. VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY DSC notes 1, 2 and J. � �+ for uNitres , construction rea�tir is as pear the PWc Ul4ilim ' issiort Qnetd Ar&s MNWA lb . 1. Sadat for RW PO BackAl materiad within the poe zone shall be free of deklerAus mot&W and she# hone a Sand [quikVent of not 2tt nd shadrxartfwn to the Morino o - 'k r M. r.•. r Ibis "f a d di & . n3 &1 -o ex ' e foof (t. WOO. �rri s; err � eously on e Pipe in such 0 mann ars not to d=V or on its allnineat and grafi Each rvyer &W be thoroughly cump- arcted by mechanical tanmping. B60fil material shad be prawly compacted to slrarfaglne ar to proceedng. 2 Baazti& for Nex&e Poe Pyre and fttktgs shad# be insta l ed 16 occaa dmce with the cuffernt ASTM spec&olim D -2J21. Only Gass r and r! aarrrbednett materials within the po zone wN be considered suflablIz i>Ifi'thin the poe zone w ataar floo&g and letting shad not be used for ba ckfN compaction for flexible pipe The berg and hounchng shae# be hand pined to the Sprng Me of the poe and prgmdy empacted For sewer mains, Glass # bedding is teWired for Mking and haundning. ewe shaft be taken not to di docarte the po. The remaining backim in the pjre zone shalt be hand placed end a:ormpocted in lifts not to exceed 6.0' (Q 15m) thickness 8axtikf'# mats sita�i be properfy a mpancted to Vri nghhe prior to proceeding: .3. flodfN malerd aabow the poe rune shad be free of de#eta nous materia' and krmps or stones exceedkrg 4.0" (75mm) in greatest dknensim and stroll be placed h not to exceed one foot (f.0' loose) (0, n) laws and each #a}+sr shall be thoroughly compacted by mecbanied tarrtpktg. MM crier VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY DSC PROJECT ENGINEER DANIEL S. CRONQUIST street`s Traffic Index (lel) See T<aG#e '8' bdow DRAWN BY DTG REG NUMBER EXP DATE 73077 12/31/14 Zone CHECKED BY JTN PROJECT NUMBER 60282923 tE"PTrf SII 3.0-5.0 DATE SEPT. 2013 CADD STANDARDS AECOM DATE DESCRIPTION APPR MM crier PIPE +� gvth Kries afependng on the street`s Traffic Index (lel) See T<aG#e '8' bdow CLASS r BEDDING Str -t r Zone 1.0(0.3m) or less1.0' TIRAfRC #M tE"PTrf SII 3.0-5.0 t2 (Un) 55-6.5 1.5' (a4-%) 7.0 - 80 2.0' (a 6m) 85 OR MORE 2.5' (0 4%) both sides 2.0'(fJ Sm) air macre - Backrldl compacted to 9OX 1.0'(03m) wider relative compaction heath sides zone shag be 1.0' (A -in) 05ow tarp of or the outs#de dk meta of pkin end p pe. 5or conduit 4� ring of ba *& moteriaai gi accordance with the �f11° t re Standard -cfwiftcotka4 ra�-ASTA(�1it55 , herbed 'C') for trench width greater utast 1.0' (0..3nj If trench width is less than 1.0'(03"), bodertlf with 2 sfurry 5. Compaction tests wail be required and sha# be the rapons- atni'ity of the D&Wgraer / Sub order / Contractor The rtrnaber end location of the tests shah be detal mi)ed by the t r`ty fngneer. Me tests shear# be kt accordance with the tests `listen+ in Section 6-3.01 of the Starter s or T, Alelhod C 6. Each of bockrdl materiel hat# meet sand ami t and grandotion ram a the nem 7. For pow went patches within panned am see standard drowing ST -12 in this des* mood. TABLE "A YJ The follaawinq shard gg& g&for trench widths. PIPE WIDTH IN GREATEST TAMPING CLASS r BEDDING DIMENSION OR SLURRY 1.0(0.3m) or less1.0' o 3m) wider 4.0 (T: mm wider bath sides ,heath sides 1.0'(0.3mj up t.0'(t? 3m i wider 6.0* (0.15m) wider to 2.0` t? ON both sides both sides 2.0'(fJ Sm) air macre 1.5'(0. 45m) winder 1.0'(03m) wider heath sides both sides iROr M1 Com Z � No. 73077 r+ AECOM Technical Services, Inc. � 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 \' �P T 661.325.7253 F 661.395.0359 r ''" " ��FO CA 411) www.aecom.com 0 SHM Na ST --13 CITY OF BAKERSFIELD STANDARD CURB & CUTTER L T 1 T NOTES: 1 Powement shall be T$w 18' a tilt conaarete meetng the is Of $X6M ,39 of the 'State of colif=io, 1ltipartmasrat of Trl gxrtatim, Ste»chard 4w df v6bns ; atpproved agent edtw, tnJ & offiawn hired by the City £ngb o r: 2 Affegate base sem+ be Obss 9 ayegate base conf+arrmktg to Section 26 of the stated 4wirkotions. I Structural sections for a# streets shill be de signed using traffic indexes h at mdwee dth the prokWans of section ,JLC of the isian and Eng0eening o t Soil lost data used in the do* calculation shad! be &WOW by p sa tasting labonartaxy r4wf to be signed and seded by ar !rid engixw. 5 Mkimum A.C. thicknm is to be a2' 64»m) Type '8" A(kkwm Agg, Base is to be 0.4' (0,12m) 6, A safety factor of tit shank be qq#ied in powment c dcrtdo#ions. ... v++niy P r.Prry T 8 A compaction of 90,E shad be obtaiW far a minim of 6.0' (d 1. n)Wbill, the Gradng Pk»e. DVM 7' shall be in contorrmeow with the fobvbg taaBJc Traffic kl*X or 30 - 5.0 t J' (0i4tm) 55-6,5 t5' (0.46m) 70 - 80 2o' (06M) 85 or more 25' (0.7%) 9. for A:pVt PoWng hlote4 see Standwrd 46ecid Fr mutons located h the 94►&w&No n De* itanatad FRENAME. ST-14REV 1 1 t CITY RECORDS NO.: DRAWING SEWER LIFT STATION REHABILITATION D-02 STANDARD DETAILS SHEET 33 OF 33 SHEETS S-2520 CI =1