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HomeMy WebLinkAbout6.2-631CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. 5. THE CONTRACTOR SHALL FURNISH THE PUMPS AND MOTORS AS PROVIDED BY ABS SULZER, CONTACT IS MR. RICK JESMOK OF FlowNControl (818) 330-7425. ABS WILL PROVIDE ALL SHOP DRAWINGS AND INSTALLATION REQUIREMENTS AND SPECIFICATIONS FOR THE PUMPS AND MOTORS. NO SUBSTITUTIONS FOR SPECIFIED PUMPS & MOTORS WILL BE ALLOWED. BENCH MARK TOP OF CONCRETE WET WELLS AS SHOWN ON THE ORIGINAL LIFT STATION PLANS. ELEV. =394.50 CITY DATUM O� � A[�C�G��G�OC��D DC�pLQG��I�l�M4 (0[y [pU[@p=OC� On G3[�� PLANS FOR CONSTRUCTION OF REHABILITATION OF SEWER LIFT STATION AT OFFICE PARK DRIVE CITY PROJECT NO. E8K213 J � J+�J�P GABBIER GANAL a w, 3 CITY STANDARDS _ o : N GREENHAV'EN DR THE FOLLOWING CITY STANDARDS DRAWINGS ARE co w HEREBY INCORPORATED AS A PART OF THESE PLANS: �\ v � . STANDARD FRAMES AND COVERS FOR SW -6 MANHOLES & CLEANOUTS a $A AV. D-12 CITY STANDARD CHAIN LINK FENCE DETAILS ETT AV AAN SAV ,. D-13 CITY STANDARD CHAIN LINK GATE DETAILS STOCKOALE HWY GLEN.OAKS DIS L�N�©Xq V J�O n 3 z O LIFT STATION AT OFFICE PARK DRIVE SEE SHEET 2 1�2 U ELEVATION L�N�©Xq V J�O n 3 z O LIFT STATION AT OFFICE PARK DRIVE SEE SHEET 2 STANTON WY OR - 0 x- ?,. - EL -?,.- EL MONTE WY DURHAM AV Z :n Q.. r ELEVATION ¢ = e (n FORD AV . Q FORD AV -� EASTaiV DR Z EAST(QId Dfl ®� +- C EW w �- CALIFORNIA AV w EXIST. EXISTING EF -- PLACEMENT EACH FACE P.U.E. PUBLIC UTILITY EASEMENT FG FINISHED GRADE TF G Iv CHESTEFLN` CC CHEST DUCTILE IRON O.D. -r1L c;P� N REBAR w O� STC DUCTILE IRON PIPE I.D. INSIDE DIAMETER o 0 4 �9RFL z 3 L q Wyo RCP PALM S M z: 6 a �::-o ► REBAR PLACEMENT NEAR FACE Q o R z Lu - W_ a.j : C w L MfRADq Dq MEANS �_� �GSFPh, c9 Q BANK ST STANTON WY OR - 0 x- ?,. - EL -?,.- EL MONTE WY DURHAM AV Z :n Q.. r ELEVATION ¢ = e (n FORD AV . Q FORD AV -� v3'jj w fl +- C EW z �- Lu RIGHT OF WAY EXIST. EXISTING EF -- PLACEMENT EACH FACE STOCKDALE HWY w ( STOCKDALE HWY.--% ; .STOCKDALE HW) - _._ - ------ LOCATION _.- LOCATION MAP LEGEND ABBREVIATIONS FL FLOWLINE EL. ELEVATION TOM TOP OF MANHOLE TC TOP OF CURB ELEV. ELEVATION EW REBAR PLACEMENT EACH WAY R/W RIGHT OF WAY EXIST. EXISTING EF REBAR PLACEMENT EACH FACE P.U.E. PUBLIC UTILITY EASEMENT FG FINISHED GRADE TF REBAR PLACEMENT TOP FACE D.I. DUCTILE IRON O.D. OUTSIDE DIAMETER BF REBAR PLACEMENT BOTTOM DIP DUCTILE IRON PIPE I.D. INSIDE DIAMETER FACE RCP REINFORCED CONCRETE PIPE M MATCH NF REBAR PLACEMENT NEAR FACE C.M.LC. CEMENT MORTAR LINED & SCH. SCHEDULE #40112" MEANS "#4 BAR AT 12" ON COATED TOB TOP OF VALVE BOX EW CENTER EACH WAY" G NEW SEWER MANHOLE EXIST. BLOCK WALL - -- - - -- - -- CENTERLINE ---- -- ---- R/W OR PROPERTY LINE ® EXIST. SEWER MANHOLE S --- �-- EXIST. SEWER LINE FM EXIST. FORCE MAIN E ELECTRIC CONDUIT & CONDUCTOR SECTION DESIGNATION: DETAIL DESIGNATION: SECTION LETTER DETAIL LETTER A A 2 2 WERE ERE SECTION IS SHOWN SHEET WHERE DETAIL IS SHOWN CITY PROJECT NO: E8K213 File Name: C013170C t'LS1.dwg SUBMITTED BY: 4 CHARD MEYER, H.C.E. 28104 STATE OF CALIFORNIA LIST OF DRAWINGS SHEET 1 COVER AND TITLE SHEET SHEET 2 PLAN -PROFILE EXISTING SEWER SHEET 3 LIFT STATION DETAILS SHEET 4 MISCELLANEOUS DETAILS SHEET 5 ELECTRICAL SITE PLAN AND ONE LINE DIAGRAM SHEET 6 ELECTRICAL DETAILS 10 x No. 281 W x DATE I% - 4 3 F i _ R _,It �� J U F PARCLt� 1 PNI 7007~ PARCEL "A",,, PM 778 Lu a -k a rt 29 ANGLE POINT rc i W t s. STA, 8+66.30 - g ?* ,. w 4 a. N4 _ y _ _ _ s-., _ --- _ lu 6- '+,' '°'. '.m"# ' _ ) _ i k i'.'". ,�- w ! a�`ty i/ "`'�''ti t4r :!f�iFY;� � F ��,dm-�,A__ ter/ $ _ -•-� N . � / .