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HomeMy WebLinkAbout6.2-621CONSTRUCTION NOTES: 1 THE CONTRACTOR SHALL CONTACT LOCATOR SERVICE AT 1-800-642-244 A; HOURS PRIOR TO A EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. CONTRACTOR2. THE MUST POSSESS A STATE CALIFORNIA CLASS "A" CONTRACTORS Ar PERFORM r' R r' CONTAINED WITHIN THESE PLANS A , SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUSWASTE,AS DEFINED 25117 OF THE "HEALTH AND SAFETY O SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING. EXCAVATION A AREA A SUSPECTED HAZARDOUS A ~' A SUSPENDED r AUTHORIZES RESUMED. 4. THE CONTRACTOR rAr SHALL FURNISH PUMPS r A PREROTATION BASINS A PROVIDED BY FLO-SYSTEMS, INC. FLO-SYSTEMS, INC. CONTACTr AMIR (94 9) 266-7460. WILL PROVIDE ALL SHOP DRAWINGS AND INSTALLATION REQUIREMENTS A i SPECIFICATIONS ,rr PUMPS PREROTATION BA NO SUBSTITUTIONS FOR PUMPS OR PREROTATION BASINS WILL BE ALLOWED. I WWI: Ig Ll MEN LT4 t ma m a O. BRASS A r IN CONCRETEA INTERSECTION a SAN VICENTE it NAVD 88 AS DETERMINED OP EPOCH BEARING BASIS NORTH AMERICAN DA !s(NAD83) CITY OF = AKERSFIELD DEPARTMENT OF PUBLIC WORKS 1 IL in � r • I =Lli THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -1 CURBS & GUTTERS TYPES "A", "B", & "C" SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS ST -4 COMMERCIAL DRIVE APPROACH TYPE "B" SW -11 PUMPING STATION THRUST BLOCKS ST -11 PAVEMENT PATCHES W-8 STANDARD SERVICE CONNECTION - 3/4" TO 2" ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SW -4 MANHOLE TYPE "B" W-12 VALVE BOX DETAIL 1111MCOM31 A #! i . # IF Y -1111M FL FLOWLINE ELEV. ELEVA11ON TC 1• OF CURB SHEET 2 MONITORSTATE STREET SEWER : FORCEMAIN R/W RIGHT OF WAY FG FINISHED GRADE SHEET4 PUBLIC U11LITY EASEMENT !.D. OUTSIDE DIAMETER D.I.# SHEET6 INSIDEDIAMETER DIP i IRONPIPE A rr PLAN DEMOLITION * BYPASS MATCH RCP REINFORCED CONCRETE PIPE SCH. SCHEDULE C.M.LC. CEMENT MORTAR LINED & COATED TOB TOP OF #! ELEVA11ON T!M TOP OF ! E RIGHT-OF-WAY OR PROPERTY EINE f; �--5 EXIST. SEWER WITH MANHOLE w EXIST. WATER T LIP x — �% _ _ - _ _ _ _ EXIST CURB 1. GUTTER x �FLOWLINE °H CONSTRUCT # CONSTRUCT FORCEMAIN CONSTRUCT TO SERVICE GENERATOR CONSTRUCT BLOCK WALL DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN O EXIST, MONUMENT ��, FINISHED GRADE 2 FINISHED GRADE SLOPE SECTIQi SECTION LETTER • TELEPHONE EXIST. FENCE OVERHEAD POWER POLE & GUY WIRE OF CALIFORNIA LIST OF DRAWINGS all 1.114 *1 Oul I APPROVAL RECOMMENDED: SHEET 1 TITLE SHEET SHEET 2 MONITORSTATE STREET SEWER : FORCEMAIN 3 MONITORSHEET STREET SEWER FORCEMAIN CONT. SHEET4 STATION SEWER a FORCEMAIN r SHEET5 SITE & GRADING PLANS SHEET6 LIFT STATION DETAILS ,r.ASSISTANT SHEET 7 A rr PLAN DEMOLITION * BYPASS DATE k SHEET8 MISCELLANEOUS DETAILS RECORD DRAWINk/CERTIFICATION MISCELLANEOUS DETAILS SHEET 10 CITY STANDARDS SHEET 11 CITY STANDARDS D 12 r A & ONE -LINE DIAGRAM A r A ELECTRICALSHEET SHEET 13 ELECTRICAL DETAILS SHEET 14 ELECTRICAL DETAILS CONTINUED DnSIGNIENGINEERING DIVISION DATE e i.. r PPROVED File Name: COB1 5003TS1.DWG CITY RECORDS NO.: ------------- r 11OFBA "' � e e 1 SEWER LIFT STATION AT OF Civil Engineering, Inc. MONITOR STREET & WHITE LANE 14 !S. Montclair04 Bakersfield,s! Phone 6 "• i f f 1 FAX 661-836-9761 PRINT DATE: 2/17/17 all 1.114 *1 Oul I APPROVAL RECOMMENDED: ,r.ASSISTANT PUBLICr DIRECTOR DATE k RECORD DRAWINk/CERTIFICATION E DnSIGNIENGINEERING DIVISION DATE 6.2-621 i.. ' ` !1410 fi . File Name: COB1 5003TS1.DWG CITY RECORDS NO.: ------------- r 11OFBA "' � e e 1 SEWER LIFT STATION AT OF Civil Engineering, Inc. MONITOR STREET & WHITE LANE 14 !S. Montclair04 Bakersfield,s! Phone 6 "• i f f 1 FAX 661-836-9761 PRINT DATE: 2/17/17 8 is / j !f J� � I j l �, �` EXIST. R/W m m LJ -w w w w w w w w w w w -w ui - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - :_ -, - a - - — - - - - - - - - - - - - - - - - - - - - -- — — — — — ---- — — — — — — — — — — — — — — — — 7/,r - — — — — — — — ----- — — — — — — — — — — — — — — — — — 7// -- — — — — — — — — — — — — — — 7// -- — — — — — — — — — — — — 11177 — — — — — — — — — -- — — — — — — — — — — — — — —7/ — — — — — — — — — — — — — — — / STA. 3-05.18 N. -S. M4 —/w W I STA. 10+00.00 E. :z G— G G— —G— —G ----G G G G —Uj Q STA. 4+09.14 N. -S. INTERSECTION MONITOR STREET STA. 10+00.00, 13.961-T. E. --W, STREET & SAN VICENTE DRIVE cr- w cr- STA. 6+85.00 & CONSTRUCTION CONSTRUCT 72" PVC LINED DROP MH NO. i Xw- u.i 3 V) UJ oi !V1 co �l �o 5 6 NO*J7'10"E cn C*4 U.J C'4 CENTER STA. 3+95.18, 28.75RT. N. -S. 8 06 w 00 c'q 't T- �g CONSTRUCT 6" PRESSURE CLEANOUT I-- ui 6 U.1 w t m - cn UJ M (n + CONSTRUCT CURB, GUTTER, & X + r WITH REDUCER & PLUG VALVE rH-"`\ SAWCUT, REMOVE, & REPLACE EXIST. co W NO 110► SIDEWALK IN FRONT OF PROPERTY STA. 4+03.16, 30.06RT. N. -S. PAVEMENT PER CITY STD. ST -11 Wc %4 C4 SEE PLAN a- V) (n c� cn P.I. FORCEMAIN, CONSTRUCT CONSTRUCT 15" SDR w 12- 45* ELBOW WITH 12" WYE 35 PVC SEWER CN ABANDON AND FILL EXIST. 24" SEWER:1 wi -u-) WITH CLSM TO THE LIMITS SHOWN EXIST. LIP TA. 4+09.14, 30.06RT. N. -S. X*J7'10T 460.11, c/) I EXIST. 24:�f-%VCP SEWER - — — — — — — — its — — — — — — — — — — — — NO -1 --Z7 - s TX : :1 - — — — — — — — — — — —21 — — — I — — — — — — — - /-Z/ j 4 ISTRU — — — — — — — T T cl) EXIST. P - — — — — — — 7\ \--wot — , CT -f2'f-C9CO N6- T. E EXIST. GUTTER FA L\L (GREEN} FORCEMAIN X ----- — _l 3.94' L -y-A ----- ...... .... x -x x X X r -T— \—EXIST. BW T, -T T— — "k- , - -- --.77i F Ho EXIST. �;AINJ EXIST. R/W LINK FENCE EXIST. DRIVE APPROACHES CONSTRUCT 24" SEWER & SLIDE GATES, MAINTAIN SEWER v SEE PLAN A I I ACCESS TO PROPERTY CONSTRUCT 12 FORCEMAIN I T �`` SEE PLAN rA' �� � � ► 4 I T I CONSTRUCT NEW SEWER LIFT STATION SEE PLAN 1 ° 0 6 I T I CONSTRUCT NEW SEWER LIFT STATION SITE I T I SEE PLAN,/ A i 5 i � I 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 PROFILE - MONITOR STREET B 6.2-621 SEWER & FORCEMAIN 2 To 11 12 13 14 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 El on IT— o(o co M co o < co co (o Z C12 H •c— a) co co CD Go w 0 • > cn At co co wm co o00 2(o lcfj Q) r - CD 0 n co C\l ri c- 0 d z co co N coCD 14 8 6 0 51 w vmoorr z 00 z (.) 