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HomeMy WebLinkAboutDWG 477-2; 5025; HYDROELECTRIC FACILITY MAERKLE RESERVOIR; 01-42---------------- / CARLSBAD ICIPAL ATER DISTRICT ~ -5 " [ ~ Q w :';: "' >- VICINITY MAP SCALE: NTS FILE: PROJECT 5025 LOCATION MAP LOCATION MAP SCALE: NTS FILE: PROJECT 5025 LOCATION MAP ~ ' PROJECT NO. 8362A10'• FILE NAME: 8362A10-00-G-01.dgn --------------·-------------------------- ' ' ' ' I DALEY RANCH "' m 0 C ~ C) ~ m "' --< " , ,;_ I ,ca m ~ ,; C, I '9, PRESSURE CONTROL HYDROELECTRIC FACILITY AT THE MAERKLE RESERVOIR PROJECT No. 5025 BOARD OF DIRECTORS MATT HALL -PRESIDENT MARK PACKARD -VICE PRESIDENT KEITH BLACKBURN -DIRECTOR FARRAH GOLSHAN DOUGLAS -DIRECTOR LORRAINE WOOD -DIRECTOR JOHN COATES-INTERIM EXECUTIVE MANAGER MAY 2013 The undersigned has approved this document for and on behalf of Carollo Engineers, P.C. DRAWING INDEX SHEET No. DRAWING No. GENERAL 1 G-01 2 G-02 3 G-02A 4 G-03 5 G-04 YARD 6 C-01 7 C-02 8 C-03 STRUCTURAL 9 S-01 MECHANICAL 10 M-01 11 M-02 ELECTRICAL 12 E-01 13 E-02 14 E-0.3 15 E-04 16 E-05 17 E-06 18 E-07 19 E-08 20 E-09 21 E-10 INSTRUMENTATION ' I 22 ' N-01 23 I N-02 ' 24 N-03 25 I N-04 26 I N-05 27 I ::.1 TYPICAL DETAILS 28 29 CT-02 30 ET-01 31 ET-02 32 ET-03 33 ET-04 34 ET-05 35 ET-06 36 IT-01 37 MT-01 38 PT-01 39 PT-02 40 PT-03 41 ST-01 42 ST-02 DRAWING TITLE COVER SHEET, LOCATION MAP AND DRAWING INDEX LEGEND AND ABBREVIATIONS GENERAL MECHANICAL NOTES SITE PLAN -PROPERTY BOUNDARY PROCESS SCHEMATIC PARTIAL SITE PLAN PARTIAL SITE PLAN YARD PIPING I SITE IMPROVEMENTS LEGEND AND ABBREVIATIONS HYDROELECTRIC FACILITY -PLAN AND SECTIO PRESSURE REDUCING STATION -MODIFICATIO s ELECTRICAL -LEGEND I ELECTRICAL -LEGEND II EXISTING MCC-1 & SWBD PCHF -ELEVATIONS EXISTING OVERALL ONE-LINE DIAGRAM MODIFIED AND NEW ONE-LINE DIAGRAMS & SCHEDULE SITE PLAN SCHEDULE HYDROELECTRIC FACILITY -PLANS EXISTING PUMP STATION -PLAN SUPPLY FAN DETAIL SYMBOLS AND ABBREVIATIONS - I SYMBOLS AND ABBREVIATIONS -II ,. SYMBOLS AND ABBREVIATIONS -Ill SYMBOLS AND ABBREVIATIONS -IV TURBINE P&ID PANEL DETAIL CIVIL AND CORROSION -TYPICAL DETAILS CIVIL AND CORROSION -TYPICAL DETAILS ' ELECTRICAL -TYPICAL DETAILS ELECTRICAL -TYPICAL DETAILS ELECTRICAL -TYPICAL DETAILS ELECTRICAL -TYPICAL DETAILS ELECTRICAL -TYPICAL DETAILS ELECTRICAL -TYPICAL DETAILS INSTRUMENTATION -TYPICAL DETAILS MECHANICAL-I YPICA1-ElETAILS PIPING -TYPICAL DETAILS PIPING -TYPICAL DETAILS PIPING O TYPICAL DETAILS STRUCTURAL -TYPICAL DETAILS STRUCTURAL -TYPICAL DETAILS G-01 J -o/721, l, o¼TE \ Principal l-----+--+-------------+-----+---+---1--------l I SH~ET I CI TY OF CARLSBAD ~ :=.:;;:;:;=;;:~;:;:=.