`.1 ii ,4y ' ;.ar 3' 1 K 1 y c ' ��lr' mak, _� "� i EXIST �p� E03 IQST.8" PVC SEWER tug,&u",. gS A I---------5 ------_____ $ '- ---------------------------y,--------- ------------ ----------- s M. till t 71 t s 1'~ - PARCEL "AllM7j4.12_. J .A iwom A AO1 I IF 1100 ANGLE POINT STA.6+56.01 4 .j r s 1p y. 4 r 399 0 00 - cy) J W W J 397 W _ ^ N W 00 ,Cr 395 Q w F�£V p Q -- tl < EXIST. GROUND PROFILE 39¢st7 w > wW o r 393 ' F- N --------------------- O xc-----------`_— LL1 391 _ --------------- 389 387 385 383 F--""--------- _------ - _ -S = -0.35%------ _--_____---___------- ____._._ . 381 FL ---- - --_-__ -- --- INVERT EXIST. 8" PVC SEWER 379 F� 377 £CFS 3J •SO 375 PLAN - EXISTING SEWER A SCALE: 1 "-30' 0:) J -------� Z Q r � r — U r - fr r W cc `. Q U � � r Cn rr r � r � r I � 1 � r ---------------� S=0% Q INVERT EXIST. 4" PVC FORCE MAIN IN 10" STEEL CASING 3 4 5 6 7 8 15 0 30 60 -30 8 PROFILE - EXISTING SEWER SCALES: HORIZ: 1" = 30' VERT: 1"=3 Jr Ae r 5, r ,. x Y a� i. a .. PM 1 TA :. p LUo c Mm Ir d - < co ti W � cr) --- W W z D o W cr x o C) ��+ _._ ____- ' f-- - w o EXIST. GROUND PROFILE Cn � r p� + > � 0 - O c O � s _j V 385 W LL _j _z LL> ~ 32 r W cr Y (� W Lo �- INVERT EXIST. 4" PVC FORCE MAIN\\ S \2/ 70 1'1 10 W O Q z x W 0 co 0o 0o cr > ❑ w � � W ri i +0 TU Qcf) 1/30 C. - - -- - - 399 397 f NOTE: THIS EXISTING SEWER INFORMATION PROVIDED TO ASSIST IN CONTRACTOR'S BYPASS PLAN DEVELOPMENT. THIS INFORMATION WAS COMPILED FROM CITY FILED AS -BUILT PLANS. CONTRACTOR TO FIRST INSTALL NEW PRESSURE CONNECTION PER PLAN A/3 PRIOR TO INSTALLING BYPASS SYSTEM, FLOW RATE REQUIRED WILL BE 500 GPM. 11 .0 '95 1 393 _a q co O Uu S ti c m cl) Q ` Q C C z OO o o d;( # 391 1 cL In a U-. rj LUo c Mm Ir 389 < co W Cj) ca cel w co Cn � r p� 0 co" O c O � s _j - - -- - - 399 397 f NOTE: THIS EXISTING SEWER INFORMATION PROVIDED TO ASSIST IN CONTRACTOR'S BYPASS PLAN DEVELOPMENT. THIS INFORMATION WAS COMPILED FROM CITY FILED AS -BUILT PLANS. CONTRACTOR TO FIRST INSTALL NEW PRESSURE CONNECTION PER PLAN A/3 PRIOR TO INSTALLING BYPASS SYSTEM, FLOW RATE REQUIRED WILL BE 500 GPM. 11 .0 '95 1 393 _a q co O Uu S ti c m cl) Q ` Q C C z OO o o d;( # 391 1 cL In a U-. rj SHEET NO. 1 OF 6 Ir 389 z W f- `87 �-- U) rW�) v 0 _j V 385 W LL _j _z LL> ~ 32 r W cr Y (� W QU) < n L3 W 1 331 m II O - Lu U W LL O 0 J 0 I 3�9 O U � � J 0- 377 < 1 z 375 W [Z ,__J 0— SHEET NO. 1 OF 6 ------ EXIST. EASEMENT LINE ------ -s C/L EXIST. 8"J INFLUENT SEWER L c o FURNISH & INSTALL SHADE STRUCTURE SEE DETAIL(M 6 s REFURBISH SEWAGE LIFT A • SEE PLAN A r�.r�i it i�.+� y+►y*+q.�tt _,y �.� - 11 ti ii MODIFY EXIST. � I z I Lu E T STAT 1rON-1 L �1: L ------- t w o ; { PUMP NOTES: 1. ALIGN PUMPS SO NEW UPPER GUIDE RAIL BRACKET IS MOUNTED FLUSH WITH EXISTING CONCRETE OPENING. 2. CONTRACTOR SHALL VERIFY ADEQUATE CLEARANCE FOR PUMP REMOVAL AND INSTALLATION. EXIST. 4" C900 PVC FORCEMAIN INSTALL NEW PRESSURE CLEANOUT AND PUMP CONNECTION uj z Ir w a 0 Ir Ir J z �Q � U w 06 TERMINATE AND MATCH TO EXIST. FENCELIKE EXIST. 2" COND.-� _ REMOVE AND SALVAGE EXIST. EXIST. SERVICE CONTROL PANEL, DEMO AND DISPOSE OF CONC. SLAB TPLACE 3" OF CLI I .. GATE EXIST. PROPERTY LINE BSE OVER SITE, RADE SITE PLAN UNIFORMLY & COMPACT CONSTRUCT 6' CHAIN LINK FENCE WITH PRIVACY SLATS SCALE: 1"=4' SEE CITY STD. S-10 SHEET 4. SAWCUT EXIST. DECK 30" CLEAR REMOVE EXIST. HATCH /----------._..___ -- — --- ------ fi 1 i i #4 DOWELS, �_ �___1___.�____ _L-�, 2 #4 BARS EACH SIDE c 12" 0. C. f I ( — - - t --- T ' OF CENTER IN DECK jll - -_-1__-j�. r if I I II I 1 i Q 'f co IT U ---� ---- _-- 'I I I I{ i 1 i f '1 I if 1 11 iII 411 - --- -+-- --- --- - ----- 2 EACH TYPE: SULZER ABS XFP80C CB1 WITH PEZO/6 MOTOR I° I° �ssxsa== asa-=a=wsi=ry, DN 100 SUCTION DN 80 DISCHARGE a it 210 GPM TOTAL DYNAMIC HEAD: 23.9 FEET MOTOR HORSEPOWER: 2.68 HP PUMP SPEED: 1150 RPM I II n 30, 208V I I a N n n 0 � �' T it II a , a CcW I u I u W?,. < cl)< 1 a co- n w o 1 a i II I LL O 0 If 0 Q I__ 0 T 1 r n N I a a LL I ; a -J Q t 1 - - -I_ HATCH FRAME 1 I I CENTERED IN DECK 911 1 I r Lu 6" MIN. uj f-- SAWCUT Ui ELEV. 394.50 — - -- FURNISH AND INSTALL NEW ACCESS HATCH, 30"X48" CLEAR OPENING WITH FALL PROTECTION. HALIDAY OR APPROVED EQUAL POUR CONCRETE SLAB EXIST. VENTILATION EXIST. VALVE VAULT & ACCESS PIPING HA -CH TO REMAINS AS IS. EXIST. 