45 C'15: C) (3) 7�6 (L M T 0 SHEET NO. 2 OF 14 z w Z w c) < CC 0 w z W u - u- 0 06 Cc w < 06 w 3� < CO H 0 rr (f) w W rr CC w 00 Z- 0 2 SHEET NO. 2 OF 14 0 Li >- ui Ld V) -j 00 cs LLJ 0- 0) rn a_ 46 cr to :z (o UJ C> c C> I-- C.) c C) C) te) LLJ V . T- C> + C-) C) uJ c> w + C) R5 w o C) + V) Q CONSTRUCTION 111 �—NOTE: EXIST. 4" SEWER, UNKNOWN ALIGNMENT OR PURPOSE PLAN -LIFT STATION A 5 0 10 20 SEWER & FORCEMAIN 4 10 2.5 SCALE: 1"=10' l'o 1'l 1'2 1 14 378 376 EXIST. GRAD 374 qOVER-'SEWER 372 370 368 366 10 S=0.00% - K. oat 40 0 4* w Z wuj uj V) -j co V) Tit w > uJ =-' wa_ Z I _j CL Lu a- Old 2 ckL to co LJL (f) 00 w C) cm 06 Cc w < 06 CE + to + W m u- W LL 0 >; V) tnw cc W u C-) V) z 0 Ei co FINISHED GR CY5 CY) OVER SE Lu co -i r— Q0 css CV co ui Lu LL S=0.00% - PROFILE -LIFT ("B""� STATION FORCEMAIN 4 SCALES HORIZONTAL: 1"=20' VERTICAL: 1"=4' 378 376 374 372 370 368 366 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 1 STATION SEWER SCALES HORIZONTAL: 1"=201 VERTICAL: 1 "=4' 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 6.2-621 t" * K. oat 40 0 4* w Z w w LLJ Z 00 c\j 0 LJL (f) Lij rr 06 Cc w < 06 CE V < W m u- W LL 0 -i c/) cc W co ry- LA- z 0 0 w PROFILE -LIFT ("B""� STATION FORCEMAIN 4 SCALES HORIZONTAL: 1"=20' VERTICAL: 1"=4' 378 376 374 372 370 368 366 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 1 STATION SEWER SCALES HORIZONTAL: 1"=201 VERTICAL: 1 "=4' 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 6.2-621 t" * K. oat 0 w Z w w LLJ Z 00 c\j 0 LJL (f) Lij rr 06 Cc w < 06 CE V < W m u- • 4 Q, 0 z 9 tr cq co (1) cy> C> I - w ii c L6 C> rr Z Um — 6 0 zC) 0 c) (1) a- M < u- r") SHEET NO. (�6 OF 14 z w Z w w LLJ Z 0 LJL (f) 06 Cc w < 06 CE V < W m u- W LL 0 -i c/) cc W co ry- LA- z 0 0 w 0 LL -i SHEET NO. (�6 OF 14 W W i CONSTRUCT 1" WATER SERVICE --CONSTRUCT 1" WATERLINE _ _�,T.r _ �e SAWCUT BACK EXIST. E.P. AND - CONSTRUCT TYPE "B" CURB & I GUTTER AND 11' SIDEWALK I SEE DETAILS ST -1 ST— I an A 4n CONSTRUCT « DOUBLE GATE REDWOOD SLATS SEE DETAILAM CONSTRUCT .WDE-------- DRIVE APPROACH iP•i a DETAILSEE rr } CONSTRUCT 3' DRIVE APPROACH � CONSTRUCT FENCE X— IF NECESSARY} CONSTIlUCT RETAINING CIJfIB AT EDS OF NIM!►ALK �O t F M .7. TYPE B PASSAGEWAY RETAINING CURB IF NECESSARY FOLOWLINE _- ----- ---^ -- -I_ iT 1.5% Max SEE NOTE 7 SECTION A—A .� CURB RAMP SEE NOTE � x TYPE ;C PASSAGEWAY �+' NEAR PASSAGEWAY "FACE of n Typ RAISED ISLAND T - RETAINING CURB §99T12N Dzj 2015 TO ACCOMPANY PLANS DATED NOTES: ISLANDRAISED SLOPE PASSAGEWAY 2. For details of detectable warning surfaces, arae Revised TO DRAIN 1.5% Max 3. 1Aherisland length is greater than or equal SEE NOTE 3 1 So CURB RAMP 7 NOTE - 3wm: 1 aiU!"`f li shall extend +tire full width and Si d6 of length � ��ide ble warning surface SEE NOTE 3— '�k'.DETECTABLE PF 01 F— 4. Transitions from rainpe to Mxaltul, be Flush (no iip) and free of gutters a�'atre�ets shall WARNING 5. Utility pull bixtes, monhdlees, vaults and all Bather utility facilities the boundaries the be < NOTE 2 or in conjunction with, Cus'b ramp construction. • e# G. Detectable warning awface may have +o be oast +a allow removal of utility covers while maintaining full detectable warning width and depth. Min I. For additional curb romp Mails, see Revised Standard LL Plan RSP ASSA. < Cc LjL 0 I Cr C/) U W �: cr 0 a/`. RAISED ISLANDSEE �__ R TYPE PASSAGEWAY RAISED ISLAND iSEE NOTE 3 0 DETECTABLE WARNING CURB W 6RT 'WMAC SEE * .� CURB RAMP SEE NOTE � x TYPE ;C PASSAGEWAY �+' NEAR PASSAGEWAY "FACE of n Typ RAISED ISLAND T - RETAINING CURB §99T12N Dzj 2015 TO ACCOMPANY PLANS DATED NOTES: 1. S walik raarp and pas ay thickness, "T", shall be �� "min%n. 2. For details of detectable warning surfaces, arae Revised Standard Plan RSP ASSA. 3. 1Aherisland length is greater than or equal to 6 -O , but leans that B -0"each det le warning surface shall extend +ria full width and 2'r -d" depth of +tom ren length. art land passa length is or water truer or equal to $`} li to tramit +h +he < Z aiU!"`f li shall extend +tire full width and Si d6 of length � ��ide ble warning surface M rte 4 01 F— 4. Transitions from rainpe to Mxaltul, be Flush (no iip) and free of gutters a�'atre�ets shall 5. Utility pull bixtes, monhdlees, vaults and all Bather utility facilities the boundaries the be < within of curb roM will relocated or adjusted+o grade by +he prior +a, or in conjunction with, Cus'b ramp construction. • e# G. Detectable warning awface may have +o be oast +a allow removal of utility covers while maintaining full detectable warning width and depth. I. For additional curb romp Mails, see Revised Standard LL Plan RSP ASSA. < Cc STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AN ISLAND PASSAGEWAY DETAIL. IO SCALE RSP DATED JULY 3 2015 SUPERSEDES RSP A888 DATED MAM 21 2ik14 AND JULY ARSB DATED .Y 14 2013 STA PLAN A968 DATED MAY �+It, X 1 PACE 122 OP TME STANDARD PLANS W% DATED 2010. REVISED STANDARD PLAN RSP A 9B i'l 1'2 1'3 1'4 1'5 1'6 1'7 118 1 6.2-621 CCf C7 co N W 0 rr v 0 U it C 0 Ir 0 O Z N cr Cq v m o t- Q2 W Li: C) tics Cc co vm o© o 0 z 0 CL 0 Q u.. o SHEEP NO. 9 OF 14 1 W < Z W < LL (JO 01 F— �: CC < • e# 00 LL W < Cc LjL 0 I Cr C/) U W �: cr 0 a/`. W cl) �__ z 0 C/) 5 SHEEP NO. 9 OF 14 249_2„ 16'-2" CLEAR* rr 1 \ 6" CURB -7 / HINGES i 44 1 1 } }THIS SIDE 1 t 1 1 1 oO b � _� 2'-4" / 4 1- 8r *NOTE: CONTRACTOR SHALL 12" 6' CLEAR 12" CENTER CLEAR OPENING OVER UMPS AND ENSURE CLEARANCE a V -1c HINGES I THIS SIDE I 1%] HINGES THIS SIDE 9° CHAMFER, TYP�/ 2-#4's TOP FACE a #5 0 6° EACH WAY, 2-#6's BOTTOM FACE CENTERED IN SLAB PLAN - CONCRETE REINFORCING FOR DECK SCALE: 1/4"=1'-0" m #5 0 6" EACH WAY, CENTERED IN SLAB f FINISHED GRADE --\ o-' I o- 1a- �, I i I c,• EL. 373.75 DOWEL AND EPDXY #5 REBAR INTO WET WELL 0 12" ON CENTER ■E oil pm SQUARE OR ROUND i� N CONSTRUCT REINFORCED I CONCRETE DECK 15 U r SEE DETAIL A, o-• - - - - - - - - - - - t I 1 I I __7 � 30 21 W7 I t 1 I I D 8" I 8" } I I 33 6 13 14 6 j 10 6" CURB �� \� 8" / I 8" 31 32 �\ J _ �� _ 34_ SLOPE WET WELL PAD TO DRAIN INTO WET WELL + + 1 2 (I ( 24 G1C W AIR VENT, TYP. Q SEE DETAIL B " ca 8 8 PVC FOR FOUL AIR DISCHARGE y�y PLAN - LIFT STATION SCALE: 1/4"=V-0" PVC CONDUIT FOR -----_ ALL WIRE CABLES C3-1�__n t CONDITIONS 9 18¢ y: 2 6" CURB 6 " 8 l EPDXY COAT OR INSTALL PVC CONTINUOUS` 8" LINING ON UNDERSIDE OF DECK i 20 pj� I TOTAL DYNAMIC LIFT: 50 FEET HIDROSTAL SUBMERSIBLE PUMP NTH MOTOR LEAD AND LIFTING CHAIN. I asx,� WET WELL TO HAVE PVC LINING, ALL INSTALL PER MANUFACTURES RECOMMENDATIONS.i JOINTS TO BE WELDED & TESTED 30, 230V/460V LBOW DISCONNECT U) BUTYL RUBBER JOINT SEALANT AT MANUFACTURES #!,! ALL WET WELL JOINTS, TYP. KENT. SEAL #2 OR APPROVED EQUAL C)i , RECOMMENDATIONS. ! R PERMANUFACTURER'S INSTALL r 18 a, A FOLLOW , r, LAG PUMP ON EL. 347.15 m.. LEAD PUMP ON EL. 346.15$ FOLLOW PUMP OFF EL. 341.22..: LAG PUMP OFF EL. 340.88 LEAD PUMP OFF EL. 340.55 INV. PRE -ROTATION BASIN ENTRANCE EL. 340.05 WET WELL INV. EL. 338.55 a.. :I Oki = NO 3 c 1'o fl 1 (4 29 " CHAMFERS, TYP. L� 8" ._ 4' CONDITIONS 9 18¢ y: 2 15 6 " l DISCHARGE i 8" ,,'CAPACITY R PUMP: i 20 pj� I TOTAL DYNAMIC LIFT: 50 FEET HIDROSTAL SUBMERSIBLE PUMP NTH MOTOR LEAD AND LIFTING CHAIN. I asx,� SECTION rD SCALE: 1/4"=V-0" 6 6 > (13> (14> ( 6 X21 21 i CONCRETE THRUST BLOCK -r-- TYP I x•°, k °4 �. -r-PUMP WET .I WET WELL PUMP I ,7 15 I?PUMP I 4" CHAMFER, TYP. 11)12"x6" a 10 0 CENTER IN FLOOR xWALLS CON11NUOUS CORNERS R E r EPDXY COATINGPVC CON11NUOUS LINING CENTERED BUTYL RUBBER rr • s# # JOINTCONSTRUCT i PROVIDE « KEYWAY Ci 12" OF CLASS 2 AGGREGATE r1 TO BE COMPACTED TO 95% iOF MAXIMUM DENSITY 12" OF EXISTING ! TO BE COMPACTED , r ` TO ; OF , I 4 "Iij LIST OF MATERIALS I CONDITIONS '[NUMBERO PUMPS: a' ;i SEE DETI. DESCRIPTION DISCHARGE i OR ITEM' 7 ,,'CAPACITY R PUMP: 1 7- D, ,. PVC LINED WET WELL I TOTAL DYNAMIC LIFT: 50 FEET HIDROSTAL SUBMERSIBLE PUMP NTH MOTOR LEAD AND LIFTING CHAIN. r r ■ SPEED: INSTALL PER MANUFACTURES RECOMMENDATIONS.i POWER SUPPLY.- 30, 230V/460V LBOW DISCONNECT U) o F- MANUFACTURES #!,! sr ! , STAINLESS PIPE RAILS ! . EACH PUMP. C)i , RECOMMENDATIONS. ! R PERMANUFACTURER'S INSTALL r • 06 128"x36" WET WELL ACCESS COVER, DOUBLE LEAF, HALLIDAY SERIES S2S v U) NTH FALL PROTECTION. HINGES ON SAME SIDE FOR BOTH DOORS AT co ,LOCATION ! 1!i' SHALL BE EQUIPPED NTH WITH SWITCH FOR cr U- 0 _j cc 8" CAST IRON FLANGED ADAPTOR- "DRESSER" STYLE 127 OR APPROVED W EQUAL cl) GROOVED—END COUPLING NTH STAINLESS STEEL BOLTS, 0 - LL rr! EQUAL E 31 ORAPPROVED 3" PVC DRAIN WITH "P" TRAP AND STAINLESS STEEL INLET GRATE "io'FLANGED 90* ELBOW, DUCTILE IRON, SIZE AS SHOWN ON PLAN FLANGED 45- ELBOW, DUCTILE IRON, SIZE AS SHOWN ON PLAN # IRON, SHOWN ONPLAN FLANGED REDUCER, FLANGED 4 ) #! REDUCING BRANCH SPRING LOADEDCHECK VALVE, CLOWOR KENNEDY VALVE,8" PLUG . i r .SHOWNON A' DUCTILE .i PIPE, 112" MEGA -LUG MJ TO r ADAPTOR r CLASS COLOR C900 PVCPIPE, 1WATERSTOP KI&M, rs rrlr ADJUSTABLE !!r MOUNTED SS FLANGECRADLE rDA# PER TAINLESS STEEL rr SUPPORT WITHSTAINLESS MANUFACTURER'S RECOMMENDA11ONS 0 10' SPACING 1" MANUAL AIR RELIEF ASSEMBLY tmtmmi CUTOFF RING � �rv► jCOVER,DOUBLE LEAF, HALLIDAY �TWITH , PROTECTION. i i OF 1 SHOWN. FLANGED PLUG VALVE VALVE BOX TO SURFACE i FLANGED BY HUB END DUC11LE IRON PIPE ELASTOMEREXPANSION i RAFLEX DOUBLE SPHERE lSUBMERSIBLE LEVEL TRANSDUCER, SIEMENS A1000i. INSTALL PER ��. MANUFACTURER'S RECOMMENDATIONS, USE CABLE SUSPENSION METHOD ELECTRONICS i BREATHER SYSTEM HOUSINGTO BE MOUNTED ON ;DISCONNECT PANEL STAND. FLOAT ! R! it INDEPENDENT REDUNDANT C! '! # 9G. ,r RECOMMENDATIONS, INSTALL PERMANUFACTURER'S i t! SUSPENSION ,CABLE TRAY AND WET WELL VENT WITH REMOVABLE STAINLESS , CLIPS. iGRATING ANDGRATING STEEL PUMP DISCONNECT PANEL AND STAND STAINLESSSTAINLESS , ! PROVIDE ,! s EXPANDED METAL GRATING r i REQUIREMENTS ir SEPARATION PER .# # WEMCOPRE-ROTATION INSTALL PERMANUFACTURER'S RECOMMENDATIONS. !D I . PRECAST OREPDXY LINEDON �INSIDE OF # MEGAFLANGE RESTRAINED FLANGE ADAPTER PUMP OPERATION CONDITIONS '[NUMBERO PUMPS: k IfrO` DISCHARGE i w w ,,'CAPACITY R PUMP: I TOTAL DYNAMIC LIFT: 50 FEET MOTOR HORSEPOWER: i r r ■ SPEED: 1,800 rr POWER SUPPLY.- 30, 230V/460V 6.2-621 0 co N w 0 rr ci co c- 0 cr • k w w i s U) o F- sr 0 co N w 0 rr ci co c- 0 cr c 0 .5 Ir CCS 0 z t) O h` pLi d T_ \ CL m Z 0 en T' r c ) m z 0 © N o © m U 0. Q < u` Q • w w i s U) o F- sr C)i • 06 v U) F_ c 0 .5 Ir CCS 0 z t) O h` pLi d T_ \ CL m Z 0 en T' r c ) m z 0 © N o © m U 0. Q < u` Q SHEET NO. 9 OF 14 U) o F- C)i 06 v U) F_ co U cr U- 0 _j cc W rr cl) 0 - LL 0 SHEET NO. 9 OF 14 I l j I I I I t o i CAP AND ABANDON EXISTING 12" ► I I 0 � 1 FORCEMAIN AND BLOWER EXHAUST I I N ``-- PIPE PER SPECIFICATIONS. FILL ALL 1 I 1 PIPES LEFT IN PLACE. l i c~._n; j ► I f I I x I I I wl I EXIST. MH NO. B TO BE I I I f r.- DEMOLISHED AND I I I I REPLACED. SEE SHEET 2/ fi _ ` 2 0 4 8 w1 1 —#- — — — — — — 4 1 n_ I I 1 1 1 c- 001 1 9 CL I � 1 , cA I cD I ' 1-- ( m _ I v 1—� I w I x I Q V)1,,,,1 w I � I cn I 1 II I I 11061640112 1 p SCALE: 1"=4' x # �•./•, 1` ..Awl. 1i'/ � s �w .s•r w � • x x x EXIST. FENCE TO REMAIN X x X X o WN 1601 Vii' 0 I a I = 1. 