=.E~N~G::;IN::::E~. E::;R::IN::G;=;:D~E::P::AR::T::M::E::N::T;;::::::=~,':::L4::__j:===: i------t-"------t------------------t-"---t-"------t-------t----l IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL'WATER DISTRICT Underground Service Alert Coll: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG \ ( ' VERIFY SCALES I BAR IS ONE fNCH ON ORIGINAL DRAWING 0 l"""'i•"""iiiiiiil 1 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' COVER SHEET, LOCATION MAP AND DRAWING INDEX PCHF AT THE MAERKLE RESERVOIR APPROVED WILLIAM [. PLUMMER /42~ t",, ;c::,h .... ,,,,. .. t =· . Qolro/2~ ENGINEERING MANAGER' PE 2Bi76 EXPIRES J 31 14/ DATE DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL OWN BY: PS PROJECT NO. I DRAWING NO. CHKD BY: TGM 5025 477-·· 2 RVWD BY: TGM N" £ C " 00 0. :,.: "' 0 w :i: Cl) ~ PIPING ABBREVIATIONS ABBR. SERVICE HE CHLORINE DIOXIDE CARRIER WATER IA INLET A IB INLET B MD MAIN DISTRIBUTION OA OUTLET A OB OUTLET B PD PUMP DISCHARGE RC RESERVOIR CIRCULATION s SEWER SD STORM DRAIN TD TANK DRAIN WO WASHDOWN SIZE (INCHES)\ r SERVICE ~ CIVIL SYMBOLS cp 0 STREET LIGHT ~ WATER METER WM [>C)<] BLOWOFF BO 0 WATER VALVE WV [>C)<] FIRE HYDRANT 0 IRRIGATION VALVE IV 0 ELECTRIC FACILITY IT] TELEPHONE RISER s ACCESS MANHOLE @) STORM DRAIN MANHOLE 0 SEWER CLEANOUT sco 0 SEWER MANHOLE e TREE (SIZE AS NOTED) * PINE (SIZE AS NOTED) ~ YUCCA (SIZE AS NOTED) e BUSH --x CHAIN LINK FENCE PROJECT NO. 8362A10 FILE NAME: 8362A10-00-G-02.dgn PIPE AND FITTING SYMBOLS DOUBLE l:.INE -e--+---it- -e--~ ---it - -e--t --it- -~- -~- -~ SINGLE LINE WELDED JOINT GROOVED END JOINT FLANGED JOINT HUB & SPIGOT JOINT (RUBBER GASKET) MECHANICAL JOINT PUSH-ON JOINT ~-It"==::-----------ADAPTER SIDE -e--r---it-GROOVED END ADAPTER FLANGE -~- -~ -~ -Etts- -~- ~- ~- ~- -£$- -~- -~- -~- -~- -~-- -<-E -----it - :tll ff ---+11Il+-- -+l)+-- ---0-- 0+1--- G+'--- ---+0+-- 181 ---0-1--- . -D-- ----D- -11--- . FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER WITH THRUST TIES FLEXIBLE COUPLING FLEXIBLE COUPLING WITH THRUST TIES METAL BELLOWS EXP JOINT ELASTOMER BELLOWS EXP JOINT EXPANSION COMPENSATOR ELBOW UP ELBOW DOWN TEE UP TEE DOWN LATERAL UP LATERAL DOWN CONCENTRIC REDUCER ECCENTRIC REDUCER UNION CAP ~ ~~~~ w w z ~ z w w ~f,-bnM z p. 9/30/1/4. ,c ::: J ~ ~ M " ~ CHAI-I~,._ o i) w "f?t or c,._1 Lii 0 0 DOUBLE LINE ':¥'.'. -P-------d- ..(3_ -ef4p- -~- -~- -t;t- -~- -~- -~- -~- -~- ---filq--- Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG SINGLE LINE ':¥'.'. -[><J-- --!\I- -!