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HomeMy WebLinkAboutW_5384_SAS-Built I I I I SYM BOLS -0-POWER POLE @ SEWER CLEANOUT © SEWER MANHOLE @ STOF~M DRAIN ,\AAN HOLE KA FIRE H YDRA~JT OM WATER METER LI!:] STREET LIGHT PULi. BOX IIl! TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT @ WATER VALVE ('-GUY WIRE ,!,. SURVEY MONUME~IT p SIG~J ® V,\UL T VENT e TREE llill IRRIGATION CONTROL VALVE Im CABLE TV PULL BOX ~-CORING LOCATION ® ELEC ml CAL MANHOLE [[) ELECTRICAL PULL BOX ~//r/t////..:1 BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---i----CENTERLINE ----S----SEWER UNE -----W-···-WATER LINE ---G---GAS LINE -----E--ELECTRICAL LINE --T---TELEPHONE LINE -CATV-CABLEVISION LINE -SP-SPRINKLER SYSTEM -x--x-x-FENCE BLOCKWALL AB BREVIATIONS (IN ADDITION TO GREENBOOI< SECTION 1-3.2) AB ARV ACP AC BC BCR BVC BLK CATV Cl ~ CNB CL CLR C&G DWG E EC ECR EVC EX/EXIST FLG FE FL FM G GB GE GV IP&T LT MAX MIN f.1J N NG NO f~TS OG PB PE PROP PS RCP RET RT SCH s sco SMH SHT SW s S.CE SQ STL SST T TYP w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER DRAWING EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GRADE BREAK GROOVED END GATE VALVE IRON PIPE AND TAG LEFT MAXIMUM MINIMUM MECHANICAL JOINT NORTH NATURAL GROUND NUMBER NOT TO SCALE ORIGINAL GROUND PULL BOX PLAIN END PROPOSED PUMP STATION REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER ~1ANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL STAINLESS STEEL TELEPHOl~E TYPICAL WEST /WA TEF! WITH PUBLIC WORKS DEP.ARTMENT SPYGLASS HILL RESE RVO l R WATER MI XER CO NTRACT NO. C-7428-1 APPROVED: __ <:}J_~=~o~ftvf•,~J~A-.-~~,?1-B~B~,P~£~4E.=d~PU-~-~-IC_W_O_R_KS_D_IR_E_C_TO-R---+--- APPROVED'---: _rn;.--t'--'--'~=----l-~__,;.,--;,___,,!'-.~-""'~c:...· -----=:::=---=-===----·--~~, -- MICHAEL J. ~GORI, P.E. ACTING DEPUTY PWD/CITY ENGINEER LOCATION MAP NOT TO SCALE DATE: dJ -J/-/ 9 DATE: NOTES -------·--·-----·----------------------'--·------1 1. ALL WORK DETAILED or, THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE W!TH THE "STANDARD SPECIFICATIOr✓S FOF~ PUBLIC WORKS CONSTRUCTION", 2015 EDITION A~ID SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVIS!Or,s. 2. EXISTING UNDERGROUrlD UTILITIES ARE SHOWN AS PEF~ AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPOiNSIBLE FOR VEf~IFYING THE /1CTUAL LOCATION AI\ID ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL. CONFORM IN GRADE, COLOR, DIMENSION, ArJD FINISH TO ADJOINII\IG IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPF~OVEMENTS Ur,LESS r!OTED OTHERWISE. 6. f\NY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE A TTEl'-ITION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR COF~RECTION. 7. A1NY WOF~K NOT INDICATED ON THE DRAWli\JGS BUT CALLED FOR IN THE SPECIFICATIONS, OF! VICE-VERSA, SHAI_L BE FURNISHED AND PERFORMED AS THOUGH SPECIFICAL.LY li\lDICATED AND CALLED FOR IN BOTH. ANY WORK NOT lf\lSTALLED ACCORDING TO 0RAWlI'1GS A~JI) SPECIFICATIONS OR ORDINANCES AND LAWS SHALL. BE REPLACED AT CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH PUBUC WORKS AND UTILITY INSPECTION DEPARTMEr✓T 48 HOURS Pf~IOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED. (TELEPH01NE NUMBER: 949-644-3255). 9. ALL MET,\LS PLACED IN THE GROUfJD SHALL BE Ef\lCASED 6-li\JCHES OF SE 30 SAND. 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTF~ACTOR TO OBTAIN AN EXCAVATION PERMIT FROM THE DIVISIOI\J OF INDUSTRIAL SAFETY .t,ND ADHERE TO ALL pf;:OVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 11. TRAFFIC CONTROL AND TRAFFIC CONTROL WARNING SIGNS, LIGHTS, Ai\lD DEVICES SHALL CONFORM TO THE CURRENT EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, DEPARTMENT OF TRANSPORTATION, DIVISION OF TRAFFIC OPERATIONS. 