1 DEMOLISH AND REMOVE EXIST. PIPING AND CONTROLS. REMOVE AND SALVAGE EXIST. PUMPS. NOTE: DEMOLISH EXIST. LIFT STATION, SALVAGE ITEMS NOTED HEREON. REMOVE ALL ITEMS TO A MINIMUM DEPTH OF 3'. BACKFILL ADJACENT GRADE WITH CLEAN SOIL. COMPACT TO 90% MAXIMUM RELATIVE DENSITY. GRADE UNIFORMLY. PROVIDE IMPORT SOIL AS REQ'D. � # 1 • 1. 1.. 1 CA MONITOR STREET iR CONSTRUCT TEMPORARY PLUG1 DOWNSTREAM OF EXISTMH AND UTILI FOR 24" SEWER BYPA S PUMPING EXIST. 24" VCP SEWE � s S s s ...._.-- .......__._.-. — — — — op BF sp op � � t _n y --- - - =m NFL-- ,;- BYPASS PUMPING FOR STREET R f W EXIST. 24" SEWER I� POSSIBLE !LO A710N FOR- TEMP(#R Y BYPASS PUMPIJG QUIPMENT. 2200 CAPACITY. t m NOTE: EXIST. DRIVE APPROACHES TO ADJACENT PROPERTIES SHALL REMAIN OPEN AND NEW LIFT STATION UNOBSTRUCTED DURING PROJECT CONSTRUCTION AND BYPASS PUMPING OPERATIONS. PROPOSED BYPASS PUMPING PLAN L SCALE: V—zo',SEWER LINES NTS 7 DRIVEWAYS D 7 1 1 1 LA10 1. i RMI- f- i\L DETECTOR LOOP, REPAIR AS REQUIRED, TYP. CONSTRUCT TEMPORARY PLUG UPSTREAM OF NEW MANHOLE POSSIBLE LOCATION FOR TEMPORARY BYPASS PUMPING EQUIPMENT. 300 GPM CAPACITY. _ EXIST. 8" SEWER 6.2-621 t 00 N w L) 0 U c- 0 SHEET NO. OF 14 i �s u • • LLJ CL z cr) a < LL, Lij — U. 07- D F- rr .♦ U) Lij y 11.- U) U) J 1i LjL LL > 0 0� C/) 0,6 LLJ �: cc 0 z w F- 0 U) z i 0 5 SHEET NO. OF 14 m PIPE THI WALL SECTI( NON SHRI PIPE THF WALL SECTIO iRINK GROUT CONCRETE WALL OPENING )VIDE MIN 2° CLEAR CUTOFF RING DETAIL( g NO SCALE 9 li CONCRETE WALL OPENINC; k'OVIDE MIN. CLEAR A OR . i WATERS i ,*PROVED EQUAL i NO SCALE BLOCK WALL D ....� �- 9 I 161 -LIFT STATION - T/-GATE FOOTING p AIN LINK GATE PROVIDE EXPANSION JOINT -SIDEWALK- MATERIAL BETWEEN BACK OF WALK AND GATE FOOTING PLAN - ACCESS GATE LAA: SCALE: V=V -0" 9 Tf\!'\ f\r Ill f\f`i/ III A 1 i cui D i PROVIDE si 1 EXPANSIONi MATERIAL BETWEEN BACK i i WALK AND BLOCK WALL WALL FOOTING 8" PLUG VALVE ----^`'' 8"45` ELBOW 12"MJx8"FLx12"MJ WYE 24l'0 SECTION ACCESS GATE SCALE: V=V -0" m d .. cv 3$-6n VALVE BOX TO SURFACE SEE DETAIL --12 11 12" PLUG VALVE, FLANGED Ffl " C900 PVC FORCE 12" C900 PVC FORCE--` MAIN (GREEN) MAIN (GREEN) 8" WYE PRESSURE CLEAN-OUT AND PUMP CONNECTION DETAIL G SCALE: 1"=1'-0" 9 m VICTAULIC COUPLIN & PRESSURE CAP MANHOLE GRADE RINGS GRAVEL CLEAN-OUT NOTESL 1. CLEAN—OUT FRAME AND COVER SHALL BE A CLEANOUT MANHOLE i i i' TO THE CITY OF BAKERSFIELD STANDARD , RELA11VE COMPACTION IS REQUIRED FOR ALL BACKFILL t OF RISER PIPE. 3. 1 LABEL TO READ"SEWER CLEANOUT" 1 6" I — r CONSTRUCT r.i PER CITY STANDARDS,OUTSIDE SHALL sw ON PROPERTY DETAILSEE r.i 1 r, i i A . 1 r . SECTION - BLOCK WALL(*'-E� scnLE. V=T -0" -a g 6" D.I. PIPE SCALE: 1 "=1 `-0" z f x 0 � 2 11 N x V) w f U- 2 r O i`_ © LI C) m Z co o0 N 2 x t¢ -?m o© zU 6 CL rl Q x PROVIDE EXPANSION JOINT FINISHED GRADE MATERIAL BETWEEN BACK OF 1 i WALK AND GATE FOOTING w O r < 0 t • 1—#4 LONGITUGINAL 12" r.i 1 r, i i A . 1 r . SECTION - BLOCK WALL(*'-E� scnLE. V=T -0" -a g 6" D.I. PIPE SCALE: 1 "=1 `-0" z f x 0 � 2 ~ N x V) w f U- 2 r O i`_ © LI C) m Z co o0 N 2 x t¢ -?m o© zU 6 CL rl Q x PROVIDE EXPANSION JOINT FINISHED GRADE MATERIAL BETWEEN BACK OF 1 i WALK AND GATE FOOTING w O r < 0 t • 1—#4 LONGITUGINAL 12" SECTION - GATE FOOTING F SCALE: 1 "=1'-0" 9 0 co N W U LL' N ci -2 co a Cc 0 i 4 � a Z N f r O i`_ © LI C) m Z co o0 N t¢ -?m o© zU 6 CL rl Q 1 i w O r < 0 4. • 0 co N W U LL' N ci -2 co a Cc 0 a Z N r O i`_ © LI C) m Z co o0 N t¢ -?m o© zU 6 CL rl Q z w O < 0 W LJL O= u) F- Llj cj 0 w P 06 y c/) oo LL W LL. -1 °C O 0 cr cr) W -- w Cc Z 3: O L1..1 c SHEET NO. C) 6.2-621 OF 14 20'R = a5" 1.5" R= a5' R=a5"- ,021 24" 6. Ir 24 R R= a5* It 4- 04 . 4. "A TYPE "B R = 05' 24j# 10' Rags R = a5" r --Tv -4 : * -.,v I, - 4 - - Ala F 241# nEE- "C" NO7ES.- 1. At wk sW coofeim to ft wkobk sections of ft "Standard 49mkohm State of Cdikmtq Department of TransiWation', Iproved armt edhon, and ft kNowing gowd notes: I &trade pWation for 'A-, 18". and `17- av6s and gutters chaff be constructed true to p* and cross section Nfib cmpactkn of 9OX to a dep1b of 6.0' below ft Xb§M* I Concrete for curb and gutter shaft be am 3 and &W be within 25' to 5.5' A#W. 4. Drdw forms shaff be swiaced on the on Me side pkmd not to the coocrete and " not be less than t VAtk after being surfaced 5 Top and lace &W be troweled smooth, Mw okw a ffid ane brush ram ffiere, eidsthp, orb and gutters me to be rq*W, new cwstrucffm " makh existing constructiop w*w offierv&- diected by Me City E*eff- Z Concrete shah cwtok no adfitives unless prkr Wvvd rem the City y &*w. S Obtaked f 8. Cwcrete shaff be a#W with a Ofte pigmented curing =food owfl* to section 90-ZOIB of the state standard 4Dedkvtbm 9. Existing sectka of curb and gutter sha# be sawcut at the linits of ft aw to be reconstructed -pili Z fI2UTTER - *Cutter only oh*vd **v WvW by City &*wr /a "erred pkm pints or c* phots Ad be emstructed at 15'Intervak bpm*o johis " be at each sial of sbvc&vw and at ends of arb m&m 11. Tjpe 18" curb and guffer is raoirxt on d tpa of streets mko anoNw a #Wwdy permitted by the City &07w. 12 Type 'A" curb and gutter is permitted a0y Wwo qWvved or repked by the City Enghw. 11 Type oclo W6 May be permitted by the City inolear only W*vW y in MoNe Home Pffft and R-5-2 5A (R SA#tw Two -And -&m -Haff Acre Mmmum Lot See) Zone. 14 Permit kr curb and gutter construction &W accanipoy actual 15 ftn cousbucthp, new aub and gutter, ffiv adft t shat be saocut a mhknurn of 20' from pavmm the 10 of the gutter or as dhecled by the aty Enomm Standard curb return radios 4msion " be 20- (6. 