60" I.D. WETWELL, ��— 1 -- �. �t —` --, _ _ —r--------------------- CONTRACTOR SHALL CLEAN AND RELINE IN ACCORDANCE WITH THE SPECIFICATIONS.o :<� f f30M I I I D It I 1 I i El APPROX. LOCATION OF EXIST. 8" INFLUENT SEWERWal STAINLESS STEEL PUMP 21-0" DISCONNECT PANEL AND STAND j L — — — — -` — — — -""- — CABLE TRAY AND WET WELL VENT 1 i- L -- --------------J WITH REMOVABLE!" STAINLESS STEEL �--- -----'--------------------------� -� -- EXIST. 4" 0900 —INSTALL NEW 4" D.I.P. P.V.C. FORCEMAIN TO NEW CLEANOUT & PUMP CONNECTION , REPLACE EXISTING 4" ELBOW WITH 4" FLANGED TEE 4" ELBOW INSTALL NEW 4" PLUG VALVE WITH VALVE BOX MEGALUG CONNECTION GRATING AND GRATING CLIPS� -i' EXIST. 4" D.I.P. DISCHARGES, TYP. r-----_- ------ EXISTING Luh TRANSDUCER LOCATION CONCRETE FAD ' wl REMOVE EXIST. PUMPS & DISCHARGE PIPING & INSTALL 2 REDUNDANT FLOAT CONTROLS SULZER ABS XFP80C C61 WITH PE20/6 MOTORS, NEW c� DISCHARGES, LIFT RELEASE MOUNTS AND GUIDE RAILS. FURNISH & INSTALL DISCONNECTPANEL STAINLESS STEEL METAL GRATING TO PROVIDE ATMOSPHERIC SEPARATION PER NFPA. REQUIREMENTS #4 DOWELS, EPDXY ANCHORED @ 12" O.C. CENTER IN DECK S.S. HANGERS, TYP. oc PLAN VIEW A SCALE: 1/2"=1'-0" -0 + 1 1 -- r I I 4'-0" SQR REMOVE OLD HATCH AND INSTALL NEW HATCH WITH FALL PROTECTION SEE DETAIL,/ D 3 6" MIN. \I #4 DOWELS, EPDXY ANCHORED @ 12" O.C. CENTER IN DECK EXIST. FLANGED 90` ELBOWS TO EXIST. VALVE VAULT & ACCESSy I \ I REMAIN, CLEAN FLANGES AND ATGH TO REMAIN S IS, J CONNECT ------- 1 INSTALL NEW 30" X 48" HATCH WITH FALL PROTECTION I i #4x12" EW i ALL NEW EXPOSED CONCRETE 1 INSTALL UPPER--4-- GUIDE PPER 1 ' GLIDE RAIL BRACKET ' EXIST. 4" D.I.P. SURFACES SHALL BE COATED ' t I 4 I I DISCHARGES, TYP. CONSTRUCT 4" PRESSURE CLEANOUT & PUMP CONNECTION SEE DETAIL A 4 NOTE: VIEW OF 4" PRESSURE CLEANOUT & PUMP CONNECTION SHOWN IN REVERSE VIEW OF SECTION SEE DETAI A 4 VICTAULIC CPVC. C/L WETWELL__-4"WITH EPDXY LINING RISER 4" ELBOW REPLACE EXIST. ELBOW WITH 4" 1 I I 1 I 1 I I I I I FLANGED TEE -I --- -- #4 DOWELS, I ! i L -------_.-------J EPDXY ANCHORED 1 1 1 12"O.C. 1 1 INSTALL STAINLESS— I I_—___—_ ---- --------_- iNTER IN DECK i STEEL SCH. 40 GUIDE ; I RAILS 11 PER PUMP} 1 I MEGALUG r ►-� I n c ! i -i CONNECTION, TYP. EXIST. 60" I.D. WETWELL, tI ----- I 1 -----Y I I I I 1 EXISTIN ___ �__-- ____.� CONTRACTOR IN ACCORDANCE WITH INSTALL NEW 4" D.I.P. t` -_-- �_---y---------_--I THE SPECIFICATIONS. I I I 1 VERTICAL DISCHARGES. HATCH TO I 1 I i , BE REMOVED f I i i f I I I I J I \ I T wi —1EXIST. 60" I.D. WETWELL, — — — — — — — I — — — — i f i i :' CONTRACTOR SHALL CLEAN AND 1 �i RELINE IN ACCORDANCE WITH EXISTING WET WELL DECK ELEV. 381.62 I i ? U! THE SPECIFICATIONS. I DETAIL -HATCH INSTALLATION D REDUNDANT HIGH ALARM I 3 ELEV. 381.28 ! SCALE: 1=1-0" LEAD & LAG PUMPS I i EXIST. 8" SEWER 4 � I STAINLESS STEEL SUPPORT WITH ON &REDUNDANT HIGH ALARM STAINLESS STEEL HARDWARE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. I INSTALL NEW 30"X48" HATCH1 ^ r ----- — WITH FALL PROTECTION h` ' ! C )`'ri y° i , ; MAX. 10' SPACING, TYP. i ELEV. 380.95 I �� ��+,� i ELEV. 380.95 _ LAG PUMP ON HIGH WATER ALARM 61u i = i 1 FLOAT CONTROLS FOR INDEPENDENT I j 2 VERIFY POSITION ELEV. 380.45 I REDUNDANT CONTROL, US FILTER 9G. , I GROOVED END COUPLING WITH I \I I INSTALL PER MANUFACTURER'S LEAD PUMP ON STAINLESS STEEL BOLTS, VICTAULICRECOMMENAONS, USE SUSPENSION METHOD. t I I \ � PUMP AND MOTOR ASSEMBLY, 1 OR APPROVED EQUAL, TYP. 1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS , i f ' 3"x4" ECCENTRIC INCREASER ELEV. 377.92 ! r I I I J r POUR BACK I I LAG PUMP OFF 8000 PSI CONCRETE 2#4 ARS EACH SIDE! I ! I --,'--PUMP AND MOTOR ASSEMBLY WITH LIFT OF H TCH FRAME ! ELEV, 377.42 I RELEASE MOUNTS, INSTALL PER CEN RED IN DECKSAWCUT LEAD PUMP OFF } I I 1 1 I 1 I i MANUFACTURER'S RECOMMENDATICNS cl•' ELEV. 376.50 EPDXYANCHORED `' — — — — — - — SUBMERSIBLE LEVEL TRANSDUCER,� — — — I —.