12. ALL EXISTING IMPROVEMENTS INCLUDING CURBS AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE Of~ PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONrJECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANl'IER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAW-CUTTING, REMOVAL, REPLACEMENT, AND CAPPING. 13. ALL OPEF!ATIONS cor~DUCTED ON THE PREMISES, INCLUDING THE WARMING-UP, REPAIR, ARRIVAL, DEPAr(TURE, OR RUNNING OF-TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPfAENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL BE Ll,MITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 5: 00 P.M. MONDAY THROUGH FF~IDAY; Af\lD, NO EAf;:THMOVlf,JG OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS OR SUNDAYS OR LEGAL HOLIDAYS, UNLESS WAIVED BY THE CITY ENGINEER. 14. DAMAGED, GOUGED, BROKEN, OR GRAFFITI-MARKED SECTIONS OF CURBS, GUTTERS OF! SIDEWALKS SHALL BE REMOVED AND REPLACED. 15. A MINIMUM REPLACEMENT SECTION TO BE AT LEAST EQUAL TO SCORE MARK (TYPICALLY 5 FEET X 5 FEET). FOR SIDEWALKS EXCEEDl~JG 5 FEET WIDTH, REPLACEMENT IS TO BE FULL WIDTH SQUARED TO THE NEXT SCORE MARK. 16. SEE SPECIAL PROVISIONS SECTION 7-1.2 TEMPORARY UTILITY SERVICE FOR CONSTRUCTION WATER REQUIREMENTS. 17. THE COi\lTRACTOR SHALL i'IOTIFY THE UNDERGROU1\JD SERVICE ALERT TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION SO THAT EXISTING WATER FACILITIES SHALL BE MARKED IN THE FIELD Pf(IOR TO THE START OF CONSTRUCTION. (UNDERGROUI\ID SERI/ICE ALERT: l-800-227-2600). 18. A.LL WATER DISCHARGE FROM FLUSHING, TESTING, Ai'ID DEWATERING SHALL COMPLY WITH ALL REQUIREfJIENTS OF THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD-SANTA ANA REGIO~I (SDRWQCB) REGULATIOi\JS. -0 -I (!) -0 I (/) I") N OJ 0 / 0 <( u ·----------------i~ EMERGENCY TELEPHONE NUfV1BERS i3 / t--------------·------------------------'------10 DAY NIGHT 0 SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT SPECTRUM COX COMMUNICATIONS (800) 624--8153 (800) 611-1911 (800) 332-1321 (949) 644-301 I (949) 644-3717 (71-',) 962-2411 (833) 267-6094 0 C: CT, u, 0) 0 <D 0 / ~ <l) X ::. ,_ 1---------------------------------------1 0 SHEET INDEX > ~ OJ u, 1----------------------------------......... ---1~ 01 G-1 TITLE SHEET, SHEET INDEX, VICINITY/LOCATION MAP, NOTES, SYMBOLS AND ABBREVIATIONS 02 C-1 SITE PLAf~ 03 C-2 DETAILS 04 05 06 07 E-1 STA~JDARD ELECTRICAL SYMBOLS E-2 DE,AOLITION PLAN E-3 SITE PLAN E-4 DETAILS/SCHEDULES AND ABBF~EVIATIONS I <I) u, C, ~ 0. (/) I") N OJ 0 ;::;-- ..c: (.) 0 "' m G-1 !--------------'---------...---------------·----'---------------.----------------------.:,....-__;; _______________ T"'.":'=:'.'"'.".":"~~==--r-=~~=~,.,.,,..~,,----.-----------------------.....:...--1t BASIS OF BEARINGS: APPROVAL RECOMMENDED: APPROVAL RECOMMHIDED: GENERAL SHEET ~ CALL TOLL FF~EE 1-800-227-2600 BEFORE: YOU DIG XXX BENCHMARK: xxxx DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 ---'-L-,1t/a./J~ MARK VUKO,E /IC, P.c. UTILITIES DEP/1RTMEMT A1 Y TRAN SEHIOR CIVIL ENGINEER TITLE SHEET, S1-IEET INDEX, VIC INrrY/LOCATION 3-o, MAP, NOTES, SY~ABOLS AND ABBREVIATIONS -~ •V SPYGLASS HILL RESERVOIR WATER MIXER c 1-------------------i-------ig' DATE 2·'!··17 DATE: J./1-1/ 1q CITY OF NEWPORT BEACH W-5384-S § ------------------------'----------------------------.L.-___________________ .....__ _______________ j__ _______ ...J.... ______ -'-____ P_U_B_L_1c_w_o~R __ Ks_o_EP __ A_R_T_M_E_N_r __ ......J_s_HE_ET....:::.0..:.1_o_F::;.0~7~;: 2,+X36 AS-BUILT ' ,.i,. .. ~ . ' . t ; ,; ' PLAN SCALE: 1''=15' , I d, I ~--L . I ol XER I 2) I l I I l • I I 0 ---- I I . • I l I I ~' " 0 I I ;'.·1wr . LEGEND CD CONDUITS TO BE INSTALLED PER DTL 5 ON DWG E-4. CONTRACTOR SHALL LOCATE TRENCH FOR NEW CONDU IT ON EDGE OF EXISTING VEGETATION AND CONCRETE JOINT, AS INSTRUCTED BY A REPRESENTATIVE OF THE CITY AND RESTORE SURFACES IN KIND ~ CONDUITS TO BE INSTALLED IN HILLSIDE WITH 1-FT \::.J MIN COVER. REPAIR AND REPLACE FIBER MESH ALONG CONDUIT TRENCH AS REQUIRED BY CAL TRANS SS-7. NEW FIBER MESH MATERIAL TO MATCH EXISTING. PLANTS ALONG CONDUIT TRENCH SHALL BE RELOCATED AS INSTRUCTED BY A REPRESENTATIVE OF THE CITY. f?