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1539 d v CARDIFF SANITATION DISTRICT WORK TO BE DONE ABBREVIATIONS Acrylonitrile Butadiene Styrene M P STATION PUMP REPLACEMENT The improvement consists of the following work to be done in (Plastic Pipe) A.B.S. CO AST AST B LV D m P U Asbestos Cement Pipe A.c.P accordance with these PLANS &SPECIFICATIONS attached hereto: Asphaltic Concrete A. C. Bench Mark a. M. I. Replace existing dry pit pumps with submersible pumps Cast Iran Pipe C.I.P COUNTY OF SAN DIEGO STATE OF CALIFORNIA installed in wet well. Concrete Encasement Conc.Enc. / 2. Construct new covered valve box and force main interconnect. 3. Revise electrical as required. Cons Const. Corrugated Metal Pipe C.M.F. Crushed Rock Bedding C.R.G. Deflection Angle 6 111 ,6 L Easement Esmt. i Elevation El. Existing Exist. Field Book F. B. Gas Valve G.V. Manhole :A.H. Pu Station Percent NOTES Plug Power Pole P. P. All distances shown on these plans are horizontal distances unless otherwise noted. Property Lire R Reinforced Concrete Pipe R.C.P. Right of Way R / W Road Survey R.S. Elevations shown are in feet and decimals thereof above the U.S.G.S. Datum Plane. Septic Tank S. T. All points between designated elevations shall conform to a straight line, unles Telephone Pole T.P. shown otherwise. Vitrified Clay Pipe V.C. P. Water Meter W. M. Water Valve W. V. Underground Polyvinyl Chloride P.V.C. d compares. It existin util ac cor di ng be the responsibility of o e CONTRACTOR to contact those o EX/SrING SAN EL.i ✓0 companies for exact location and depths. TRUNK SEWER J SYMBOLS OF EXISTING TOPO - & 3w I EX /9T //VG 0 IM ME TS i I�FORCE MA IN Sewer lines S EXISTIN S — _ — _ _ _ _ _ _ _ G GRAVITY r SEWER a DEX Gas lints G G G— OLD HIGHWAY COAST BLVD I N Electric conduit E E E Telephone conduit T T T— MH' l Description Sheet No. Water lines w w W— PROJECT LOCATION Title Sheet 8 Plot Plan. I BoAedOfvtirefox* — x— x —x —x— Z PUMP STATION Wood or rail fella( 5A A/ EL /L/0 STATE PARK ���� Mack wMl � Site Plan 2 Demolition &Salvage Plan 3 Asphaltic Surface w / OCEAN Pump Station —New Work 4 (Buildings -- :. PAC�F�G Pump Station— New Work Details 5 Existing Facilities New work Electrical Details 6 LOCATION MAP SCALE: l = 2 FLU -� -- - - RIVERSIDE - _ COUNTY - - - - -- — RA — —T FALLBR PALA I PAIW LLEY PALOMAR L AMOUNTAIN WARNER gp � I RI CON S�IN�GS UIS EY LAY TIS BORREGO OCEANSIDE I CENTER MESA CARLSBAD S A N GRAN I .YSABEL THE NARRdMSI 1 LA i, LEUCADIA DEL >• ENCINITAS RIGS ONA NNER n CARDIFF H BREACH FE D E G 0 VALLECITO I Z Y p to T T NT LA JOLLA DE TAY LA6UNA IA ME J PACIFIC BEACH v COUNTY MISSION BEACH A A5- G/ V/L Tv OCEAN BEACH rMIJEY d JAMUL 4 z9; y I/y Approll� by �a Contractor agrees that hr- shall assume sulc and complete responsibility fur job cite conditions (luring the course of construction -f this Projcet, inclu(liug safety of all t _t I LZURA JAC �/ ) / ( persons and property; that this rcquii -nt shall apply continuously and not be lim- RERO /// xted to normal working horns r and that the Contracto shall defend, indemnify and s :. 