1m) min. joht *oktined on local streets and JO' plane jobt (9.1m) min. on all arterials and coMectors or locals at Cutter intersections WO artarws or co6ctors or as dracted by the City inghew. 4 .4, Curb & 4? Gutter 15'4.6m Mair max. below joints Right-of-way 20' (6.1m) x 20' (6 1m) chamfer w4exceptim for *a/ kcatims se Std T -JJ J, (0.91m) min. Cambkabbn SWwalk VW00 AM0 4-4 0 fu& 5. 0, (1. &") Min. signalized 20' intersection (06m) Atex,60' 6Z A 2Z 0. (0 Ism) 2X 4C 4.0" A " �- I �. I (100"M) I 4.5' (1.4m) Minimum on a(I AxW streets 55(1.7m) Minimum an all arterials; c4ecta,4 schoot% hospitat commercial indistrd, or as divoled by the -F City fnoipm 6.0'(1.6n) Mhbum, on mewde*g adevak. NOTES, 1. All wok shall conform to the W#ka* sections of 8 Sidewalks &W/ be scored to a inkimum dVIb of 0 125" the specikotkns entitled -Stonabraf Spea4ketiong (50m) unless otherokm diected by the City ingkmff, State of Cdib* Dqvdmant of Tran*wtetibn" 0 approwd current edition. 9 New sikvok construction in blocks #0 existing IN GREATEST &*walk shall conform h dimensw and location to 2 Su*o* preparation she# be constructed true to those in place, or as dkected by the aty Engineer. grade and crow section, with compaction of .90Z to a depth of 0,5' (0 M%). 10 Existing sd" " be saocut and remowd at 1.D' Or less the mist scoring Ike at or be, the finned )Mt. I Concrete shall be Ow 'A" and shay/ how a slump !Uft between 25" (63%m) and 55" (140 mm) The surface 11. A permit for sbewelk construction ond reconstruction shell be rmished to Wv* and cross section with a #oat, sho# accompany actual work troweled smooth, and Anished with a broom, 1.0' wider 12 Any mance in finish, color, or moterd, from standard 4. Concrete sholf conta#7 no ad d1tives unless prior qWo td will require 4cprow/ from the advisory agency, is obtained from the City Enghmw both sides 11-offlial1#1 I Pill! IJ Trensffiws in skLevv& types must be approved by 5 Concrete she# be cured with a while-ponented curing the City fnoiw. compound cm#)67g to Section 90�-7.01B of the Standard Speeftatlona FNB4ML- ST-aREv 6 "ened Plane Joints shalt be installed at 15'(4.6m) STANDARD ihlerm* ond eVonsim j*ts at 60'(183n) iblarvda I-Vansim johts &W be loccoled each &* of a structure W at the end of cut returns, COMBINATION SIDEWALK pre formed sb* of a cormresfient compound 7 E*ws(w pant Mer moterid shall consist of APPROVO arY W MKSV;MM Ramps and fttwy &W be cmstructed fu# width to the Right -of -Maj v Ike or 10'(30m), **aew is lea (See Section A -A and notes) *42' (13n) Max f 25' (86m) Min. A Upon approd of the city inolw to- (25nm) Score Joint y d7motim may be mayinm dritew at centedine of &k havased to 50'(1,%) for 1 and M-2 JAW uses where high whinewhineof semitruck For use oft go- (020) mb and trader is ***'For use with 6. 00 (0.15m) Mb See noot M"** for d1ma (11m) Max.*** V- Cutter PLAN A it Expansion 1 M- joht Romp Jo, (0.9m)*** Top E* of Drive Apprtwch Top of W Cutter Curb Face 60 d Row Le Lineor 80#1 OA 0 5 (1 -/ ELEVA 77ON 6%m) --J Bottom Of (o t,% or a 2m) 10'(J*n) Min. 6 0"RIW Litre or .dope: a25" (.%m) (0.15m) per 12* (3001min) 10'(JOW) Min. "(15 0.5 (Damm) 60" (a 15m) x 6.0" (a 15m) 6. 0 (0. 15m) Min, - Po X /10 EM**** 2 -14 Reber fulf Ndth of Drive**** To how a deffave of 20' SECTION A -A (501mm) from bottom of concrete. I All work shown shod conform to the e0ka* sections of the spedficotkns entitled 15tandard 4)ed&v1kn.% Stole of California, Department of Thmsoartatka" apped current edlion, 2 Offe &ivewoy is to be constructed for e portion of Skf*WO& **#h (Section A -A), skwa* she# be removed on each slide of &iwwy for Awnp construction. Subgn* preparation shall be constructed true to grade and cross section, with compaction of 95X to a depth of 6.0* (0 15m). J Concrete for akivewor shall be Ota "A' and shall be Whin 25 (6&=) and 4.5" (0. 11m) Amp, 6 0' (015m) 1hk* and with lio I broom #N* 4 Amsfa? ,pints &W be Inst" as shown, 5. All existing concrete curb, gutter, and sidewalk shall be saw cut at a right &*e to the flaw line. 6. Total maximum allowable driveway width shell not exceed 60Z of commercial pvperty thentoge, Driw- way dmensim as *47ed on plan sholf be the basis of such determination. 7 Use of Tape 18- &w approach is ody a0aved by permhWw of the City fnoxw. 8 Permit for oNmy constructon SW accompany actual works 9 A minimum of 22' (61m) of Ad h*t curb dW seporate oKww)% except as noted on Traffic Standard T-20, or as a*vwd by the City Engineer. 10 No ah "ay construction is permitted in the street or in &*y returns 11 No portion. of the &iwway or ramp is to be on adjacent property frontage without prok eporovol of the City &*eer 12 AN &mwy locations ore sukWt to qWoiW by the City Engineer: IJ Concrete sha# contm no oOtim wdess, prior qVroval is obtaked rem the City boev. 14 Concrete &W be aired with a white ponented air0g, cw"wd con )6g to Section 90-Z018 of the Standard *ed&etims. FKENMF- ST-4KV tip', I M r" Construct Msrr� (I 1,10f-, Standard Manhok Como and coAr per dty standard SW -6 � M -I 71 (maw gaaw) W 2 staWess stmt sbW at mat JO'*o* attadied to manhok 4.r Man shaft PO staW6w hardoara I Standwd 90* Hbow 4 L t 10" auss -A Concrete #010 fZ INSIDE DROP I/- P 51bodord Mwtde Cow and Chlor per Std SW -6 Standwd 90" Lbow OUTSIDE DROP 1. AN work cwfotm to the W#ka* sections of the qwd&vtkm eaffhd State of Cdikmig Department of Tran *artaft , adopted amwt edit k I &VP M&*dW WN edy he ~ with the Wv4 of the atj E*eer 3 AN manhoks shaV conform to See. 123 Of the nowof W 4.e is onlydwed if alp distance ._f me" le30 or greater 1 6W 2 Palkad Cment Cawvle, Color and &M to Mkh saocut adfimt pemwt • A .4 Pordahaf C 4 CWM* 4 - r ----- ---------- see stodilrd 1--"- 4.0' 1 *"*)g SW -6 PIPE I for #vme and WD 7H IN GREATEST covier delds TAMPING CLASS BEDDING DIMENSION lob - Me war Poems of incoming 1.D' Or less Wv r I and out p*g severs &W be !Uft i ranwedvkw **a and Me both sides 4�-s be plastered MMM No 1.0' wider cwwt nwriar. =111EH' now both sides both sides 11-offlial1#1 I Pill! 1.5' wider 1. 