\ CONDUITS TO BE INSTALLED PER DTL 3 ON DWG \.:::.) C-2 ALONG ROOF OF EXISTING RESERVOIR (PIPE STRAPS EVERY 10-FT) r,\ CONDUITS TO PENETRATE ACCESS SHAFT PER DTL 1 l.::..J ON DWG C-2 NOTES: 1. LOCATION OF ALL CONDUIT IS FOR REFERENCE ONLY. REFER TO ELECTRICAL DRAWINGS FOR PROPOSED CONDUIT LOCATIONS. 2. MIXER TO BE FURNISHED BY CONTRACTOR AND PLACED IN CENTER OF RESERVOIR BY CITY SUPPLIED DIVER. 3. OPEN TRENCH CONDUIT CONSTRUCTION SHALL BE PER SSPWC SECTION 306 AND CITY STD 105-LA. GRAPHIC SCALE 0 15' 30' SCALE: 1" = 15' t;; -C :, .c C E a. .... N ~ I u N 0 :I: C/J "' N ~ ::;:, 0 <( u ~ <X) 0 ::;:, 0 -0 0 C "' ·;;; Q) 0 :I: ., U) 0 g: a. C/J "' N <X) 0 ::;:, .c 0 0 ., CD C-1 .-----------------------------------,------,,-----------------,----~=~------r--------------------------t1; REVIEWED: a. DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 . . ,c-'\ . CIVIL SHEET ! ✓r;_;.,,:._ SITE PLAN C ~ BEN DAVIS, RCE 82033 SPYGLASS HILL RESERVOIR WATER MIXER .~ ASSOCIATE CIVIL ENGINEER 1---l-----1------------------1----h::=:::.:::~...;__~:;:--:-::::-:----+-------------------.r-:--:--:-~~~::::--tg' DESiGNED: AC DRAWN: NH CITY OF NEWPORT BEACH W-5384-S :'.: 0 L... ________________________________________ .,__ _______________________________ .,__N_o.--'-_□_A_TE_...i..D_Es_cR_1P_11_0N_oF_RE_V1_s1o_N_s ______________ AP_P_Ro_VE_□_cH_E_cK_E_□,......:.R .. B._D_ATE__,.;::0-'1..;.;15-'-'-'19._ ____ P_U_B_L_IC_W_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...... s_H_EE_T_Q_2_□_F-:;-Q:-::7;-;-;:-'f 24X36 Conduits were not strapped to reservoir top ...--------------------------------------------------------------------------------------------------------------------------------------------------------.11 EX PLAYGROUND SAND r FINISH GRADE +I 0 I , ...... •-~~• ••• •• •• • .. •, • 1' • I:• -0 0 1 ■ I O .. o ,, .. o • 0 0 • • •, o, • 1.,1 0 • .. • 0 , ... ~ •• _,.'\ '• Io'' o • .... •• ••• -: , ... • • ■ 'I o ■ • • • • • •• .. • • .. • , : • • • • .. • . ·,· . . ... . ,. .. .. .. . .. . ..· ... . .... . •""" . .. ., ..... _. • ........... ■... • .... ,._ - • : •• '·· • ■ : ... ~ • •• . . ,.. .. . ~. ,.. . , . .. . . ... ,•· •• -·. ... ....... 'l•'I,· • : •• •. • :,· ' • ' • • • ,.. • L •.;, ■ • "" •• • .. • (2) 2"CONDUITS:. ,···... • ·:=· -:·. •• ,.~--·· ·:· : • .. , •••. _: ,__, __ ~___, PER ELECTRICAL "."-~ ·;:-.:., -:f\• •.. : '••!--! ~:,,.· _;·:~•·-•~··-1·~1--11117 ... -.. .. .--.... ., .. ..... .. ~-· --I . .. . .. .. . . . . . . . . :: . •\, .......... , .. . . ... -------' .... . . . . . .. ... .. .-- ., •• • I • • • • • .. • • • • • • _.---:-;:,---;-:-i'"--;j"Ti--lTI . .. ,... . . . . .... .. • • • • • --:. • • • . • • • · .• -. • •. • .• !----'-ti __ ~I I-... ... ~0 0 o (• ' I O O ---....:....::.■.. ..,, •• • • • • • •• .-.. • ... : ....... . s•' "• • ,;,•1• ... :• , I•' ..,• •, ..• ~,.' .......;:,..,· -. . . . . . . . . . . . i::--'" t •• ,1, .,, ••• •• -. .,. •1 • • • ' ••• °'II .,,,. ••• 1•.., •: ,,--... • •'1,•• • • <t • •\,-. I •,•: . . .... . .... ,.. ..... I f •♦ o o O ... , I O ,• ..t••• 0 --•,>' ... 0 •, • ♦ • ~--. ,:..'' ;_ .* ._·:.. .,, •. •. • •• : ':'·· .. . .... . -; . . . . . .. . . :, .. , . . .. . . ·> • ... • • .. .• .... • / .:,-. • ..-•. . .,.-: • . .... • •• .. • • • •• • .. • .,. • ..... .. "i •• •••••••• ◄• ., •• ... • •• ..... • • • • • • • • I • • "'" : -• • • .,. "" •., ..,·• .. •... ••·•· ..... ~ •• "':,-1' .... . ... .. . .......... -··· ·-............... ' ,1 .... •• ,.. • • • ... °"'•• ........ . • • • • ••• • • •• .,.. ~-• • • •• • ♦ ..... ~ •• ~ ••• • • • !\. • • • ... •• • • • •• •·' .. / . \ . . .... . .. . . ... . . .. . . . ....... -~. .•• ... ·. ··:~ ,,.· .... ,:,,· .... . I • ,n ~ • • .. t • I • •• • -• ... o • • • •• o o • , • • • • I• -. .. • • • • "• ..1'-• • • •• .., • • • • •I• ···:• .. , ... ,._ , ........ ,·. • ...... • ...... • -I -=--TOP OF .... : . . ;, • • • •• • • • • ..: • • r, • .., • • • .,,: : .. -!• ...... : ·: .• >· .. • • .•••• , , 'RESERVOIR .. •'•""' ..• : .• : • . .. . ··. -""... . .... .... _.... ....... . .... .. ....... , .. - / 2'-6" X 3'-Q" ROOF HATCH b I p f l NEW PENETRATION PER DTL 2 THIS DWG (TYP OF 2) (SEE NOTE 1) 3'-0" EX #4 @ 12" EW _.;::--______ ----1--.r-. -w EX 4" PVC WATER~ STOP ALL AROUND "' ~ I I +I <D -<D I N I "'4 1 I_ , I • I ~ • 1· I I •. • I • I • • I I • J-• l " l • : J 1 • I .• I > I ( CORE DRILL EX CONCRETE PIPE SIZE PER PLANS ) I ) I I ------,<;- POLYETHYLENE 1/R__/ POLYURETHANE ROPE TYPE FILLER (TYP) APPLY GUN-GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE, 1'' THICK, BOTH SIDES OF MEMBER , I I ) MIN (TYP) CUT EX BARS BACK 1" AND FILL WITH EPOXY GROUT (TYP) .... • • • • :-... • '· ·~ .. "\ • • • • •• .. • • J • ~....c.·~•.._._~•~·~~·-·~-~·--·-·,__,___...,;,.•~·--=-·~•~......c-·_~•~··~·.,__~ ______________________________________ _ -NOTE: -... -1------------------------pL,j'{.:-.... • • • DETAIL NOT TO SCALE 12." 2" PVC COATED STEEL/IRON ONE HOLE PIPE STRAP • . - -TOP OF RESERVOIR 2" PVC COATED RIGID GALVANIZED CONDUIT 3/8" DIA 316 SST SCREW ANCHOR 1-1/2" MIN EMBEDMENT NOTE: 1. ANCHOR BOLT SHALL NOT BE IN CONTACT WITH EXISTING EMBEDDED REINFORCING REBAR OR OTHER EMBEDDED ELEMENTS. IF REBAR IS HIT WHILE DRILLING THE ANCHOR HOLE, THEN THE HOLE MUST BE REPAIRED AND A NEW HOLE DRILLED SUCH THAT NO CONTACT WITH REINFORCING REBAR IS MADE . - DETAIL 3 NOT TO SCALE C-1 ' - 1 \ C-1 - ' } • -...,. • • NOTE: 1. CONTRACTOR SHALL ENSURE NO DEBRIS FROM DRILLING PENETRATION FALL INTO RESERVOIR. SUBMIT PROPOSED METHOD OF CONTAINMENT TO CITY FOR REVIEW PRIOR TO CONSTRUCTION. SUPPORT PER ELECTRICAL -ll-1- -t0 'I- I 6" CLR • . -,111- 1 I [r' _J u r') • 0.. >-I-~#4 @ 16" oc I EW/EF j ' • • • • (1) #4 CONT NOTES: 1. CONCRETE SHALL BE 560-C-3250 DETAIL 4 \ NOT TO SCALE C-1 ' • • -111 1 co r----I I .------- 1 1 . CONTRACTOR SHALL LOCATE AND AVOID CORE DRILLING THROUGH EXISTING REBAR WHEN POSSIBLE . DETAIL 2 NOT TO SCALE O' ;. " N I u t') 0 :r: (/) t') N OJ 0 / 0 <( u t') N OJ 0 / " ~ " 0 C: O' "' " 0 <D 0 / ~ " X :r: "' "' " ~ C. (/) t') N (XJ 0 / .r:: tJ " " CD C-2 ...-------------------------------------------...... ------------------...... --..... ---------------------------------------1:'. REVIEWED: ~ DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Cl CIVIL SHEET ;. 6.,, vru,,,:_ DETAILS j " BEN DAVIS, RCE 82033 SPYGLASS HILL RESERVOIR WATER MIXER " C: ASSOCIATE CIVIL ENGINEER o, 1---1------1---------------------+-----lt-,,,:,=.,,,,,--""'T.,,.,,..,--,----+--------------------""T--------tc: DESIGNED: AC DRAWN: NH CITY OF NEWPORT BEACH W-5384-S ~ 1--------10 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 03 OF 07 / RB 01/15/19 •• .._ __________________________________________________________________________________________________________________ .._ _________ ...., ____________________ ...., ______ ___.o_ 24X36 CONDUIT SINGLE LINE SCHEMATIC CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION CONDUIT SINGLE LINE DESCRIPTION PLAN DIAGRAM DIAGRAM PLAN DIAGRAM DIAGRAM PLAN DIAGRAM 0 ) 50A :) CIRCUIT BREAKER. UPPER NUMBER IS TlRIP RATING. E) 0 LOWER NUMBER IS NUMBER OF POLES KILOWATT METER 0 3P 0 THREE POSITION SWITCH. MAINTAINED CONTACT ■ PS y PRESSURE SWITCH. CONTACT ACTION AS NOTED -■ "'-----,, 0 FUNCTION MAY VARY AS NOTED ON DIAGRAMS. ON DRAWINGS CENTER POSITION IS OFF ✓ TWO POSITION SWITCH. MAINTAINED CONTACT ~ LUJ.J POWER TRANSFORMER. RATINGS AS NOTED VV\.A._ ■ FUNCTION MAY VARY AS NOTED ON DIAGRAMS ,rm ON DRAWINGS 0 DUPLEX RECEPTACLE. 