1P IMPERIAL CITY - ALMM - -- gold the Owner and the Engi ncct harmless from any and all liability, real or alleged BEACH _ YS- MEXI in connection with the perfurrnancc of work un this Prole ( -t excepting for liability >� arising from the sole negligence of the Ownct or the Engineer. RECOMMENDED BY: —/ REVISIONS BY APPROVED DATE COORDINATE INDEX SCALE: HOR. VERT.. WORKS DATE C� HIRSCH &COMPANY DEPARTMENT OF PUBLIC • ti. -r W.O. tf �' °� R.S. r DATE �O�S 8� N. E. CONSULTING ENGINEERS LIQUID WASTE DIVISION APPROVED BY: DATE o � San CONST. COMPL. D Rainier Ave. Suite 100 San Diego, California 92120 FILE NO. County of San Diego, 5565 Overland Ave., San Diego, CA., 92123 AS BUILT REV. SHEET I OF SHEETS :6g t� d D aM EiN P W % Eg f 0 1 E N T i 0, n»j °s E: D A L , Q E SAN € E "4• €« � _ _.. 5NT 3 E XISTING IN v 'y� �T TI ON `k t ' s ' GAS S U Rvl F q ..: "_ "_ 3_ TEMPORARY PY PASS PUMPING f' - ..... s 'r!°9 a �.. G °� c.`. :.e_^ 000 FORCE MAIN . �� _x�f� � €� _ _ _ ..- �-- .. _.m..... _.� _ _......,» _ ,._____,.,. ��'A, + � € I Y a, ♦",,.� � 4,,< ; "�` "3'W PER sn < '` L SEE SI --IT. 3 __. �` -- p I RA ii 4' VALVE BOX SEE 5WT. 4 COV ER t SRO E £ ,,. L. 4» - - , � . � .m £ a� t R P g t w 3 I Y ,' D. VERT. 3 - < ♦ +5 �� s . _ d 1 • iY 4, .. E,- 811 ;F S EW E R XI E ST. VGP ,do� a s♦ € s F o -4 SEWER MN. tJO. 1 a¢e � ,d ` c c I s ,a ,,` ..�� ,i - _ _ _ _ _ ,� -.__ ,.��� SEWER STA. 2 +23.2 co W ., . ' Y- ,_ . -cit ,.♦ .... Q � U . _� ,,,.., �:..ti.. _...�_ __.. Y.. vn.3. € .,'V•^° � .,.,, m + „ a E J (/1 W Q , F - ^¢ i r °?�? ; , ' �.:, ^ __. ,...,,.,,, - .... i x cc ._ _ 000 ,�. +. € " 3, >,.. ., _ _ ,r;°q _ tea ._.�L.� _._ . ............ ...^. . PROJECT SIT 3 € ,...•♦\ ! y r £3Af , €z &.^Y'°`...1 g �i . llv ""P ` 2� SV o $,� , ' 4n z a» ... m.,...,r.»"'.".., ,.........�` .,».....,,mac...," . ................ ............ P m F Th �,,a,`p $z �+t , RAIN E DE TA I L (1 7Z x _ I , �t 3 A � bq E �^ ' s t v t . o- j \ w , ♦ II f / J z "K } / y E € E f 0,� + fib; J` f♦ ♦ s f f f� y: f � , q# , , t s , is -, ,/ / i •'� _. �. CONCRETE BROKEN _ � _. -- _ - STEPS M /SS /NG - BEFORE WORK S74R7EO PRIOR TO WOR/f P� - f T, i A - As BU /L T�s - � rov b coLe d-u HIRSCH & COMPAN CONSULTING ENGINEERS 4420 Rainier Ave. Suite 100 DATE Q SCALE : HORSan Diego, California 92120 . I � RECOMMENDED BY: f G � REVISIONS BY APPROVED DATE COORDINATE INDEX COAST BLVD. PUMP STATION t ° Irk dl yn