-------- . II i - @ 12" O.C. SIEMENS A10001. INSTALL PER 1 ----------- ----------- ___--= CENTER IN DECK I { I ( I -�= MANUFACTURERS I �—------? ------ --I RECOMMENDATIONS, USE CABLE 1- --- ----------------� - — — — I SUSPENSION METHOD. ELECTRONICS AND BREATHER SYSTEM HOUSING TO 60" DIA BE MOUNTED ON PUMP DISCONNECT , #4 BARS, TYP. PANEL STAND. #4 DOWELS, 1 s, #4 BARS, TYP. 6 5" 8" TYP 12" O.C. i 8.5" P°.. CENTER IN DECK SECTION E SECTION C SECTION B SCALE: 1"=1'-0" SCALE: 1/2"=V-0" 3 SCALE: 112"=V-00 3 PUMP OPERATING CONDITIONS NUMBER OF PUMPS: 2 EACH TYPE: SULZER ABS XFP80C CB1 WITH PEZO/6 MOTOR SIZE: DN 100 SUCTION DN 80 DISCHARGE CAPACITY EACH PUMP: 210 GPM TOTAL DYNAMIC HEAD: 23.9 FEET MOTOR HORSEPOWER: 2.68 HP PUMP SPEED: 1150 RPM POWER SUPPLY: 30, 208V RECORD DRAWING CERTIFICATION I CITY RECORDS NO.: zc3 C? 5.11 CZc O Q} 5 Ci m Q _. o CL Q CE 0 z 0)< O c: cry '� Q CU vu - ® Cn m ui O T �-- 0 vI �' co CcW co w W?,. < cl)< U� co- Q O w o .- a- zc3 C? 5.11 CZc O Q} 5 Ci m Q _. o CL Q CE 0 SHEET NO. OF 6 z O Q r� VJ ® Cn J W aQ LL �-- 11 co Cr �' W 0 CcW W?,. < cl)< z co- O w o _0 I— LL O 0 If 0 Q I__ 0 LL J m -J Q W SHEET NO. OF 6 CLEANOUT NOTES: 1. CLEANOUT FRAME AND COVER SHALL BE A STANDARD MANHOLE COVER CONFORMING TO THE CITY OF BAKERSFIELD STANDARD SW -6. 2. 95% RELATIVE COMPACTION IS REQUIRED FOR ALL BACKFILL WITHIN 24" OF THE RISER PIPE, 3. LID LABEL TO READ "CITY OF BAKERSFIELD PUBLIC WORKS SEWER" AS SHOWN ABOVE. SECTION - PRESSURE CLEANOUT AND PUMP CONNECTION co VICTAULIC COUP 8, PRESSURE MANE GRADE R Mal 4'SQUARE SCALE: 1 "=1'-0" 26.25'(0.67m) 2525' (0.64m) • 1.5' (4anm) h w 1.375' See Deter 'A' 1 f� 20,(0.16m) ^T OW Gpmhv 325 (083m) 1.5' (40nm) self *ohhq bled pick hole Notch lid to find pick hole L0' (256m) pattem letters, 0125' (Jam) NO NO TES• SECTION A -A MANHOLE 1.0' (25mm) pttem tetters, 0.125 (,imm) hiylh / 20' (50m) pattem letter; 0725'(3m) high / - See note it. LO' (250%) pattern tetters, 0125' (fin) high. Locotian for country of or* t AN tf ames and cows shah be tested for occuracy of fit and shah be morkdd it sets prior to ddivrry. 2. 11re seats of bones and benrii�g faces of the caters SOW be modnied for a smooth nen-raakar�g fit between the two cdWngs 3 Costys shalt be thoror/g1My donned and df ped twice in a quick-ak)rng jet -bloat d *"hc compound to PI a piotectim t oati4g 4• AN frames and coma "be gray cost iron, free from waliI crl;04 hale;, swells and cold -shot, and shah hoer a wwknanlrke fni h /ttir7!)way itaadhg should be HS 20-44. 5 Casty shat!' canfarm to the prottiston5 of the 4wifications for gray -am cas&g % sorid desgnoI ASTM..' A-48 (latest rets) pass Na rim 6. The nerve of the nimukdu6V cwn wy shad be on the underside of the corer. 7. ,tlonhole same shceY weigd) not less the► 120 obs (54kg) nor more than 250 A& (113W The cower shah weigh not less than 120 ft (514tg) nor more than 200 lbs (91kg). 8. Manhole cowers shelf how a self r1♦'O%'b19y b&d peck hole unless otherwise appro*ed by the City Engineer. 