20A, SPEC GRADE @) @) MOMENTARY CONTACT PUSHBUTTON. FUNCTION cw GROUNDING TYPE. UNLESS OTHERWISE NOTED ■ o....l..o MAY VARY AS NOTED ON DIAGRAMS ON DRAWINGS. ■ LOS MOMENTARY CONTACT PUSHBUTTON 'MTH PROVISION ~ TELEPHONE OUTLET $M o....l..o FOR LOCKOUT. LOS JUNCTION BOX OR CONDUIT FITTING AS NOTED OR __l_ __l_ LOCKABLE DISCONNECT SWITCH. RATING AND © REQUIRED. D "----? "----? --DETAILS AS NOTED ON DRAWINGS. (SHOWN WITH CONDUIT TURNING UP) ---- ■zs ~ LIMI T SWITCH. NORMALLY OPEN ■LS 6 LEVEL SWITCH, CONTACT ACTION ■--n-r <>-1VU1-o AS NOTED ON DRAWINGS D i -7 i -7 □ ■zs LIMIT SWITCH. NORMALLY CLOSED CONTROL PANEL OR EQUIPMENT AS NOTED o-c:::ro L _J L _J -- ■Fs FLOW SWITCH, CONTACT ACTION AS NOTED ON TIME DELAY RELAY CONTACT. ~ 0 0 ~NOTO OFF DELAY, NORMALLY OPEN, TIME OPEN DRAWINGS TNCTC TIME DELAY RELAY CONTACT. $ FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW OFF DELAY, NORMALLY CLOSED, TIME CLOSED ~NOTC TIME DELAY RELAY CONTACT. $' FLUSH TOGGLE SWITCH, THREE WAY ON DELAY, NORMALLY OPEN, TIME CLOSED DS A NCTO TIME DELAY RELAY CONTACT. I I FLUORESCENT FIXTURE. SEE LIGHTING SCHEDULE. l:.iiil ON DELAY, NORMALLY CLOSED, TIME OPEN f--0 LIGHTING FIXTURE, WALL MOUNTED --:I ■sov + SOLENOID OPERATED VALVE SEE LIGHTING SCHEDULE ~xx --<f-----<f---□ MH-MANHOLE PB-PULLBOX HH-HANDHOLE ~x MOTOR CONTROL CENTER DRAWOUT STABS OR AS NOTED ON DRAWINGS PB ~ 2 MOTOR STARTER WITH THERMAL OVERLOADS. -T-TELEPHONE CONDUIT. SIZE AS NOTED ~ f--o-'Xr-o-NUMBER INDICATES NEMA SIZE OL GROUNDING GRID OR GROUNDING CONDUCTOR -tt-MOTOR OVERLOAD CONTACT -G-SIZE AS REQUIRED OR AS NOTED ON DRA'MNGS ,@ 0 0 MOTOR, NUMBER INDICATES HORSEPOWER -GT GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS ~ INDICATING LIGHT, PUSH-TO-TEST. LETTER l INDICATES COLOR. G-EXOTHERMIC GROUND CONNECTION ~ R=RED B=BLUE G=GREEN A=AMBER W=WHITE 0 CONTACTOR OR RELAY COIL. LETTER OR -G_j__ BOLTED GROUND CONNECTION NUMBER IS DESIGNATION M NORMALLY CLOSED CONTACT. LE TTER OR -tt-NUMBER IS DESIGNATION 0 CONDUIT BENDING UP M NORMALLY OPEN CONTACT. LETTER OR ---j f---Ill CONDUIT BENDING DOWN NUMBER IS DESIGNATION 8 RUNNING TIME METER, NON-RESETTABLE --UNDERGROUND OR CONCEALED CONDUIT, 1" MINIMUM ~2DA SA EXPOSED CONDUIT, 3/4" MINIMUM. ----{[J]-FUSE, NUMBER INDICATES RATING °'\.J.J.J..J..r CONTROL TRANSFORMER. RATING AS NOTED ON $/• HOMERUN CONDUIT WITH 3 CONDUCTORS, NEUTRAL ~ DRAWINGS OR AS REQUIRED BASED ON LOAD AND GROUND, CIRCUITS 1,3,5 PANEL PB1, NO SERVED. PB1 1,3,5 HASHMARKS INDICATE 2 CONDUCTORS AND GROUND M ~ /2iQ\'ESSICiti, !ltf 11.,}i~t:,,_ - ij f, /; I u ., ,,.. l's i:!!i'-o. E11023u, ~ MORAES/PHAM & ASSOCIATES llExp. 6/30/19 2131 Palomar Airport Rd. #120 * «; " * "';-'ccrn \"'I'-~" 41',<' ~ Carlsbad, CA 92011 OF CAL11~ SCHEMATIC D ESCRI PTl ON DIAGRAM DRIVEN GROUND ROD/TEST WELL 3 / 4" X 1 o' Cu CLAD STEEL PANELBOARD OR AS NOTED ON DRAWING LIQUIDTIGHT FLEXIBLE CONDUIT CONDUIT NUMBER ·xxx·, REFER TO CONDUIT SCHEDULE FOR DESCRIPTION MANUAL MOTOR STARTER __l_ GROUND --- <>-1VU1-o HEATER, RATING AS NOTED ON DRAWING □ HORN OR AUDIBLE SIGNAL 0 PHASE □ TERMINA L, INTERNAL WIRING ■ TERMINAL, FIELD WIRING INTRUSION (DOOR) SWITCH CONDUIT STUB OUT DISCONNECT SWITCH, F = FUSED NF = NON-FUSED XX = AMP RATING NO. DATE DESCRIPTION OF REVISIONS STANDARD ABBREVIATIONS A AMPERES MH MANHOLE AF AMPERE FRAME MIN MINIMUM OR MINUTE AFF ABOVE FINISHED FLOOR MLO MAIN LUGS ONLY AFG ABOVE FINISHED GRADE MOV MOTOR OPERATED VALVE ACTUATOR AT AMPERE TRIP MSB MAIN SWITCHBOARD ATS AUTOMATIC TRANSFER SWITCH MTR MOTOR AUTO AUTOMATIC N NEUTRAL AWG AMERICAN WIRE GAUGE NA NON-AUTOMATIC BC BARE COPPER NC NORMALLY CLOSED BKR BREAKER NCIO NORMALLY CLOSED, C CONDUIT INSTANTANEOUS OPEN CB CIRCUIT BREAKER NCTC NORMALLY CLOSED, CKT CIRCUIT TIME CLOSE C.O. CONDUIT ONLY NCTO NORMALLY CLOSE, CPT CONTROL POWER TRANSFORMER TIME OPEN GP CONTROL PANEL NEC NATIONAL ELECTRIC CODE CT CURRENT TRANSFORMER NIC NOT IN CONTlRACT cu COPPER No NUMBER CR CONTROL RELAY NO NORMALLY OPEN DC DIRECT CURRENT NOIC NORMALLY OPEN, DISC DISCONNECT INSTANTANEOUS CLOSE DISC SW DISCONNECT SWITCH NOTC