l� b DEPARTMENT OF PUBLIC WORKS a� DATE s i N. E. PUMP REPLACEMENT W 8 R.S. LIQUID WASTE DIVISION APPROVED BY: CONST. COMPL. SITE PLAN FILE NO. County of San Diego, 5555 Overland Ave., San Diego, CA., 92123 DATE -- AS BUILT REV. SHEET 2- OF 62 SHEETS Ucs ICA'-�(S6g N C R F T C M, AN mIl 14A 1k Wz`L L L M�G N D IL- - wt N G7 157L DUCT S L F Ppz jNj G P U M P $ R B LJOW E R M D I F 1 E R. IN VIl H - K 4 C F, v A, V 3IJ . .. . . ............ rp/ �cL,4 T 7 7 ZIP ------ �u i ,..f P? IVA L EE'KAL CONTROL PANEL VIA 3T if N _T R­ T RA L 31 0 Y P L'i G IVA LV E 0 ­F1 J, F i_ G� X L A PE _7-4 9CIELL, N 3 z C 1 T Cj P V A D A P I E R 6"0 WE'L SLOWER m L UIM t" I pvf) L . ........ .. R C'I M W E R T C) G' 4f-60 �"poc, T, w - — — ----- --- ------ ---- - -- 0 - Z OL H . . . . ...................... . 0 L' I- E T R ICA L 0 I,5 E v�P'! E _Y SE 36 S,4 : i C 4 S FLAT _a,& 1a � 1 - m N 4 OL L F >7� o VU . . . .... ... mAN H(_ )LE CPLG RIN N 1 N "I HAT H I& F- I pV P A e V C, R 0 "',azw, 0 4 A­ D S 01'� I 4, 'M \g v 2 REMOVE EXIST. w WATERPROOF PLUG 111L REMOVE EX15 ... . - -> VV ET it = WELL BLOWER PUMPAIR AND APPURTENANCES L eMll 'I, Ix k ml, TO WET W El L TO REMAIN INTACT RELEASE LINES . .......... ........ . .. 7 . . .... REMO\/E. EXI , 4-! , qo ELL 4 2 c), TI-4RU5T BLOCK - REWORK AS Z SHOWN ON 5WT 4- 7 . . . ............. . . . . . . . ........... u r cc NOTEL: T DISCONNECT 4 REMOVE m, vw I REMOVE AND 5ALMAGE ff_'%AI57ING BLIND FLANGE EXISTING PUMP POWER4 CON`T�ROL — — -------- - ---------------- PUMPS VALVES AND PIPING P 'L,�, I""w ....... CADLE.5�CONDUIT 4 PUMP 0 u C u 8 GAI PLUG FROM PANEL T&. STATION PUMP-lb 14 A I R FMOV BUBBLF�R I r B L, ET L H ST, 0111-1 P .. . ................. TQ11 I)k . ..... .... Z "K . . ......... — ------ I , . ........ ........... CUT TA PLUG )ST S P P MWI "A": 3 L. Su W 41 s E E fD E A I CUT AND r TOP OF GRATING PLUG CHLUPHNAT cu PL • . ... ....... PUBBER REMOVE EXIST. GRATING WET WELL ..... .... .... --- . . .. ........... REWORK A5 AL ALL - *1 4SUPPORT5 SLOW ON 5"EET 4- PUMPS, VALVE5 AND ........... 3 N P T X 4' _T EXIST BLOWE�RIDE - REMOVE AND SALVAGE X4cLjND I X RD ­­TOP �­,F N A N" F '�AME I FLANGED PIPING I-4UNIO)FIER AND L t CAP APPURTENANCE W/ T H R EL A C — F-)(15'T. CONC PUMP • TO REMAIN INTACT j 4 MOTOR EASE EMER, HX i E 4 . ........ ... K'1:1 IkILEVER 4 PR ELJ '0,15 &L— J-1 TO REMAIN It ......... . . .. .. .. .. ......... . REMOV 5AL:VAGF_ STP 4 1 .0, zY FECAST 2 ... ... ... . - ------------ - I, A '10 Llt" C RE"N CONIC �X W, - zI: I: TA P E m A4 A�L �j A& "0 R k! G, A LT, 0 Ly re 5 4 411 / E IN E ANCHC�R BLOCK 4 j w "L"""\ . ... . ...... .......... . ........ .......... ......... . 4 . ... . 'PPnQ T F R 0 M, I�I6' DEEP W, W Ww" A m, "MM"', CtEAR W E T W E L L) �'��E MIJ x R.G ELI �f- 4 1 00 .. .. .... ...... ................ �_J Ok 1 0"'p SEINER v. P A L It s, L E' `4 - - _T- CK4�10� T A nl� 4 AT E 0 5, - __T H R U S T 8 L 0 C K (4 L T`)B EA R N _0 ALL AP�"_)ILJWI%� AREA S E C T 10 N 'A E 40 ur_ NC Y A .......... a. MNNECTION F 0 R IK P U M SCA! E� 3/4' SEE D w �L �I DE TA'' RF-MO\/P- E GROUT 7. OCD 7 To ff- L N. X'so 67e J M Af 9�//z TS 6 z r ,7. t .f ......... ... bV T&B, HIRSCH COMPANY CONSULTING ENGINEERS 4420 Rainier Ave. Californ Suite 100 San Diego, ia 92120 RECOMMENDED BY: DATE REVISIONS BY APPROVED DATE COORDINATE INDEX COAST BLVD. PUMP STATION DEPAR�MENT OF PUBLIC WORKS PUMP REPLACEMENT SCALE: HOR.3/4!'=;' VERT.— LIQUID WASTE DIVISION APPROVED BY: i��gza —DATE N. E. DEMOLITI & SALVAGE PLAN W.O. # , 7, �T L rx, L L "_"I ED County of San Diego, 5555 Overland Ave., San Diego, CA., 92123 DATE CONST. COMPL. FILE NO. AS BUILT REV. SHEET 3 OF 0 SHEETS UC s - Iq 71 _T6 v b NEW 4" C. I • 4" PLUG VALVE 45° EL PER SPECS yl N CLEANOUT EW BLIND FLANGE EX15TING 4' D.I•P 5POOL DIA • D-1-P. PER SPECS a9 .. '7 GUIDE RAILS, LIFT CHAINS ELEC. CABLES .: SHALL BE LOCATED IN SUCH A MANNER NON 5WRINK +; o •,, ;.• NEW CONCRETE REMO E 1NSTALLED B E O PUMPS AN BE r GF2ouT TI -TRUST BLOCK ►. PLUG OR '� 2FT. SQ x I FT TH E ICK PERSONNEL WITHOUT PHYSICALLY BAKER OR DRE55ER CAP NTERING THE WET WELL. 4' DIP. TYPE COUPLING. WATER PROOF CABLE CONNECTOR (4 RECQ D) p TO ENABLE DSCONNECT FROM OUTSIDE C.I.45 EL. Fr'I- STA. 0+00 AFTER LIFTING HATCH COVER. 5ECTION E EXI5T. WET WELL BLOWER No SCALE 4 I& - D TO REMAIN FORCE MAIN INTERCONNECT DETAIL NON 5HRINK GROUT '4' .5TEEL NO SCALE TYP. 1 RUNGS -L E ELEV. I Z. 5 b' • 3 ; 'h ^ PRECA5T CONCRETE VALVE VAULT PER SPEC. 7. a 5WING CHECK 4" DIA. KEEFLE�C ,'n - VALVE PER SPECS. RESTRAINED COUPLINGS 7 14 b OR EQUAL LEVER ACTUATED SURVEY BASE LINE SPECIAL WELDED 5P00L_ - - - A55EMBLY SEE DETAIL MIN. A PLUG VALVE PER SPECS ON SHT NO. 5 rj b o - -PIPE SUPPORT COAST BOULEVARD 4' O "5QUAFRE FPiEC.A5T CONCRETE THRUST GUARD RAIL 0 -100 P51 VALVE BOX WITH SWING UP _ RE RAit SUVPORS 4 BLOCK PRESSU GAGE= COVER -- QUICK5ET GP5 -3107 A %e 2" PVC DRAIN ® W /SHUT OFF � 4'- O "50, REF WITH STANDARD P -TRAP . -+� OR EQUIVALENT 5 p VALVE PER \ ¢ _ 4- 3 CLEANo� z Y z 1 0 r- _ 4 DIA. SPEC • WATERPROOF I 0 0 � 0 �� - - -- - - _ D.I.P. 5URF CLEANOVT ELF-C. INLET Q 4" KE�FLEX TYPE FLEX o = ci o z = = - -fi / _ I I `} - -- __ WITH PLUG WATERPROOF 4,_9.. WITH RESTRAINT BOLTS. - -- - — ,q —w -- -�- -- ELEC• CABLE (4) ,hh IO — _ 45 ° C.I. EL PER SPEC. 4" w D.LP PUMP LIFT GUIDE I-' I1 2� /A 2" BALL VALVE PER .5PEG RAI L5 - 2' ( 5T. 4" PLUG I I STL. PIPE SEALED d -11 /] INLET VALVE PER I - 4" SWING CI -IECK I MIN Z 6 AIRTIGHT AND I'ls . `\ 2P A5. I i VALVES PER 5PEG WATERTIGHT