1.0' (03m) �+ --10.5' (0.27m) 075' (20nm) 0,1625' (15rnm) ,i0' �n 10' (025%) Ow qmiV t0.5' (13mm) 17' (043m) SECTION B --B 0.5" (15mm) " ! note It 1.0' (25mm) Dia cater hale CLEANOUT 1f32' (Imm) I •� 10.5 (0.27m, TOW frame (15mm) pattern• 0125"1 higi► DETAIL "A " Nochned Surfaces 9. the 2.0' (&Irnm) pottem letters on the manhole cows shot hole one of the folowiog dltsigmtem ARAN or -qWR 10. Arse *shod be designed for hi0woy toodhg of HS 20-44. 11. 2.0' x t 0' (5anm x 256%) damaad mat 0125' (5%%) doep. FILENAME. Sw-6REV EXIST. GRADE VALVE 1 - a•sf� • . ,• �+`- •. awls:;. ,, .,, • •,• ti •..••. ..,..... .... . . . ... �:;:•►'• , •�{,e�a► a • •o.���ei►•• 'Vi .,: i•: �•iei i • .•••i i�' +���•:�•❖•�•� j r::::,O,,e . • � �Sis�.•:,� ;, e:a:•��i,� •.,�•:�:•�•a�� gh�►�••+.f•.ai R� ' ✓i•J.1�..E-i..•i •.•.w...�i�., KI�•i�✓J�i•.�•LM � �S •i �A.QOO: 1f.'a' :1. .A. ... ..••Styr,�i-s�.�•�•.,:•_gnw_Kr_4SS �Z.1F_.•_-sSr+•�.�r+i•2.AObr)73'�r�-'..�•_v_� ��_•?-� �.�rCR-rr rilMlt 6EPERAL NOTES: ` fleia. Installation of fencing and gates shall be in accordance Mitt the requirewnts of Section 88-4 of the specifications entitled 'Standard Specifications, State of California, Department of Transportation', current edition. A 6" x 6" concrete curb shall be constructed under all fence, Within City parks, a 6' thick x 9' wide curb shall be used. In either case a 1 112' clearance between the curbing and the Y� -I fabric shall be used. !Concrete shall be Class kP" (5 sack) and shat2 be within 2 112" to 5 112' slump. Surface of concrete shah l be troweled ::• 1�,0 : c saooth, and brush finished. Concrete shall contain no ;additives unless prior written approval is obtained from the .77 City Engineer. Ccmerete shall be cured with a white pigmentec :•'� curia compound complying to Section 90-1.018 of the Standard +_ •_ SpeCi ications. M.C. wing WON or ""mets" Corner post shall be installed at all angles in fence line it excess of 10 degrees. TYPICAL DETAIL AT End, Corner and bate Pasts shall be braced to the nearest line post with galvanized diagonal or horizontal braces used CULVERT ENDWALL$ as compression members and galvanized 3/8' steel truss rods with turnbuckles or truss tighteners used as tension members. Fabric shall be fastened to bate Post, Terminal Post or Corner Post with 1/4" x 3/4" stretcher bar bonds at 6" on center. FENCING TABLE o HEIGHT 1 h 1tE1tilfT 2 MENiMT 3 w 5' 6' 10, DC 2'-6" 3'-0' V -O' 111 -y-Cr + 2 - 6' 3'-d Tlenk"W P•M 2 7f"!•DA "k Pio' WO 3 r C~ P%w Sow or Ft 12 s tide Pitel 5.79 a / Rt le a,p Geta Pae 7.50 • t It 11 M Cttgl0pi dhww N/+• 0 QO�C t W 1, 1 sir I z t 1 rb• 16 2 rn"as IirM Lit tont 2.70 • /Flt •.lo it/ n. 1010 with 0 r ars•aa aur til. t 11011I blk ars. 3.7a 1111 tt z.7z �, n s.gs •/ rt U it em", 2 ioeh Oak, tiew. Atter ww" looks Mia refer• P40" pier. w+wt", kiroktee tar •+d bit"M OeK after RwaIN Too AN R+•.eod I 3 • 1 2 s Siete ti 7 t•s- �! 5.79 a/fact Fabric shall be fastened to line post with fabric bonds spaced approximately 14' apart, and to last ruriner and bottom tension wires with fabric bonds spaced approxirlately 24" apart. Chain link fence fabric shall conform to the specification of ASTM designation: A 392, Class 1* *PVC PRIVACY SLATS (COLOR TAN) ARE REQUIRED Subgraoie preparatiorf shall be constructed true to oraoe anG cross section with compaction of 85% to a death of 6.54 ft. REVISED I0/4/1113 .......... urn �~STANDARD ! %a ' ffm way 7CHAIN LINK lit FENCE .•..r *rc•+ NOTE, e when wdwoad suburban screen is required, it shelf be used with CITY OF BAKERSFIELD 3 s 5 9 gdtKa fabric so cansfrueted that the snots aro lacked W"ACALIFORNIA S IO CosMwt and mpi ortly, be removed with uN r fools. ) tT+�/`C�•/ .m• DDx+oa�tra ca►,AfsTbfcfhi•r n- I? iabrte - 9Gq{,q�� 1 ve Tiwtis Ferns ��- Mall, gohrafteed after meowing ' tukrekled top and bottom etace, � f pinpoint with fmU rads J1 y ' -b: . Class"B" PC- Capt. -Gakt Posts - 3 V2" as r Goty- trip+ 1-- 7.58 M/Not r-+�--I sm"0.D 'vols Rye ; 272 a/ Fr. y • •' ttar12a1110t Or Diagphbl S'hGLE. WALNE. WWI N GATE f ,Widen - 4 feet I �� trslgnt - 7 feet ` Flame' I ?