NORMALLY OPEN, □PDT DOUBLE POLE DOUBLE THROW TIME CLOSE DPST DOUBLE POLE SINGLE THROW NOTO NORMALLY OPEN, DWG DRAWING TIME OPEN DS DOOR SWITCH NP NAMEPLATE EL,ELEV ELEVATION NTS NOT TO SCALE EMT ELECTRICAL METALLIC TUBING OL OVERLOAD EO ELECTRICALLY OPERATED PB PUSHBUTTON EXIST EXISTING PB PULLBOX FBO FURNISHED BY OWNER PC PHOTOCELL FLA FULL LOAD AMPS PCV PUMP CONTROL VALVE FLEX FLEXIBLE PMR POWER MONITOR RELAY FM FLOW METER PNL PANEL FS FLOW SWITCH POS POSITION FT OR • FEET OR FOOT PR PAIR FT FLOW TRANSMITTER PRI PRIMARY FVNR FULL VOLTAGE NON REVERSING PS PRESSURE S'MTCH GD GAS DETECTORS PVC POLYVINYL CHLORIDE GFI GROUND FAULT INTERRUPTER PVC/RGS PVC JACKETED RIGID GFP GROUND FAULT PROTECTION GALVANIZED STEEL CONDUIT GND OR G GROUND RECEP RECEPTACLE HH HANDHOLE RCP REMOTE CONTROL PANEL HOA HAND/OFF /AUTO RGS RIGID GALVANIZED STEEL CONDUIT HTR HEATER RTU REMOTE TERMINAL UNIT IC INTERRUPTING CURRENT RVAT REDUCED VOLTAGE AUTO TRANSFORMER IN OR .. INCHES OR INCH SCE SOUTHERN CALIFORNIA EDISON JB OR J JUNCTION BOX, CONDULET OR SDGE SAN DIEGO GAS & ELECTRIC FITTING AS REQUIRED BY NEC. SEC SECONDARY UNLESS OTHERWISE NOTED SEL SELECTOR KW KILOWATTS SP SPARE LCL LONG CONTINUOUS LOAD SPD SURGE PROTECTION DEVICE LCP LOCAL CONTROL PANEL SPDT SINGLE POLE DOUBLE THROW LR LOCAL/REMOTE SPST SINGLE POLE SINGLE THROW LOS LOCKOUT STOP STATION ss STAINLESS STEEL LS LEVEL OR LIMIT SWITCH SSRV SOLID STATE REDUCED VOLTAGE STARTER LSIG LONG TIME, SHORT TIME, INSTANTANEOUS ST SHUNT TRIP AND GROUND FAULT ADJUSTMENTS STA STATION LT LIGHT STIL STEEL LTG LIGHTING STP SHIELDED TWISTED PAIR MCC MOTOR CONTROL CENTER STIR STARTER MCM THOUSAND CIRCULAR MILS STT SHIELDED TWISTED TRIPLET MCP MOTOR CIRCUIT PROTECTOR sv SOLENOID VALVE SW SWITCH SWBD SWITCHBOARD TEL TELEPHONE TEMP TEMPERATURE TM TELEMETRY TS TEMPERATURE SWITCH TYP TYPICAL UG UNDERGROUND VON UNLESS OTHERWISE NOTED VOLTS w WATTS W/ WITH W/0 WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XP EXPLOSION PROOF ZS POSITION SWITCH OR LIMIT S'MTCH 3W THREE 'MRE 4W FOUR WIRE E-1 REV1EWEO: ELECTRICAL 6;;,✓U-STANDARD SYMBOLS AND ABBREVIATIONS BEN DAVIS, RCE 82033 SPYGLASS HILL RESERVOIR WATER MIXER ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN : CITY OF NEWPORT BEACH W-5384-S JM CAD CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 04 OF 07 APPROVED JM 1/15/19 Z'l-!1.)1 . E 0. st N .,- I w ... 0 I (/) "' N 00 0 / 0 <{ u "' N 00 0 / 0 +' 0 D C rn (/) Q) D I (/) (/) 0 ~ a. (/) "' N 00 0 / .c u 0 Q) [Il +' ~ 0 0. ~ Q) ? rn C ·c: Q) Q) C rn C w I I _v, I co I I I I I I I ~ s N ~ I ~-==L--L 12"W I /--t---0l-l I a: I 0 I .... z I -~ 0 0. co ~ LU -' 0 I c., _v, I co I -j ~ co U) ·co I 3 I ·co \ \ I ~ "' ~ ~ "' ~ I I \ I \ ~ "' ~ ---- EX G)PB1 I ..,r -:i/J E ------------- ___.l..---.--f-,----r ~ U) I ' EX PLC I I ' I .J EX SPYGLASS HILL WATER PS ~PLC@ __ _ EX MCC \ -------- ------I --v-- \ i''2."W E ----- ~ 6"W U) 6"W 6"W 6 .. W B"S S w I CONTROL (DENCLOSURE (TYP OF 5) _ e"W --------=----t B"W --~----8, B"W -----'-'-;-:f------B"W I B"s ___.:..:.:__:_ ___ ---:, 1 2"W ------+-----12"W --------,,-----+-~'.J-----+----~----_------r-12' Vi B"W ---....:~-J E =----= -E == == == =.=.-----"=-..:= :=~~~'--' E 1;-, I -i/ E" --- EX PB2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EX RESERVOIR OVERFLOW OUTLET SPYGLASS PARK je"f /, I I I / I 0 \ I I I \ I .. , \ \ 0 EX PB3 EX @ PB4 0 0 0 0 0 0 0 0 0 0 0 0 0 '' ' ' \ \ \ \ \ O O OEX RESERv&k ACCES \ HATCH WITH INTRU? \ \ SWITCH 0 // // / / \ / / \ 0 0 ------✓ // \ \ \ \ ,..~ ::::-::::':-§~~~-c::_::-_;::-:.