>O<}- -M-- -K>I---- ---+DI- -+- ____/ VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ANCHOR GATE VALVE BUTTERFLY VALVE BALL VALVE 3-WAY BALL VALVE FLG or TRUE UNION DIAPHRAGM VALVE PLUG VALVE MECHANICAL JOINT PLUG VALVE LUBRICATED PLUG VALVE CHECK VALVE PINCH VALVE BALL CHECK VALVE KNIFE GATE VALVE DUAL CHECK VALVE ELBOW, 90 DEGREE CROSS TEE ELBOW, 45 DEGREE LATERAL --,[ c ~:, ' $ y @ 0 -0-- ® --fil-- Q ~ cU=3 @El ~ 7 @-cJ de, -0--- PIPING SYMBOLS QUICK DISCONNECT HIGH PRESSURE AIR OR FLUSHING BATCH METER AIR VENT BACK FLOW PREVENTER CALIBRATION COLUMN DIAPHRAGM SEAL DRAIN ELECTRIC MOTOR EQUIPMENT DRAIN EXPANSION JOINT, FLEXIBLE VIBRATION JOINT FAN: EXHAUST/SUPPLY FILTER FIRE HYDRANT FLEX COUPLING FLANGE COUPLING ADAPTER FLOOR DRAIN GAUGE: PRESSURE GAUGE: DIFFERENTIAL PRESSURE GRINDER MIXER PRIMARY LEVEL ELEMENT: FLOAT SWITCH PRIMARY LEVEL ELEMENT: PROBE PRIMARY LEVEL ELEMENT: ULTRASONIC PRIMARY FLOW ELEMENT: WEIR PRIMARY FLOW ELEMENT: X = M -MAGNETIC X = R -ROTAMETER X = U -ULTRASONIC PULSATION DAMPENER PUMP: CENTRIFUGAL PRESSURE SUSTAINING VALVE PRESSURE SUSTAINING VALVE/ PRESSURE REDUCING VALVE D ----{)-- -D--y -B-- ® u n ---{8J--- . y r q -taJ-- OR ----iOI--- --KQ-- ---j\f--- ---j'Jf--- -(7\)--- -Kf--- ---y-- ----1><J--- ----lX!- --g-------lfi ----v-- ------------------------ PUMP: SUBMERSIBLE REDUCER: CONCENTRIC REDUCER: ECCENTRIC ROTARY CHEMICAL FEEDER RUPTURE DISK SAMPLE PORT SIGHT GLASS SLIDE GATE STRAINER: WYE TYPE STRAINER: WYE TYPE WITH BLOWOFF SUCTION DIFFUSER THERMOMETER BACKPRESSURE REGULATOR SELF-CONTAINED BACKPRESSURE REGULA TOR W/EXTERNAL PRESSURE TAP PRESSURE-REDUCING REGULATOR: SELF CONTAINED PRESSURE-REDUCING REGULATOR W/EXTERNAL PRESSURE TAP PRESSURE-SUSTAINING/ PRESSURE REDUCING VALVE: SELF-CONTAINED VALVE: ANGLE VALVE: AIR RELIEF VALVE: BALL VALVE: BALL CHECK VALVE: BUTTERFLY VALVE: CONE VALVE: DIAPHRAGM VALVE: FLAPPER CHECK VALVE: THREE WAY VALVE: GATE VALVE: GLOBE VALVE: HOSE VALVE: NEEDLE/BALANCING VALVE: PLUG THREE WAY VALVE: PLUG ECCENTRIC =rat= -t=:j- -ICS2)-- ~ + ® I 8125 TYP PUMP: DIAPHRAGM PUMP: METERING PUMP: PLUNGER PUMP: PROGRESSING CAVITY ---------------- VALVE: PRESSURE RELIEF PRESSURE-REDUCING REGULATOR --N-VALVE: SWING CHECK VALVE: THREE WAY MOTOR OPERATED PUMP: RECIPROCATING VALVE: THREE WAY SOLENOID OPERATED PUMP: ROTARY VALVE: VACUUM ELECTRIC/ HYDRAULIC ACTUATOR DETAIL OR SECTION IDENTIFICATION '------DETAIL OR SECTION TAKEN ON THE SAME SHEET '--------DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT TITLE -----------TYPICAL DETAIL REFERENCE BUBBLE ------------TYPICAL DETAIL NUMBER IDENTIFICATION ----DETAIL OR SECTION IDENTIFICATION '-----:DETAIL OR SECTION REFERENCE BUBBLE ~--DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET ~-----DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED ~-------TYPICAL DETAIL IS TO BE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE G-02 "AS B l,J I LT" -?.e-~/. fr' 7< ¢/'-.: RCE ___ EXP_____ DATE i--------t--+--------------4---+--l---+-----l I SH~TT I CI TY OF CAR LS BAD ~ ENGINEERING DEPARTMENT ~ i----t---r-----------------+----t-------,f-------,----l :;,M==-P==-Ro==v==-E==M:'ccEN~T==P==LA==N==-s==F'=O:=.R,=C';"A'=R=Ls'=B=AD=M=u==N==,c==,P==A=L=W:=A==TE==R=o=,s=m='-,'=cr==== LEGEND AND ABBREVIATIONS PCHF AT THE MAERKLE RESERVOIR DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I Vl 0 ::J"" ~ ro ro Cl ..-+ N 0 +'> -h -.J +'> -.J I N N ~ 0 w ~ f--~ GENERAL MECHANICAL NOTES: 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS. 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. 3. CHANGE IN PIPING MATERIAL GROUP IS INDICATED THUS: 4. SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT FURNISHED. ALL FLOOR MOUNTED EQUIPMENT SHALL BE SET ON CONCRETE PADS CONFORMING TO DETAILS SHOWN ON THE TYPICAL STRUCTURAL DRAWINGS. 5. DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF DISSIMILAR METALS. 6. UNLESS OTHERWISE SHOWN ON THE DRAWINGS ALL FLOOR SLAB AND WALL PENETRATIONS SHALL BE AS SHOWN ON THE TYPICAL DETAILS. 7. UNLESS OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE SUPPORTS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED. 8. SYMBOLS SHOWN ON DWG G-02 IS A GENERAL LIST OF SYMBOLS. NOT ALL ITEMS APPEAR ON CONTRACT DRAWINGS. 9. TYPICAL DETAILS SHALL BE USED FOR ALL PERMANENT WORK EVEN THOUGH THEY ARE NOT CALLED OUT AT ALL LOCATIONS WHERE THEY APPLY. 10. ALL DRAIN LINES SHALL BE PROVIDED WITH 1/4" PER FOOT SLOPE. 11. ALL REQUIRED PIPE GUIDES AND SUPPORTS MAY NOT NECESSARILY BE SPECIFICALLY CALLED OUT ON THE DRAWINGS. ALL SUPPORTS AND APPURTENANCES REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR WHETHER SPECIFICALLY SHOWN ON THE DRAWINGS OR NOT PER SPECIFICATION SECTION 15061. 12. NOT ALL THE REQUIRED FITTINGS ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL THE FITTINGS SHOWN ON THE DRAWINGS AND ADDITIONAL FITTINGS AS REQUIRED FOR PIPING ARRANGEMENTS SHOWN ON THE DRAWINGS AND PER EQUIPMENT FURNISHED. 13. SUCTION AND DISCHARGE PIPING OF EQUIPMENT SHALL BE INSTALLED AND SUPPORTED IN SUCH A MANNER SO THAT THEY SHALL NOT IMPART STRAIN ON EQUIPMENT. 14. PIPING IS SHOWN DIAGRAMMATICALLY ON THE DRAWINGS. NOT EVERY OFFSET AND FITTING OR STRUCTURAL DIFFICULTY THAT MAY BE ENCOUNTERED HAS BEEN SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL MAKE MODIFICATIONS TO PIPING ALIGNMENT WHERE NECESSARY TO COORDINATE WITH ALL NEW WORK AND ALL KNOWN EXISTING FACILITIES. MODIFICATION SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER AND SHALL BE DONE AFTER OWNERS APPROVAL. 