/a -O -a C-Cft fhp+ j. S11I note fork latch with lack 1�1 ssiitai tya�i 10 FOOT FENCE PEDESTRIAN GATE .-Fabric -9 Gouty. 2"mash, oetvanisea ofta *-V%, knuckled tap and / mannan / PEDESTRIAN GATE ' kd,u stable firaee tiod. ETyp, '° "n0 1aL_yE GCTF all gates) Width - - 12 tet Neght ',y6 $r 71Y J Frage. , 've O.D. Gow. ', 1 t moa •- Gov Post - 2 7/8' y' ' • 2.72 w too, ,. OLD Goty. ?lige Tw"buekle- Cotpttrreisl locking 579+/foot I device vok drop bar � Gass "9" PC. cape brace Willie= read$ - DOUBLE GATE M;n T2 GENERAL NOTES; SYbgrtsde a►ellaration shall be constructed true to grade cod chain -Link topic+ fabric shod conform to the specifications of ASTM Cross section with compaction of 85% to a depth of 0.50 feet. Designation- A 392, Close 1. Conon,+ shoe be Corsa •B" t3 sack) and shall be within 2 V2" fa Insto114tion of tenting and pates shall be in accordatta with Int 5 ter Slump. requirements of Section 90-4 of the Standard Specifications, Seale of Surface of concrete stoon be traweled Smooth, and brWh finished. t.u"Or"I Business ono Tronsbortation Agency, offoartrnent of Transaartation, current edition, and these General Notes. Ctmtasrt shaft conform no adttihves unless prior written approval rer as sp+enfied is obtained from the City Engineer. CarW by C-0-8, St+rdard Drawing S-10 shall be continued under gates. Concrete $Hall be cured with o Mille pigmented cuing Compound complying to section 90 - 7019 of the Standard Sttecific+ttons R I ' ! ° r �) j L 1 End, Conner and Gate Posts shall be braced to the nearest tine Post with galvanized diagonal or horizontal braces used as compression members and golsomzed 3/8` steel truss rods with kgrv"••'"".ur...• ..r turnbuckfes of truss tighteners used as tension member • Nav T When redwood suburban screen is mquir+d*,t snail be used With 395-9901 14 cc se only be om ,not the stats do honked mrd Position and ccn only b+ removed with use of toms Frames shall be mode with fittings or waded, with wetds ground smooth, end r+guly+meed. *PVC PRIVACY SLATS (COLOR TAN) ARE REQUIRED STANDARD CHAINLINK �G` R .ore. GATES None CITY OF BAKERSFIELD it CALIFORNIA tiNQile[E1111Vd agrsxrlKCRrr I n- I� RECORD DRAWING CERTIFICATION CITY RECORDS NO.: U o Foam - 9 Gouge. 2" rn cc, Irwsh, gowemsed C), f t, after welpI 1 °' knucklet top and LL ti{ : ` baron. Ill m �tYa F WALK ATW�L K�T Width - 4 feet d T I+shgnt - 58- or to U Cn +; CY) . 1716'0.0, 11 c�i m c opo Gov. Gov.. Pipe 0 QO�C / 2.72 a/fop ' Sin01e goto fork T n- : 1010 with 0 J D left E_ W U � Class "B" PC Calc. : it U) ' Gate Pool- 2 7/8" as GOV. Pine •. i t•s- �! 5.79 a/fact WFT- r1• .! ` "o- '� PEDESTRIAN GATE ' kd,u stable firaee tiod. ETyp, '° "n0 1aL_yE GCTF all gates) Width - - 12 tet Neght ',y6 $r 71Y J Frage. , 've O.D. Gow. ', 1 t moa •- Gov Post - 2 7/8' y' ' • 2.72 w too, ,. OLD Goty. ?lige Tw"buekle- Cotpttrreisl locking 579+/foot I device vok drop bar � Gass "9" PC. cape brace Willie= read$ - DOUBLE GATE M;n T2 GENERAL NOTES; SYbgrtsde a►ellaration shall be constructed true to grade cod chain -Link topic+ fabric shod conform to the specifications of ASTM Cross section with compaction of 85% to a depth of 0.50 feet. Designation- A 392, Close 1. Conon,+ shoe be Corsa •B" t3 sack) and shall be within 2 V2" fa Insto114tion of tenting and pates shall be in accordatta with Int 5 ter Slump. requirements of Section 90-4 of the Standard Specifications, Seale of Surface of concrete stoon be traweled Smooth, and brWh finished. t.u"Or"I Business ono Tronsbortation Agency, offoartrnent of Transaartation, current edition, and these General Notes. Ctmtasrt shaft conform no adttihves unless prior written approval rer as sp+enfied is obtained from the City Engineer. CarW by C-0-8, St+rdard Drawing S-10 shall be continued under gates. Concrete $Hall be cured with o Mille pigmented cuing Compound complying to section 90 - 7019 of the Standard Sttecific+ttons R I ' ! ° r �) j L 1 End, Conner and Gate Posts shall be braced to the nearest tine Post with galvanized diagonal or horizontal braces used as compression members and golsomzed 3/8` steel truss rods with kgrv"••'"".ur...