0' wider- iderboth bothsides both sides r------------- ------ Pi TOP VIEW WEW j r W.Wk, j Ar 0, ®R Ar h a W W a I a WWI 1�1or-741=11=11 , r.Now Alam iell#11' , �* "NOW 00010 WM , ANOW *A H. low" AN" W A r ----- ---------- see stodilrd 1--"- 4.0' 1 *"*)g SW -6 PIPE I for #vme and WD 7H IN GREATEST covier delds TAMPING CLASS BEDDING DIMENSION - Me war Poems of incoming 1.D' Or less 4 r I and out p*g severs &W be 1 . *. ranwedvkw **a and Me both sides • It -. : j . -, be plastered MMM No 1.0' wider cwwt nwriar. 0. both sides both sides r v . 1.5' wider 1. 0' wider- iderboth bothsides both sides r------------- ------ Pi TOP VIEW WEW 56i MANHOLE SECTION NOMS: t AN ow* Ad conform to the qpVvvbk sections of the spwikagws entNed Vwdwd Spec ftdkn4 State of Cdib* Department of Thrapartalim"t WA4W affMt 0011420, 2 *fw sW cw*t of one Wt P Cwmt and two parts of dew, " graded sod P0 Diameter .1 J*ts shaff be fiVed wft rxr1dr and neeffy demed or **W on kside of Poe, VWks 4. Pre cost rokkreed ffaxk* sections shat be constructed it accorab" with the pv*bw of ASTM C-474 a#mt edgm. 5 Eccentric side dodd be hstaled in the WAvm *ection of the nwh line Owar posskle or as *ected by the 01y Enow. 6 A# hrovWtkos be p#v inverts " be a WM& n1w Wface. Z AN sever manholln for saw km layer than le it dwak, " be lined with 7 -tock' or iWvwd equal a ft be Wmaw An accorvance ON We avent ASTM spodkoffen 01-2321. try CAm I and I ambe*wt ma"s PM* the pope zone #9 be conskWW suflaW Offfin the Me mm water koft and jetting not be used for ba" couWaction for hn* poe the bed4by and has dibg sW be hand pbeed to the *4 /he of the poe aW pVWy car pwted For mw mabg t bn*g is tvWkW for &-Ml and hwwbkg. Care " be taken not to Nocate the poe the mmWI badff in the p#w zone Ad be hod placed and cw*w1ed in Nft not to aceed 6.0- thkbm floc*9 nieteW Ad be pvpedy The followina shall o y for trench widths: PIPE WD 7H IN GREATEST TAMPING CLASS BEDDING DIMENSION OR SLURRY 1.D' Or less 1.0' wider 1 both sides both sides 1.0 up to 2. 0 1.0' wider 6.D" wider both sides both sides 0' or more 1.5' wider 1. 0' wider- iderboth bothsides both sides Pi IUAZI J a ft be Wmaw An accorvance ON We avent ASTM spodkoffen 01-2321. try CAm I and I ambe*wt ma"s PM* the pope zone #9 be conskWW suflaW Offfin the Me mm water koft and jetting not be used for ba" couWaction for hn* poe the bed4by and has dibg sW be hand pbeed to the *4 /he of the poe aW pVWy car pwted For mw mabg t bn*g is tvWkW for &-Ml and hwwbkg. Care " be taken not to Nocate the poe the mmWI badff in the p#w zone Ad be hod placed and cw*w1ed in Nft not to aceed 6.0- thkbm floc*9 nieteW Ad be pvpedy The followina shall o y for trench widths: PIPE WD 7H IN GREATEST TAMPING CLASS BEDDING DIMENSION OR SLURRY 1.D' Or less 1.0' wider 4.D " wider both sides both sides 1.0 up to 2. 0 1.0' wider 6.D" wider both sides both sides 0' or more 1.5' wider 1. 0' wider- iderboth bothsides both sides 26.250 2525* 1.5 Sim DOW "A" aw ope*g 25" SEC77ON A -A ray A FAMLIr "1W elliffiXyz a5' note ii. to" Dkt trade tined SWAM 105' Cow Frame - DETAIL "A" 9 Me 20"pettem lefts on the ffxp** covarr sW have we of the falovivy deWWktw DRAW or 2W la A=Wy she# be **W for hlowy kadhg of W 20-44. 11 20' x 1.0" dwwd md a 125" dap, HUNAW- S*-MEV 6.�'-621 moo, 0 00 CQ Uj C) rr 0 0) Z 6 Z rr CY) 103 C> CID r. 2 U- 00 a: mZ 0 LO C 0n Q C) (1) 7� CZ SHEET NO. O OF 14 F9 -12 'SIDEWALK TABLE RELOW) OPP N POO .54 PlOr WX PIPE #NS TAS CEO Y ky' MMEE"RS). v ANGLE MET .5T__T Q ER 09 --POP -e t6 4�e SET POP By C17Y S-TiORT -SIDE' N 90* ELL TEE 45" ELL NO 7ES: 1. AN vdvm fft&)g and dOwtknal da" ore to be hW In place by concrete &wt Mocks. 2 geamg am AndWed am hwed on abvaWe W presme of 1500 pd J Cmvle is not to bens- a*st p flmt Mock to ady be in contact oft the ffl&g 7 7 -1RUST BLOCK SCHEDULE Z Oah-4ft ktw febrk " coofam to the q)ed&6ws, of ASTM BEARING AREA IN SOUARE FEE7* *s0w1hr A -XZ Ckss L I Cowrie aW be Pdaw Ir and SW he o0h 15- (ftm) a mddion of kwbg aw gda shd be in mw&m 00 the to 55- (414m) sb* Concrete shd be bvo*W smooth rq*wmts of swAm 804 of the %Ywdffd and brush Mw *wrm State of CGVWK Dqwot of "walko, WVV&d mmt edum x 1 affbig, as *Vdw by the Orly of ftmkm stamw WM4 is ab mw *" at city Enow. canowe 9-12 &W he carr mw*r gda mW be a#vd oft a We p#mfmd adj emovind Z =P* to sedim 90-ZOIB of the stmood *Wmvum w F_ F4.04AW: 0-13M 4. En4 cww, ad gate posts &W be k*W to the nmwt iNt 4v pat rb g* dVwd or t&*w1d brom &wd as 6/2/0 STANDARD COP* mw*" ow 0� am, (low) steel &W 0"I" road oft &w*yddm or &m 901mm used as twWw m&ntwi Clem v CHAIN-LINK GATES W." #0 3 x 5 - 9 qxV kb& so consbWed that The *Is are N.T.S. O,314'v TO 20$' 7'UBING 1 11 S.s A NME. bfE -TER 's "�DOUSLE'STRAP ___71_,,_,A4ALABLE7 IRON W774 'CORPOR-A RON 7 .ST6p STAINLESS. STER S PAP 0.' 0 -SAOCILE F-DR.PVC P�PE-. TUBIMG SHALL RE LCOPPER. IN A��CQRDANCV 'W1­,5PEChRCA.`RM,5�:, 'E OR * P OL - YE T-1-1 YL ' -NE TUOINO; "0", PC" Zoor LOW, �-fbt SoWtx_ "E" 3-4 $1.40fff SWE 2-ER.Vj�E- MEIMIR 66M ANDI f�F E00A# QUAtIrY 'PRObUQTS;'NV�'— RA ?,,Ot: SU • ).TMO OXHEAI APPROVEDAqY W.TER. 11- 114" 7:1 -AND -PRODUCT$ INC,,'t­1N,0. &—J6 f 1. rHE:b9N13-' SIDC SFR-*WCEA0R*-A 314m -'METER SHALL'BE .1"'7WING AND AAfGtE* MUrR STDR AU A�4" '710 2" �HOR T OW -W=- -SHALL QE,. OFCOPPER TUBIIVO' M44 'r. 4 PORA. 