AT ° o, 2 PLACES I I DS. ALUMINUM GRATE �� ` L BOTH EN W E WELL ✓ I !i /CTAUL /C FLAN6,-X °; PLATFORM 2 "� PVG �, I I - 4 ° ' FLEX COUPLING • I '• ` — — DETAILS I .6 DRAIN RE 0.1:` '_o ' 4(•, D �•' -:° 7 1 STRAINED TYP. 1 LL IU'-Co" 2 =o KEEPLEX OR EQUIVALENT 4 =9 °g I 0.00 G � � I / � 5 ., 4•• U d SCALE 1 ° = 5 - O I PLAN VIEW - STA . , WET WELL VALVE BOX I ' 0 0 0 o LIFT CHAINS PIPE ANCNUR YOKE �ri- -- — —� SEWAGE. �_) INLET a' — 2.5 ELEV. I. EXI5TING DRY PIT PUMP STATION - REMOVE I - -- _ of HIGH LEVEL 0 PUMFZ), VALVE'S AND PIPING AND PLUG PIPE OPENINGS 0 0 0 2. EX157ING SEWAGE WET WELL REVISE PER DRAWINGS TO INSTALL SUBMERSIBLE PUMPS AND NEW 4" DIA. DISCHARGE PIPING- j� I ` s.5 ELEV. 3. NEW VALVE BOX PER DRAWINGS • — _ —� ° I' LOW LEVEL 4. NEW 4" DIA. FORGE MAIN - D.I.P. P. PER SPE DUAL 5U13MER515LE NON WITH FLANGE COUPLINGS CLOG SEWAGE PUMPS IN SECTION >] PICKUP EX15TING FORGE MAIN AT EX15TING 13' /s" 13'/8 AU D LIF DISCONNECT —ELEV. -7.0 PUMP STATION OUTLET. STA. 0 +00 AND LIFT UP CONFIGURATION c - s -_ o •'' a -, o NO SCALE !!1 I- IYDR- O -MATIC 54M PER SPEC. AV _ 0'. . 5. EX15TING 4-" DIA. FORCE MAIN - FIXED DI5G4- 1ARG -iE ELBOW - EX15TING EMERGENCY PUMP CONNECTION DISCONNECT FITTING. IN VALVE BOX I... PLAN VIEW - PUMPS VALVES 5CALE CP.055 5ECTION - WET WELL VALVE BOX DETAIL 5CALE 12 1 �s BU /L /7,S N° 4 6y - 1A2te / / 0 HIRSCH & COMPANY- — CONSULTING ENGINEERS 4420 Rainier Ave. Suite 100 Q San Diego, California 92120 RECOMMENDED BY: f REVISIONS BY APPROVED DATE COORDINATE INDEX COAST BLVD. PUMP STATION Z NJr rLL k DATE PUMP REPLACEMENT SCALE: HOR. L' =s.'o" VERT. DEPARTMENT OF PUBLIC WORKS Vasa-- f2� DATE N. E. W.O. # R.S. PUMP STATION - NEW WORK LIQUID WASTE DIVISION APPROVED BY: ice DATE`/ // Jam, CONST. COMPL. FILE NO. ` "� County of San Diego, 5555 Overland Ave., San Diego, CA.,92123 —�� AS BUILT REV. SHEET 4- G SHEETS UC S- N 3IT4, F I NON • SHRINK - GROUT TYP. \ / STD ALUMINUM GRATE „ 1'/4 x 3 /Ilc" BEARING BARS @ 1 /I(o / \ / ., O.C. W/ 4" CRO55 BAR 5PACING i 2 "x2'x' 14" \ ANGLE 4 CLIPS \ \ \ (oOCol -Tlo � ' 3'x (p 1 /4" TH (DOCoI - TG PLATE W I' BEND R f AT CTR / I 4 "x 2'x, 15 WEB CHANNEL <oDCol T(o \ \ / 0 35 R GRATE) � 4 "x3 "x.15 WEB \ &OCol -T(o 1 CREAM \ , 2 , WEJIT ANC140 - - — - 3 Y2" s r l 1 5 I S NEOPRENE STRIP / I '7 1 12- OETWEEN PIPE, BOL 4 C HANN=�L 3 /8 DIA. Co -TCo I U- 13OL.T SYN. 160 160 0 23 5 11 (0" ) • 5� / \ 13 8" 13 34 i 1' 12 "7. 