• ..r turnbuckfes of truss tighteners used as tension member • Nav T When redwood suburban screen is mquir+d*,t snail be used With 395-9901 14 cc se only be om ,not the stats do honked mrd Position and ccn only b+ removed with use of toms Frames shall be mode with fittings or waded, with wetds ground smooth, end r+guly+meed. *PVC PRIVACY SLATS (COLOR TAN) ARE REQUIRED STANDARD CHAINLINK �G` R .ore. GATES None CITY OF BAKERSFIELD it CALIFORNIA tiNQile[E1111Vd agrsxrlKCRrr I n- I� RECORD DRAWING CERTIFICATION CITY RECORDS NO.: U o rn cc, � C), d CU °' LL _J l 1 m W d T J U Cn +; CY) C/) CO 11 c�i m c opo 0 QO�C y 0 a� IL T n- co rl- ! e i� tr m `7' 0o 3 3 s�Otd ' o C- 0 CL o SHEET NO. OF 6 z O � d _J l 1 L"- W J Lu Q U) W LIJ W Q ��<0 y �o�z IL W `�z�Q O^ 0 O E_ W U � U) WFT- SHEET NO. OF 6 7 ELECTRICAL NOTES 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. &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. ABBREVIATIONS U.O.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 METER CURRENT TRANFORMERS T1 MOTOR STARTER, NEMA SIZE o ENCLOSURE BC BATTERY CHARGER CONDUIT BREAKER, MAGNETIC TRIP ❑ ENCLOSURE -o o- PM PEACEMAKER SCRUBBER CC CONTROL CABINET W I PMT PAD -MOUNTED TRANSFORMER CKT CIRCUIT TRANSFORMER = r PNL PANEL DP DISCONNECT PANEL CONTACTOR COIL - E- - CONDUIT AT 24" BFG SG STANDBY GENERATOR FU FUSE RECEPTACLE CONTROL CONDUIT WITH WIRE SP SUMP PUMP H PROTECTOR HEATER SPD SURGE PROTECTIVE DEVICE HMCP MOTOR CIRCUIT PROTECTOR WP WATERPROOF HTR HEATER VFD VARIABLE FREQUENCY DRIVE Iry I b ---EXISTING PG&E 120/208V 3 PHASE 4 WIRE UNDERGROUND SERVICE llI___-'-PB1 PULLBOX, CABLES BY PG&E i i i i EXISTING CONTROL I- - - - t 1 S1 NEW 3" C.O. (NEW CABLES BY PG&E) PANEL "EP" TO BE REMOVED I M PG&E I METER I METER PEDESTAL AND 200A 3P I METER/MAIN 120/208V 3 I N ) MAIN I PHASE 4 WIRE WP PANEL 3"C., 4#3/0, 1#6 PORTABLE EMERGENCY MTS MANUAL TRANSFER GENERATOR, BY CITY L - - - - - - - SWI1`CH, 200 AMP 4 POLE I CP W200C PTA 3 - - - 20OA/4P I OUTDOOR -PAD MOUNTED 208VCONTROL PANEL; NEMA 3R PHASE 4 WMRE --- L---------� 200 AMP BUS 15A 15A 12 0A �I MCP MCP 2P SURGE PROTECTION --i `�� p o* * I L_----- -- — —— - G—J- 1"C, 3#12, S2 ----- MLC -- 1#12G 120/208V — EACH S3 PANEL LA I-#1 /0 BC TO GROUND WELL DOWN -HOLE RATED CABLES, TYP. S.S. PUMP DISCONNECT PANEL - "DP"---, 6 CONTROL WIRES IN 1" C. FOR -- FLOATS AND TRANSDUCER 1"C, 4# 14, CONTROL WIRING FOR PUKAPS AND TWO FLOATS FURNISH AND INSTALL NEW— CONTROL PANEL "CP" SEE DETAI C 6 NEW METER PEDESTAL AND MAIN s 2-1"C ' -1"C, S2 3#12,1 #12G EACH S3 FURNISH & INSTALL PG&E APPROVED SPLICE BOX •Y E E. — — - -w- NEW W -NEW 1-3" C. REALIGN CONDUIT TO NEW Si METER PEDESTAL, COORDINATE NEW 480V CABLE REPLACEMENT WITH PG&E) CONSTRUCT GROUND WELL SEE DETAI D 6 ESS/p�,,, L 4a� * NO. E8339 enew on 9/23/18 U'9 F�ECTRWGr�" '\Q TF OF- CAL\FOS t t CONNECT DOWN -HOLE CABLES FOR t NEW PUMPS AND MOTORS, P1 & P2 t r ---------III I III t II t , I I I - -- Li -----`---J-/ - i W Www DEPTH TRANSDUCER w REDUNDANT FLOAT SWITCHES r --- ------ ---- ---- CAP AND ABANDON -------------------- EXIST. CONDUITS t ------------------- -----; \-REMOVE EXIST. SLAB AND I ---------------------------SALVAGE EXIST. CONTROL CABINET t t I. --- ------_fig -- - t . LOCATE CONDUIT AND CONNECT TO A wSS NOTED >, ON LEFT AND REMOVE/ABANDON THIS PORTION I- - - - - - -AS NEW I CONNECTION IS ESTABLISHED I r -------I I (EXISTING PG&E PAD I I t OUNT TRANSFORMER( I t I NOT ORIGIN OF SERVILE I I I L ------ J I L --------- ELECTRICAL SITE PLAN A SCALE: 7 "=4' 5 DP DISCONNECT PANEL DOWNHOLE CABLES, *NOTE: SHUTDOWN OF PUMPS IS TO BY PUMP MFR. BE THROUGH TIME DELAY RELAY WITH Im M UP TO 10 MINUTE DELAY. P-1 P-2 2.7 HP 2.7 HP 10FLA 10FLA 3 PHASE 3 PHASE 208V 208V ONE LINE DIAGRAM B NO SCALE 5 y 12 3 14 1E 17 . 