-/ / I PLAN SCALE: 1 "= 15' \ \-~x --: --~ ----~6'·o y,, PBS@ ',~ I / I \ MUIR BEACH CIR \ \ \ I I I I 0 I I I I I I I I I I I 0 I I I I I E D '.o EX SPYGLASS HILL RESERVOIR (BURIED) NOTES: ® (j) ® CONTROL ENCLOSURE. CONCRETE PULLBOX. DEMO PULLBOXES PB4 & PBS. REMOVE HATCH INTRUSION CONDUCTORS TO TERM INAL STRIP IN CONTROL ENCLOSURE. ABANDON CONDUIT BELOW GRADE. LEVEL SIGNALS TO PUMP STATION PLC. CUT CABLES/CONDUCTORS AND LABEL 'ABANDONED'. REMOVE CABLES & CONDUCTORS FROM EXISTING CONDUIT BETWEEN PB1 AND CONTROL ENCLOSU RE TERMINAL STRIP. SWAB CONDUIT IN PREPARATION FOR CONDUCTOR ADDITION. EXISTING 1 1/4" C (3)#2 (12OVAC POWER) TO LOAD CENTER WITHIN CONTROL ENCLOSUR E. REMOVE CONDUCTORS FROM MCC PANELBOARD TO LOAD CENTER. DEMO LOAD CENTER PER DWG E-3 AND DETAILS. SWAB CONDUIT IN PREPARATION FOR CONDUCTOR ADD ITION. REMOVE RESERVOIR IN TRUSION SWITCH AND CONDUCTORS. REMOVE RESERVOIR IN TRUSION AND RESERVOIR LEVEL SIGNALS FROM PLC FIELD TERMINAL. COIL AND LABEL 'ABANDONED'. EXISTING 1///// DEMO GRAPHIC SCALE D 15' 30' SCALE: 1" -15' E-2 L OJ +' C ::, .c C E Q. LO "' .;,: Ol .:::.. D n ---- "' '< -.::, N I w LO D :r: (/] n N 00 D / 0 <{ u n N 00 D / " +' " 0 C en "' OJ 0 :r: "' "' " ~ Q. (/] n N 00 D / .c (.) " OJ CD +' ,----------------------------------...,..--,-----,-----------------...,..----,,-RE-"1-EWE-□-:-----...,..--------------------------l g_ M MORAES/PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 a_ ELECTRICAL '" 6 . . . DEMOLITION PLAN j BEN DAVIS, RCE 82033 ASSOCIATE CIVI L ENGINEER OJ SPYGLASS HILL RESERVOIR WATER MIXER :g en 1-----1------1--------------------l---------t-=-==--,-~'.".":":'"--t--------------------r---------t c DESIGNED: JM DRAWN: CAD CITY OF NEWPORT BEACH W-5384-S ~ -------□ NO. DATE DESCRIPTION OF REVISIONS APPROV1ED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 05 OF 07 / JM 1 15 19 ------------------------------------------~---------------------------------~-------------------------~--------~-----------------------""""'!7"r'f:l!D.. I I 12"W l I I I I (/) [Q --j (/) '., s .Vl [Q a: 0 J-z -0 0. ~ LU -' 0 c., I I I \ I \ _v, [Q I I ~ [Q ,: 'i:o I I ~ [Q ,: -., I ~ N ~ ? N - ~ N ~ ~ N - l I I f 1L I ~- I I I I I v---- \ ! \ ~ ..__ r I --- I EX SPYGLASS I HILL WATER PS I --------J EX PLC~- 1 EX Mee@ ------------ 6"W EX PB2 (/) I.I) 6"W 6"W 6"W w B"S S ---- B"s NOTES G) MODIFY EXISTING 120/240V PANEL. SEE DETAILS. {2) PULL (1 )#16STP (RES LEVEL) AND (6)#12 (RES INTRUSION, MIXER FAIL PLUS SPARES) IN EXISTING AND NEW CONDUIT. @ TERMINATE RES LEVEL AND RES INTRUSION ON DESIGNATED TERMINATIONS. SEE RELATED E-2 NOTES. TERM INATE MIXER FAIL SIGNAL PER FIELD DIRECTION. © ADD: (2)2"C FROM PB1 TO PLC. CORE DRILL WALL AS REQUIRED. (1) 2"C IS CONDUIT ONLY. @ ADD: (1) 2"C (2)#14, (1) 2"C (3)#10 +(1)#10G. @ NEW PULLBOX. MATCH EXISTING. ------'7'=12"w ---1-------12"W - -----+--=-~~=ii~J~....::::::::____ (j) REPLACE LOADCENTER. ADD MIXER CONTROL PANEL. a·'w ----...::'. ____ B"w @ (1) 2"C -(2)#12, (1) 2"C -MFR CORD. -~ C-ONTROL ~ENCLOSURE _-='--,------o"W _,:__ ____ -I---8"W 0 1--- E E_--:=::-- \ \ \ \ \ \ \ \ \ \ \ \ EX RESERVOIR OVERFLOW OUTLET SPYGLASS PARK I ,../' I I 0 I I I I I 11 I I I I I I I 11 1 I 11 1 I 11 I EX PB3 I 11 1 1111 I I I I 'lit: [?\NEW : i \\, '-V PB4 I I \ 111 \' n •• 9 I I I I I I 0 \ \ \ \ \ \ \ \ I I PLAN SCALE: 1 "=15' \ \ \ \ \ / / /~NEW PEDESTAL y~ / I MUIR BEACH CIR -- 8 q I I d I I \ E EX TUNNEL HATCH UTILI TY TUNNEL ~ - I 0 I I I 0 \ \ 0 I I I 0 0 I I 0 I I I I I I I 0 \ \ \ 0 EX RESERVOIR ~ ACCESS HATCH~ I I I O I I I I I E ---....:_ __ J @ EXISTIN G 1 1/4"C ADD (3)#2 +(1)#2G. E _ (@ PLC PROGRAMM IN G IS BY CITY. EX SPYGLASS HILL RESERVOIR (BURIED) @ REPLACE INTRUSION SWITCH IN KIND. REC IRCUIT TO PEDESTAL. @ REPLACE EX DAMAGED COND UI T BETWEEN CONTROL ENCLOSURE AND TUNNEL WITH (1 )2"C.O. PER FIELD DIRECTION. CORE LARGER HOLE IN TUNNEL AND SEAL PER DETAIL 2 ON DWG D-2 IF NEEDED. EXTEND CONDUIT 6 " INTO TUNNEL. EXISTING NEW GRAPHIC SCALE D 15' 30' SCALE: 1" -15' L <I) -C :, .c C E Q. LO N .;,: "' '< 'tJ "' I w <D 0 I (/) "' N 00 0 / 0 <{ u "' N 00 0 / 0 -0 0 C "' "' <I) 0 I "' "' 0 ~ Q. (/) "' N 00 0 / .c (.) 0 <I) 1 ----------------------r-~---r-------------i----.~~------.