15. NOT ALL ITEMS ARE SHOWN IN ALL PLANS, SECTIONS, DETAILS, SCHEMATICS, ISOMETRICS AND P&ID DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL ITEMS SHOWN AT ANY ONE LOCATION OR SPECIFIED EVEN IF THEY ARE NOT SHOWN AT OTHER LOCATIONS ON THE DRAWINGS OR SPECIFIED. 16. THE CONTRACTOR SHALL PROVIDE ALL THE ITEMS REQUIRED PER SPECIFICATIONS WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS. 17. OVERALL PHYSICAL SIZE OF THE EQUIPMENT SELECTED BY THE CONTRACTOR SHALL NOT EXCEED THE SIZE SHOWN ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. CLEARANCES, DIMENSIONS OR SCALED DISTANCES SHOWN ON THE DRAWINGS SHALL BE MAINTAINED. THE CONTRACTOR SHALL INCLUDE THE COST OF THE ASSOCIATED CHANGES AND ADDITIONS INCLUDING CHANGES TO BUILDINGS AND STRUCTURES SIZES, DUE TO DEVIATION IN EQUIPMENT PHYSICAL SIZES IN HIS BID. ALL CHANGES AND ADDITIONS SHALL BE SUBMITTED FOR OWNER'S REVIEW AND SHALL BE DONE AFTER OWNER'S APPROVAL AT NO ADDITIONAL COST TO THE OWNER. 18. PIPING JOINTS SHALL BE PER PIPING SCHEDULE AND IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS INDICATED OTHERWISE ON THE DRAWING. 19, REFER TO SPECIFICATION SECTION 01140 AND OTHER APPLICABLE SECTIONS FOR WORK RESTRICTIONS AND CONSTRAINTS. 20. THE FIRST PIPE JOINT OUT OF STRUCTURES OR OUT OF CONCRETE ENCASEMENT SHALL BE AT THE EDGE OF WALL OR WITHIN TWO (2) FEET FROM EDGE OF WALL OR END OF CONCRETE ENCASEMENT. THE NEXT TWO (2) JOINTS SHALL BE A MAXIMUM OF FOUR (4) FEET ON CENTER UNLESS OTHERWISE NOTED. 21. IN ADDITION TO COATINGS REQUIRED WHERE INDICATED ON THE DRAWINGS OR IN THE SPECIAL PROVISIONS, CONTRACTOR SHALL PROVIDE COATINGS FOR ALL PIPING, VALVES, EQUIPMENT, AND OTHER ITEMS SCHEDULED FOR COATING IN ACCORDANCE WITH SECTION 09960. 22. VERIFY LOCATIONS, SIZES AND CONNECTION MATERIALS OF EXISTING PIPING AND EQUIPMENT BEFORE FABRICATING NEW PIPE. PROJECT NO. 8362A10 FILE NAME: 8362A10-00-G-02A.dgn Underground Service Alert Call: TOLL FREE 1-800-227-2600 lWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE I NCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY \ ' G-02A "AS BUil T" ~4A(~ s-A/4: RCE ___ EXP,____ DATE t---t-----+-------------1-----l----l----+---l I SH:::ET I Cl TY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ,----,---;---~---------------t----+---t----+-----l ;;;IM:;;P:;R;O:;VE::;M~E'.