19 20 21 22 23 24 2:3 g 2? 3 29 0 N W T— o o CO � � rn rn � cn Uco " co c o 0co`~ 0 m W o co U7 CO w wcp 0 c� m CO c'L 0 : coo CO.sc.)j :Q) o0a ENNUI 0 �^ ELECTRICAL SYMBOLS 00 GENERATOR �q PANEL 'LA' �j JUNCTION BOX i LIGHT OMETER CO \(D\ MOTOR 06 z � W METER CURRENT TRANFORMERS T1 MOTOR STARTER, NEMA SIZE o CONDUIT STUB -UP AND CAP ` SWITCH CONDUIT BREAKER, MAGNETIC TRIP ❑ ENCLOSURE -o o- AUTO TRANSFER SWITCH U- o w W I J GROUND CONNECTION 3/4- X 10' ROD 1U�1 TRANSFORMER = r ® GROUND ROD AND BOX COVER C CONTACTOR COIL - E- - CONDUIT AT 24" BFG WITH CONDUCTORS l�J RECEPTACLE CONTROL CONDUIT WITH WIRE Iry I b ---EXISTING PG&E 120/208V 3 PHASE 4 WIRE UNDERGROUND SERVICE llI___-'-PB1 PULLBOX, CABLES BY PG&E i i i i EXISTING CONTROL I- - - - t 1 S1 NEW 3" C.O. (NEW CABLES BY PG&E) PANEL "EP" TO BE REMOVED I M PG&E I METER I METER PEDESTAL AND 200A 3P I METER/MAIN 120/208V 3 I N ) MAIN I PHASE 4 WIRE WP PANEL 3"C., 4#3/0, 1#6 PORTABLE EMERGENCY MTS MANUAL TRANSFER GENERATOR, BY CITY L - - - - - - - SWI1`CH, 200 AMP 4 POLE I CP W200C PTA 3 - - - 20OA/4P I OUTDOOR -PAD MOUNTED 208VCONTROL PANEL; NEMA 3R PHASE 4 WMRE --- L---------� 200 AMP BUS 15A 15A 12 0A �I MCP MCP 2P SURGE PROTECTION --i `�� p o* * I L_----- -- — —— - G—J- 1"C, 3#12, S2 ----- MLC -- 1#12G 120/208V — EACH S3 PANEL LA I-#1 /0 BC TO GROUND WELL DOWN -HOLE RATED CABLES, TYP. S.S. PUMP DISCONNECT PANEL - "DP"---, 6 CONTROL WIRES IN 1" C. FOR -- FLOATS AND TRANSDUCER 1"C, 4# 14, CONTROL WIRING FOR PUKAPS AND TWO FLOATS FURNISH AND INSTALL NEW— CONTROL PANEL "CP" SEE DETAI C 6 NEW METER PEDESTAL AND MAIN s 2-1"C ' -1"C, S2 3#12,1 #12G EACH S3 FURNISH & INSTALL PG&E APPROVED SPLICE BOX •Y E E. — — - -w- NEW W -NEW 1-3" C. REALIGN CONDUIT TO NEW Si METER PEDESTAL, COORDINATE NEW 480V CABLE REPLACEMENT WITH PG&E) CONSTRUCT GROUND WELL SEE DETAI D 6 ESS/p�,,, L 4a� * NO. E8339 enew on 9/23/18 U'9 F�ECTRWGr�" '\Q TF OF- CAL\FOS t t CONNECT DOWN -HOLE CABLES FOR t NEW PUMPS AND MOTORS, P1 & P2 t r ---------III I III t II t , I I I - -- Li -----`---J-/ - i W Www DEPTH TRANSDUCER w REDUNDANT FLOAT SWITCHES r --- ------ ---- ---- CAP AND ABANDON -------------------- EXIST. CONDUITS t ------------------- -----; \-REMOVE EXIST. SLAB AND I ---------------------------SALVAGE EXIST. CONTROL CABINET t t I. --- ------_fig -- - t . LOCATE CONDUIT AND CONNECT TO A wSS NOTED >, ON LEFT AND REMOVE/ABANDON THIS PORTION I- - - - - - -AS NEW I CONNECTION IS ESTABLISHED I r -------I I (EXISTING PG&E PAD I I t OUNT TRANSFORMER( I t I NOT ORIGIN OF SERVILE I I I L ------ J I L --------- ELECTRICAL SITE PLAN A SCALE: 7 "=4' 5 DP DISCONNECT PANEL DOWNHOLE CABLES, *NOTE: SHUTDOWN OF PUMPS IS TO BY PUMP MFR. BE THROUGH TIME DELAY RELAY WITH Im M UP TO 10 MINUTE DELAY. P-1 P-2 2.7 HP 2.7 HP 10FLA 10FLA 3 PHASE 3 PHASE 208V 208V ONE LINE DIAGRAM B NO SCALE 5 y 12 3 14 1E 17 . 19 20 21 22 23 24 2:3 g 2? 3 29 0 N W T— o o CO � � rn rn � cn Uco " co c o 0co`~ 0 m W o co U7 CO w wcp 0 c� m CO c'L 0 : coo CO.sc.)j :Q) o0a ENNUI 0 �^ 4 00 QCf � T ccLli W� Q � �< i7� m C/) !Q CO OR ui C EL 06 z � W �U0 Z0 o W oo�C� a o l< U- o w 0 SHEET NO. 00 OF 6 0 cc QCf � T ccLli W� Q � �< w CE Q 0 W _I W z 0 W LL0 0 i u- 0LL_ ui C EL 06 z � W J_ W m = U w W n- J W SHEET NO. 00 OF 6