'VO -S, -0-THER. SERT WCE $ W -S Sh AE VZE-S.F08:;. OCR PON. P TUONG. AN.GiE.METER.$TOPS� AA0`VVFRi 1. e., A 1-112',SHORT -,OR LONG. SERME '0 mv t AEP T mtmp'_�r , - 4 QONV$ 0 V -2 7 81M 12 P.A SHA 4. 1 BE NSTALLED 'BY '07H4-RZ;,Y, J. C ALL PE'RAS77. F�Pr SHAU 04.- 'MN PIPE SlZt -AND: At. T 1PED 'e��E OF '70�V):-TAP40 low 0 E O PIPEOCA 0 WIN A NO EkTENDW T M MR' _igM� WRE TO O'NER MEI -AL n7WNGS. ALL POt Y- TU6ING S�IALL BE PIR01V PIPE,* S)2t, 4. CONCRf TE ME TER SO&S RIEOVIREO WH&N SERMICE /S L 0 CATEP I `DRhEWAY*VDE,' 6.. iMtKFL0W*:PRV7r-CnCW -0E.W.W. MACY. W REOUIRED.FOR ANYZEROCE. CONNE017.0N. AS 91�TER#(�NCD OY WA TER RE-$QtIR ...... ...... ... . W -R: R'S-.0.UR-CE`.S bEPAR-TK�EN-T' ATE -CITY OF 'BAKER SF1`ELD..i I.A Mom 11 14 M4 1,0 i'l 12 T3 14 CAST . IROwaD W REA& '" a -TY OF -BAKERSFIRD WA -TER" OR "SEWER" AS APPLICABLE 11,01001 0 Ej EY LOD .12" CAST RON -12"**SAL VV-. BCS' LID 0-w 11 11 .40(14L F3 ,I F1 Wow,. TK A "WATER" OR "SEWER" CAST* R-0JV:L1D.T0 READ AS APPLICABLE1 O"ar� 6�'aPP4kc j F PJ �,Ovm OR PONSWD WA -T69": OR "SEWER" AS APPLICABLE SA WW T A'C. -PA ..RED -WOOD. -SLOW 7W Pt ACES NV M`- .PFZN15H- CONCREM 5 4 & PA VMF .5 NT PA KYEN 71 AR A #4 PRE8A k ..Z.)cZ 1QUARE CONCREM SLAB MO.? P4RE OR, X11 8-0X`- 'DETAIL q 1'8 1 W1. 12. REV. hart mtd or dww brm w7h bm rod, rod (tip. d# 0-M ivctkk't #0 cwpwitbn at m to a dv1h of Z Oah-4ft ktw febrk " coofam to the q)ed&6ws, of ASTM le(Also *s0w1hr A -XZ Ckss L I Cowrie aW be Pdaw Ir and SW he o0h 15- (ftm) a mddion of kwbg aw gda shd be in mw&m 00 the to 55- (414m) sb* Concrete shd be bvo*W smooth rq*wmts of swAm 804 of the %Ywdffd and brush Mw *wrm State of CGVWK Dqwot of "walko, WVV&d mmt edum x 1 affbig, as *Vdw by the Orly of ftmkm stamw WM4 is ab mw *" at city Enow. canowe 9-12 &W he carr mw*r gda mW be a#vd oft a We p#mfmd adj emovind Z =P* to sedim 90-ZOIB of the stmood *Wmvum w F_ F4.04AW: 0-13M 4. En4 cww, ad gate posts &W be k*W to the nmwt iNt 4v pat rb g* dVwd or t&*w1d brom &wd as 6/2/0 STANDARD COP* mw*" ow 0� am, (low) steel &W 0"I" road oft &w*yddm or &m 901mm used as twWw m&ntwi Clem v CHAIN-LINK GATES W." #0 3 x 5 - 9 qxV kb& so consbWed that The *Is are N.T.S. kdW into podgm and can ody be re wwd WM to* LL D-13 & Frwm Ad be mo* *fffi Mthp or wdd*4 with weftCALFK~ Wk owd smooft aw foomked n C" em"wommm fteuc WOWS WMTMENT cc z C/) z IPPP— U) 0 rr 0-M ivctkk't #0 cwpwitbn at m to a dv1h of Z Oah-4ft ktw febrk " coofam to the q)ed&6ws, of ASTM le(Also *s0w1hr A -XZ Ckss L I Cowrie aW be Pdaw Ir and SW he o0h 15- (ftm) a mddion of kwbg aw gda shd be in mw&m 00 the to 55- (414m) sb* Concrete shd be bvo*W smooth rq*wmts of swAm 804 of the %Ywdffd and brush Mw *wrm State of CGVWK Dqwot of "walko, WVV&d mmt edum I Cove& " m1off no dAmw &*a prior wwon 1 affbig, as *Vdw by the Orly of ftmkm stamw WM4 is ab mw *" at city Enow. canowe 9-12 &W he carr mw*r gda mW be a#vd oft a We p#mfmd adj emovind Z =P* to sedim 90-ZOIB of the stmood *Wmvum w F_ F4.04AW: 0-13M 4. En4 cww, ad gate posts &W be k*W to the nmwt iNt 4v pat rb g* dVwd or t&*w1d brom &wd as 6/2/0 STANDARD COP* mw*" ow 0� am, (low) steel &W 0"I" road oft &w*yddm or &m 901mm used as twWw m&ntwi Clem v CHAIN-LINK GATES W." #0 3 x 5 - 9 qxV kb& so consbWed that The *Is are N.T.S. kdW into podgm and can ody be re wwd WM to* LL D-13 & Frwm Ad be mo* *fffi Mthp or wdd*4 with weftCALFK~ :1 Cr owd smooft aw foomked n C" em"wommm fteuc WOWS WMTMENT 6.2-621 00 cc 6 _0 2 'Cr C 0 CC a) 4 SHEET NO. OF 14 0 w W Z D < Z Q I w w F_ F- z H C/) 0_r 0 o M w 06 U) v Cl) < co LL CC < LJL 0 :1 Cr u) n W cc z C/) z IPPP— U) 0 SHEET NO. OF 14 i I _ym lmu:ml�lll He 1.ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2.THE CONTRACTOR SHALL EXAMINE THE CML, MECHANICAL AND OTHER RELEVANT DRAWINGS AND VISIT THE SITE OF THE WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ASCERTAIN THE WORK ENTAILED IN THIS CONTRACT. BY SUBMITTING A BID FOR THE WORK, THE CONTRACTOR IS DEEMED TO HAVE MADE SUCH EXAMINATION, AND IT IS ASSUMED THAT HE IS FAMILIAR WITH AND ACCEPTS THE CONDITIONS OF THE JOB AND SITE. 3.CONTRACTOR SHALL VERIFY THE' EXACT LOCATION OF ALL MOTORS, SWITCHES, RECEPTACLES, OUTLETS, ETC., WITH THE CIVIL OR MECHANICAL DRAWINGS. DIMENSIONS SHOWN ON THESE OTHER DRAWINGS TAKE PRECEDENCE OVER ELECTRICAL DRAWINGS. 4.THESE DRAWINGS AND SPECIFICATIONS DO NOT INDICATE METHODS OF CONSTRUCTION UNLESS OTHERWISE NOTED OR SHOWN. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION TECHNIQUES, SEQUENCES AND PROCEDURES. 5.CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION IN THE FIELD. 6.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL DISCONNECT SWITCHES, STARTERS, SWITCHES, RELAYS, CONTACTORS, CONDUIT, AND WIRING REQUIRED FOR THE OPERATION OF ALL EQUIPMENT INSTALLED BY ALL TRADES UNDER THIS CONTRACT, INCLUDING LINE VOLTAGE CONDUIT AND WIRING AND LOW VOLTAGE EMPTY CONDUIT. 7.THE CONTRACTOR SHALL OBTAIN MANUFACTURER'S REQUIREMENTS, WIRING DIAGRAMS AND INSTALLATION DETAILS. THE CONTRACTOR SHALL REVIEW ALL EQUIPMENT CONTROL SYSTEMS, VERIFY ALL REQUIREMENTS AND PROVIDE AND INSTALL THE NECESSARY ITEMS IN FULL COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. 8.WHERE EQUIPMENT AND CONTROLS WHICH THE CONTRACTOR FURNISHES REQUIRE DIFFERENT WIRING THAN THAT INDICATED ON THE DRAWINGS, RESULTING IN CHANGES IN WIRING AND ASSOCIATED EQUIPMENT, SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COST. CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF SUCH CHANGES BEFORE CONSTRUCTION. 9.ALL RACEWAYS, BOXES, FITTINGS, CONDUCTORS AND DEVICES THAT SERVICE OWNER FURNISHED EQUIPMENT SHALL BE PROVIDED AND INSTALLED PER THE REQUIREMENTS OF THE OWNER AND MANUFACTURER. THE CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRIOR TO INSTALLATION. DISCREPANCIES SHALL BE REPORTED TO AND RESOLVED BY THE OWNER PRIOR TO INSTALLATION. 