----------------=E:.:-~3...J ~0 RE"1EWEO: a. c-) ELECTRICAL "' M MORAES/PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 6 .. tl.J,.,.:.-SITE PLAN j BEN DAVIS, RCE 82033 SPYGLASS HILL RESERVOIR WATER MIXER ! ASSOCIATE CIVI L ENGINEER i---1---------11-----------------+---~c;:;;::::;,;::-~~~=-t-------------------r--------l g' DESIGNED: JM DRAWN: CAD CITY OF NEWPORT BEACH W-5384-S ~ 1---------10 PUBLIC WORKS DEPARTMENT NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JM 1 15 19 SHEET 06 OF 07 / o_ SE E DWG C-2 FOR CONDU IT ATTACH MENT AND WALL PENETRATION DETAILS. CONDU ITS ARE SIDE BY SIDE. DETA IL IS FOR CLARITY ONLY. NEM A 4X BOX .-. ._. ELEVATION NTS -----REP LACE UPS BREAK ER WITH TWIN (HALF HEIGHT BREAKERS). LABEL 4A -'UPS' AND 4B - 'GENERATOR BATTERY CHARGER' REMOVE BREAKERS FOR 'ZONE IV RESERVOIR' AND 'GENERATOR BATTERY CHARG ER '. ADD 30A/2P BREAKER AND LABEL 'ZON E IV RESERVOIR'. PROVIDE NEW COR RECTED PANEL SCHEDULE . 316 SST EYE BOLT AND CARABI NGER 316 SST KELLUMS BASKET GRI P REP LACE INTRUSION SWITC H IN KIND •. ~--'---~···=·~·•4-ial-tf---------------++-<B-+LC--'-~~~7 ':-:-,,_~ SUBMERSIBLE CAB:E TO MIXER * * @ACCESS SHAFT CROSS SECTION NTS 36" MAX MIXER CP 230V, 1 </> SU BMER SI BLE CO RD WITH GRIP 0 0 0 . -1- bt-c---------,' -"""'-i°I i'· 1111 i' 11 TESCO MODE L 66-222812 ALUM INUM OU TDOOR ENC LOSURE 28"H x 22"W x 12"D OR EQUAL 230V, 2P MANUAL STAR TER SQUARED 2510FG2 OR EQUAL FLEX CONDUI T J-BOX 6 E-4 SU PPOR T STRUCTURE 4 C-2 PAD G~0PE DES TA L(S HOWN WIT H DOO R OPEN) SCALE: 1''=1'-0" <l . WI DTH TO SUIT EQUI P. RADIUS ALL CORNERS AND FILE SMOOTH 1 /8" THICK MILD STEEL P LATE (SIZE TO SUIT) -----WELD TO CHANNEL ~--PROVIDE STIFFENER ANGLES AS REQUIRED ~ UNISTRUT CONDUIT .------------u./ SU PPORT WELD TO .....,,_~-------~-.,.... CHANNEL C4" X 4 .5#~1 WELD TO BASEPLA TE I 3/4 " NON-SHRINK GROUT (TYPICAL) I 3/8" SST ANCHOR BO LTS (H IL Tl 304 KB - TZ KWICK BOLT OR EQUAL, TYP. OF 8) Ll <l <l <J a NOTE: PEDESTAL ASSEM BLY SHALL BE HOT DIPPE D GALVANIZED AFTER FABRICATION . 8"X8"X3/8" STEEL BASE PLATE FABRICATE TO PROVIDE CLEARANCE FOR CONDUIT RISERS, FIELD CUTTING OR WELDING NOT ACCEPTABLE @ OU TD OOR CONTRO L PANE L SUPPORT NTS MOUNTING SURFACE PANE L A1 10,000 A.I.C. SYM. 120/240 VOLT 1 PHASE 3 WIRE NEMA 3R MAIN 30A MCB BUS 100A Cu LOCATION WATTAGE CKT CKT WATTAGE LOCATION 0A 0B REC LTG POLE BKR NO. !2/A 0B NO. BKR POLE LTG REC !2/A .0B ' - RESERVOIR 400 2 I 20 1 2 20 1 1 180 RECEPTACLE MIXER 400 I --3 4 20 1 100 IRRIGATION CONTROLLER I 5 6 20 1 100 RESERVOIR VAULT I 7 I I 8 I 9 10 11 12 13 14 _J_ 15 16 400 400 WATTS/LINE 280 100 r/JA = 680 r/JB= 500 TOTAL WATTS= 1180 AMPS/LINE= 5 LCL AMPS= * GFIC BREAKER * * REPLACE WITH NEW PANEL 'A1' G~0CONTROL ENC LOSURE ELEVATI ON NTS 7 I I f \\ ,, ,, ,, ' ' ---------------------------------- STATION ~- ELEVATION NTS INSTALL NE MA 4 J-BOX ---1------EXIST PB-1 MODIFY AS REQUIRED FOR NEW CONDUITS EXIST CONDUIT. (SEE E-2 AND E-3) L Q) ~ C ::, .c C E Q. LO N .;,: "' ~ .., "' I w r--0 I (/] ,,., N 00 0 / 0 4'. u ,,., N 00 0 / 0 ~ 0 0 C "' "' Q) 0 I "" "' 0 ~ Q. (/] ,,., N 00 0 / .c (.) 0 "' CD E-4 ,-------------------------------....... --,----...------------------,,--....... -------....... ------------------------1T; REVIEWED: a. M MORAES/PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 a_ ELECTRICAL SHEET ~ 6 . . . ELECTRICAL DETAILS AND SCHEDULES j BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER SPYGLASS HILL RESERVOIR WATER MIXER Q) "' C "' l--------1-----1------------------1------t-:-===--~~--t-----------------"""T"-------tc DESIGNED: JM DRAWN : CAD CITY OF NEWPORT BEACH W-5384-S ~ ------□ NO. DATE DESCRIPTION OF REVISIONS APPRO\i1ED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 07 OF 07 :;.-JM 1 15 19 -------------------------------------------------------------------------------------------~---------~----------------------"""l"l'"!-rr!(]_