1 %2 V4 COO&I-TG G 2 2� �o o - I 2 "4 5T. STL. / \ S M• S �/2 :2 WEJIT / w Lu I PIPE GnUIDES 2 Y Z \ / ANCHORS SPACIN 2 t (o'" 15 S L v \ I / PLACES EQ. G I /3z o X o gyp`_ p" I / \ I N ANGLE AT 30 \ I D' ALUMINUM / \ 8 I aOLE5 3 4' "DIA. L. ALLOT( CoOCoI -Tfo / E 2 x2'xI /8' ANGLES G RATING AND 1 /B" TH. PLATE \ / PAINT THREADS IN CONTACT \ 7" 11 WELD ALL EDGES WITH ALUMINUM WITH AS REQUIRED• TYP \ / / BITUMASTIC ENAMEL - -- \ — PROVIDE NEOPRENE WASHER / UNDER BOLT HEADS- PAINT �� 12 I/z d)x _z 3 j4 WEJIT ANCI -TORS ALUMINUM IN CONTACT WITH \ / AS 51 -TOWN -TYP. 1 /8X3 STRIP CONCRETE WITH F3ITUMASTIC I /8" FILLET (00(01 -TCo WELD TYP TYPICAL_ SECTION a 5 CTION N 5ECTION e 5ECTIO.N c SCALE : I I /2" = I O" 4 5 No SGAL_E 5 5 SCALE I %2 "= I O 4 5 SCALE 1 1 /2 � "= 1' -0" 4 5 I - T '/4 i ,- 4" PIPE 51ZE SCREWED PIPE PER 5PEC OR SLIP ON WELDED FLANGE5 PER ANSI B I(o• I F 5 I %z "xl %2 x %a "60G / - TG L I2 , %2 " x 2 -?/4 "WEJIT ANCHORS p 7�1&" DRILL TPRU 5TD ALUMINUM GRATE I /4" NPT 0 - - - - 4'x3" I BEAM i 3 I�g" FILLET ELEG. KEEP INSIDE 4" PIPE - c ARC WELD ALL AT FULL AREA AROUND o lo o lo Co " 1 '3 /ROFESSIOyq 5x3 /2 'x /8'[00[01 - T(o i ANGLE W 1 /2 " X 2 3 /4" WEJIT ANCHORS I y 2" 5CNED 4o I -BEAM SUPPORT 299 PIPE PER SPEC o SECT ION G A y �U /L TJ7 OF CA�`F 2" NPT 5 5 N° APproveQ 6y Die 5PECIAL. WELDED SPOOL SECTION F HIRSCH & COMPANY C ASSEMBLY SCALE I/2" - 1 '. 5 20 IN Rai nier Ave. EN ite 44 1 00 20 Rair Ave. Suite 1 San Diego, California 92120 5CAL. E : I /a = I RECOMMENDED BY: REVISIONS BY APPROVED DATE COORDINATE INDEX COAST BLVD. PUMP STATION DEPARTMENT O F PUBLIC WORKS 1 - � DATE _ W E: HOR. ' VERT. PUMP REPLACEMENT ti�iBl t „c DATE /OAS R� N. E. W.O. # � R.S. LIQUID WASTE DIVISION APPROVED BY: _ �� DATE /� /8i CONST. COMPL. FILE NO. Diego, CA., 92123 AS BUILT REV. SHEET 5 OF County of San Diego, 5555 Overland Ave., San ��SHEETS UG5- lq_�31 COA57' BLVC C>? + 0 <i + ............. 11-1- . . ..... . ......... 14 - 0 ------ V T F ? Z'W65 fE3 $ 0 Fqm 7 MP '73W"(� G FZ L) E AY6"7Y Ifl GIZF-7E�- P ) J T Pli A, yp) rlIY6 R T DE I/AlL T s u P P 0 L PLAN �of 1§ - S CA E� EXIST. MOTOR 57,ARTER5 CONTROLS RECEPTACLES (FEMALE) PER SPECS. I L C PLUGS (MALE) PER SPECS. V CONTROL CABLE PZ -5PE- �.w POWER CAE5LE PER SPECS. 1 ........... ......... . ....... m. GROUND j I-A D - Y WELL R CA) 1 -411 , Z5 k \ 100 k ELECTR SC H EMATIC WET WELL io�'D - 7 NEW ELECT - TIC . . ............... No 5CALE —4. 0 F 1 � .... . ..... 7 I N y 1# L y Z T" 012 1 IL L t c z g611z Ts //7U OF GAL# Z Tll'velr� N-° .4pbroPtd by -date A V V I i"A A Nij� ev� 4 HIRSCH&COMPANY CONSULTING ENGINEERS Pi, 4420 Rainier Ave. Suite 100 San Diego, California 92120 RECOMMENDED BY: REVISIONS BY APPROVED DATE COORDINATE INDEX COAST BLVD. PUMP STATION DATE PUMP REPLACEMENT SCALE: HOR.3—/ —I VERT. ' DEPARTMENT OF PUBLIC WORKS 6s u- �O- DATE N. E. ELECTRICAL DETAILS W.O. # R.S '35 a a— it ti � S PF LIQUID WASTE DIVISION APPROVED BY: DATE lo7,1414', CONST. COMPL. FILE NO. County of San Diego, 5555 Overland Ave., San Diego, CA.,92123 AS BUILT REV. SHEET 62 OFD SHEETS