10.THE CONTRACTOR SHALL DO ALL EXCAVATION AND BACKFILL NECESSARY TO COMPLETE THE INSTALLATION OF THE CONDUITS AND CABLES. 11.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGE WHICH OCCURS DUE TO HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. 12.ALL EQUIPMENT SUCH AS ENCLOSURES, METALLIC CONDUITS, JUNCTION BOXES, FIXTURES AND OTHER ELECTRICAL APPARATUS SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED. 13.OVERCURRENT PROTECTION AND DISCONNECTING MEANS SHALL BE INSTALLED ON ALL MOTORS AND PANELS TO COMPLY WITH CODE. 14.EQUIPMENT INSTALLED WITHIN CLASSIFIED AREAS SHALL BE RATED FOR THE AREA. 15.ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER OR INSTALLED OUTDOORS SHALL BE WEATHERPROOF TYPE. 16.ALL EMPTY CONDUITS STALL BE EQUIPPED WITH PULL ROPES. 17.CONDUCTORS SHALL BE COPPER, RATED 60OV, TYPE THHN/THWN UNLESS OTHERWISE NOTED. 18.ALL JUNCTION BOXES SHALL BE MOUNTED IN ACCESSIBLE LOCATIONS. 19.THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE ELECTRICAL AND TELEPHONE UTILITY COMPANIES (WHERE APPLICABLE). 20.EACH CIRCUIT SHALL INCLUDE A SEPARATE GROUND WIRE, MIN #12, OR AS NOTED. U.Q.N. UNLESS OTHERWISE NOTED LLC LIQUID LEVEL CONTROLLER A.F.F. ABOVE FINISHED FLOOR LP LIGHT POLE A.F.G. ABOVE FINISHED GRADE MLC MINI --LOAD CENTER N.I.C. NOT IN CONTRACT MM METER AND MAIN BREAKER z ENCLOSURE BC BATTERY CHARGER < C) PM PEACEMAKER SCRUBBER CC CONTROL CABINET PMT PAD --MOUNTED CKT CIRCUIT < 1-06 TRANSFORMER DP DISCONNECT PANEL PNL PANEL FU FUSE SG STANDBY GENERATOR H PROTECTOR HEATER SP SUMP PUMP HMCP MOTOR CIRCUIT PROTECTOR SPD SURGE PROTECTIVE DEVICE HTR HEATER WP WATERPROOF VFD VARIABLE FREQUENCY DRIVE ELECTRICAL SYMBOLS GENERATOR LA PANEL 'LA' ❑j JUNCTION BOX �,/ LIGHT i� OMETER � MOTOR METER CURRENT TRANFORMERS Ti MOTOR STARTER, NEMA SIZE FTI CONDUIT STUB—UP AND CAP I SWITCH 0 0 CONDUIT BREAKER, MAGNETIC TRIP ❑ ENCLOSURE —00— AUTO TRANSFER SWITCH GROUND CONNECTION 3/4" X 10' ROD J,j TRANSFORMER GROUND ROD AND BOX COVER CONTACTOR COIL — E — CONDUIT AT 24" BFG WITH CONDUCTORS ............... CONTROL CONDUIT WITH WIRE RECEPTACLE PG&E 12KV 3W 3PH OH LA FU PG&E =L— RISER POLE P1 (1 ) 4" C.O. WIRE BY PG&E r___ I I I I TRANSFORMER T1 I 112KV-277/480V 3 PHASE 4 WIRE I I L 1#2 G. S1 1-4" C.O. (480V CABLES BY PG&E) AUTOMATIC TRANSFER SWITCH_ — _ _ _ STANDBY 1-2"C, 4#3/0, 1#6G SG I PG&E I GENERATOR I M METER I 100 KW r____� I I 125 KVA 277/480V 3PH I 1@4_�OOAj3P I AMPS=150A L _® _C] ®J 1 1 CC P.F.=0.8 BC HTR SCADA I 40OA/3P IOUTDOOR—PAD MOUNTED OUTDOOR I MAIN I ENCLOSURE r..—_.._.____ L___________.., TO ROD 114000 AIC 400 AMP BUS 277/4$0V 3PH 4W I i I I 70A 70A 70A 7A I I HMCP HMCP HMCP HMCP I P * * * I I � � 0 1I S2 MLC 1"C, 3#8, 120/240V 1#10G S3 5KVA 1 PH I— I f OCU. EACH PANEL LA S4 3 S5 ____ BR 1--1" C, DISCONNECT PANEL _ _ _ _ _ _ _ 5FLA 3#12, 1 #12G DOWN CABLES, BY MFR. *NOTE: SHUTDOWN OF PUMPS IS TO BE 32 32 32 THROUGH TIME DELAY RELAY SP1 SP2 SP3 WITH UP TO 10 MINUTE DELAY 45FLA 45FLA 45FLA 0 i'l ONE LINE DIAGRAm m DOWN CABLES BY M I. DISCONNECT--, PANEL "DP" I I I I i A! i ;� r•# !. f �. i 4 N g� LA --4,7 1-2"C �!1 I 1-1-c., 3#12, 1#12G FGROUND ROD WELL sBC H G® I U-0, Lii BLOWER: "BR" STUB TO �ti. �,.y_�ma�,..._.�.w� . a �. B — LIGHT I LIGHT POLE, "LP" B SEE DETAIL 13 W 1-c., 2#12, 1#12G .mwww� P1 S1 "CC",PANEL LA C B 1 —4"c. 1-4"c. T1 SEE DETAIL 12 S5 PER PG&E'S REQUIREMENTS 1-1"c. ELECTRICAL SITE PLAN A SCALE: 1 "-10' 12 I CONTROLS SITE PLAN C SCALE: 1 -,a Q,2 PULL BOX A -- LIGHT jjx l I I4, �i QESS/� L l NO.E8339 Renew on 9/23/18 �L�_CTR\C�� \ct` CAL 6.2-621 0 «0 N v or a 0 cz O z Lil cr) 4 F� U- 0 L6 (� z <0 � T' r 6m6Q iq o 0 z U Q U- 0 f� r. z < < C) 0 «0 N v or a 0 cz O z Lil cr) 4 F� U- 0 L6 (� z <0 � T' r 6m6Q iq o 0 z U Q U- 0 SHEEN' NO. OF 14 z < < C) LL w cl w < 1-06 z v U) 0 v ii LL W �6 -r co LA_i C SHEEN' NO. OF 14 a I • OF ! y ! CLASS AGG BASE *PER MANUFACTURER'S SPEC SHEET. PLAN VIEW 81-910 30-1" DETAIL -GENERATOR (""A SCALE: , -z 13 (OUTDOOR) RAB LIGHTING SLIM26N/PC, INSTALL PER MANUFACTURER'S yr RECOMMENDA11ONS 29 ! UT I I i I 1 I I I 4 I f � 3/4"C, 4#12, 1 #12G --- 1' THIP. PERIM. FOOTING LA — 2,10 i WIDE x 10'-6" SCALE 1 " = 2' —ANCHOR FLOOR JOISTS TO CONCRETE SLAB �—I co . • BELOW .t B SURFACE 1 INTERIOR OF SHED TO BE EQUIPPED WITH TWO ELECTRICAL r• t AT • AFF yr rO!• AND f LIGHT FIXTURE MOUNTED ! r " LAMP #r0 WATTS. To 1'€ 12 1 In ! ! ,r r COOPER LIGHTIN r it y r. rr APPROVED Qy •, TT M I mmmlw� F ---T-----1 F --T---1 L__1__J LL__1__J TENON BRACKET, NOTE: INSTALL ALL LIGHTING �T COOPER LIGHTING T2B-4 ITEMS PER MANUFACTURER S RECOMMENDATIONS. AIM PER OWNER'S DIRECTION. � i 1 y r r r Rr ` 1"C, 2#12, 1#12 ❑' TO PANEL LA/CKT.#2 v ❑ CABLE WIRE TO CONDUIT C-1 r- ""N 4» FIXED TENON CAP PACKAGED WITH LIGHT POLE LIGHT POLE, r r RSA4Tl2NA NTH a, r TENON CAP OR APPROVED E r � r z //\ N LIGHT DETAIL SCALE: V=1' 3 POLE "LP" TOP OF WET WELL DOOR .. ❑ ❑ L 79 _r. SHALL INSTALLED r 1 MANNER f AS INTERFERE r PUMP CLEARANCE THROUGH OPENING. 15 16 17 18 1 LEVER ARM LIMIT SWITCH (1 PER DOOR) -DS1- AND -DS2" "SQUARE D" CLASS 9007 TYPE C54B2 OR APPROVED EQUAL . y i DOOR SWITCH D ETAI L NO SCALE ."DS2" (TYPICAL) YOESS/N CT NO.E8339,, Renew on 9/23/18 6.2-621 Umm 21 c O O Z 9 a L6 r r (. CC mZ �� �0 0 0 a) (5 ni o U - • • 4 1 4 < w W Z r II < LL cl) LDT �- 0"- • rr i • • V i •6 �_ i < • c O O Z 9 a L6 r r (. CC mZ �� �0 0 0 a) (5 ni o U - SHEET NO. �m OF 14 J n < w W Z < LL cl) LDT �- 0"- rr < n V (/) •6 �_ i < I- <m L L cr_ 0 LL 0 -i �_ m w rr 0 w w �-- i U) Z LLJ 0 2 SHEET NO. �m OF 14