=N;T;PLA~N;S;FO;R;:=C;;A;R=LS:;B=AD;;=M;;UN:;l;C/::;PA=:L=W,=:,\;:;T::;E;R::;D::;IS:;TR~l.';:CT;:==== GENERAL MECHANICAL NOTES PCHF AT THE MAERKLE RESERVOIR Vl 0 ~~ rt> G) ,-+ w DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 0 .s:,. --..J .s:,. ';-I NN ~ 0 ~ f-; 0 50' 100' 200' ~ REFERENCE POINTS BENCHMARK CLSB-099 ELEV 544.57' (NGVD 29) RECORD OF SURVEY 17271 2.5" DISC STAMPED "CLSB-125 L.S. ~215" IN CURB AT THE SOUTH END OF WHIT BIRCH DR. 108' SOUTH OF SEQUOIA CREST ST THE SOUTH END OF CUL-DE-SAC, 50' SOUTHEAST OF STREET LIGHT. BASIS OF COORDINATES NAD 83 (1999.92 EPOCH) 0 CLSB-099 N 2000610.941' E 6254391.411' ELEV 544.57' (NGVD 29) RECORD OF SURVEY 17271 2.5" DISC STAMPED "CLSB-125 L.S. 6215" IN CURB AT THE SOUTH END OF WHIT BIRCH DR. 108' SOUTH OF SEQUOIA CREST ST THE SOUTH END OF CUL-DE-SAC, 50' SOUTHEAST OF STREET LIGHT. 0 CLSB-125 N 2000965.044' E 6249282.964' ELEV 422.238' (NGVD 29) RECORD OF SURVEY 17271 2" IRON PIPE AND DISC STAMPED "CLSB-125 L.S. 6215" ALONG GAS LINE EASEMENT ROAD AT THE SOUTHWEST CORNER OF LEISURE VILLAGE IN VISTA AND 5' EASTERLY OF A GAS LINE MARKER POST APN: 209-070-16 OWNER: KATO FAMILY (SURVIVORS) TRUST (03-30-08) (15.87%); KATO FAMILY RESIDUAL TRUST (03-30-83) ADDRESS: 3250 SUNNY CREEK RD PROJECT NO. 8362A10 FILE NAME: 8362A10-00-G-03.dgn ------------ Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG I I I I I I I ! __ ,,.,,-.--CHLORiNE biOXIDE 1 BUILDING I l I '" '.' ,,/ _________ .,,.. B C-02 ROS 13850 ~--EXISTING 200 MG MAERKLE DAM STORAGE RESERVOIR APN: 169-230-02 : OWNER: CARLSBAD MUNICIPAL WATER DISTRICT VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY I GENERAL NOTES: 1. PROPERTY LINES IN THIS DRAWING WERE ESTABLISHED FROM AVAILABLE RECORD MAPS AND ASSESSOR'S MAPS. NO TITLE REPORTS WERE REVIEWED FOR THIS PROJECT. SELECT RECORD MONUMENTS WERE TIED INTO THE PROJECT COORDINATE SYSTEM TO ORIENT RECORD MAPS. BEARINGS AND DISTANCES TAKEN FROM THIS DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA. THESE PROPERTY LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. 2. PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURES IN PLACE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION I GRADING. 4. A GEOTECHNICAL INVESTIGATION OF THE WORK SITE HAS BEEN CONDUCTED AND IS SUMMARIZED IN A REPORT BY NINYO & MOORE. DATED MARCH 8, 2011. THIS REPORT WAS PREPARED FOR USE BY THE ENGINEER DURING DESIGN. USE AND INTERPRETATION OF DATA AND INFORMATION IN THE REPORT BY CONTRACTOR SHALL BE AT CONTRACTOR'S OWN RISK. CONTRACTOR, AT HIS OPTION, MAY PERFORM HIS OWN GEOTECHNICAL INVESTIGATION OF THE SITE. COPIES OF INFORMATION AND REPORTS PRODUCED FOR CONTRACTOR SHALL BE PROVIDED TO OWNER. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE DIGGING AT 1-800-227-2600. ENVIRONMENTAL NOTES: THERE ARE NO EXISTING FISH AND WILDLIFE ON THE SITE FOR THE HYDROELECTRIC FACILITY BUT THERE IS AN AREA APPROXIMATELY 500 FEET FROM THE SITE THAT IS OPEN SPACE. IF CONSTRUCTION ACTIVITIES ARE PROPOSED DURING THE CALIFORNIA GNATCATCHER BREADING SEASON (FEBRUARY 15TH THROUGH SEPTEMBER 15TH) THE FOLLOWING MEASURES MUST BE IMPLEMENTED: 1. A QUALIFIED BIOLOGIST SHALL CONDUCT A FOCUSED SPECIES GNATCATCHER SURVEY I APPROPRIATE HABITAT WITHIN AND SURROUNDING THE PROJECT AREA. THE SURVEYS SHALL CONSIST OF THREE VISITS, ONE WEEK APART; THE LAST OF THESE WILL BE CONDUCTED NO MORE THAN THREE DAYS PRIOR TO CONSTRUCTION. 2. SURVEYS SHALL ALSO BE CONDUCTED BY A QUALIFIED BIOLOGIST IN APPROPRIATE HABITAT FOR NESTING RAPTORS AND MIGRATORY BIRDS (INCLUDING, BUT NOT LIMITED TO THE LEAST BELL VIREO) AND WITHIN AN ADDITIONAL 500-FT SURVEY BUFFER WITHIN THREE DAYS OF CONSTRUCTION. 3. THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATED DURING PRE-CONSTRUCTION SURVEYS. 4. IF THE NESTS OF LISTED BIRDS, MIGRATORY BIRDS, RAPTORS, OR OTHER SENSITIVE SPECIES ARE LOCATED, THEY SHALL BE FENCED WITH A PROTECTIVE BUFFER OF AT LEAST 500-FT FROM THE ACTIVE NESTS OF LISTED SPECIES, AND 300-FT FROM OTHER SENSITIVE BIRD SPECIES. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITED WITHIN THIS AREA. 5. DURING THE BREEDING SEASON, CONSTRUCTION NOISE SHALL BE MEASURED REGULARLY TO MAINTAIN A THRESHOLD AT OR BELOW 60dBA HOURLY LEG WITHIN 500-FT OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES. IF NOISE LEVELS SUPERSEDE THE THRESHOLD, THE CONSTRUCTION ARRAY SHALL BE CHANGED OR NOISE ATTENUATION MEASURES SHALL BE IMPLEMENTED. G-03 "AS BU IL T" I ~~r•-°A._ ~/a RCE___ E p_______ DATE f---f-----+-------------l---1-------.jf--__)_ _ _j I SH;ET I CI TY OF CARLSBAD ~ :========'='=======E=;N=:G=::IN::::E::::E=:R::::IN':'G::::::::D::::EP::::A::::R::::T::::M::::E::::N::::T===::1_'=~===: IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SITE PLAN PROPERTY BOUNDARY PCHF AT THE MAERKLE RESERVOIR APPROVED WILLIA!J-{.fLUMMER u.Al/nq 2' .~4rc rt!,,,. Ot;J1.11_,lt2 ENGINEERING MANAGER PE 28176 EXPIRES J 31/14 ~DATE DWN BY: PS PROJECT NO. I DRAWING NO. ~~~g ~~; tj~ 5025 _ 4 77-2 -- 092413 Vl 0 ::, ~ ro , ro G) .-,. +>- 0 +>- -+, ....., +>-....., I N N j Sj ti C: ;Ji 0. t 0 UJ ~ f--~ PROJECT NO. 8362A10 I . : ' ' TAP 3 FLOW CONTROL AND METERING STRUCTURE--__, FILE NAME: 8362A10-00-G-04.dgn ~·-"-"" -.. !",: '42" SDCWA r___AQUEDUCT ' ' 1··1-1 _2_4_" ---l!llis• I.-- ! 16" 16" I ' ' ' I I ' ' ' ' : ' ' ' ' ' EXISTING PRESSURE REDUCING STATION . r,f': // ---- 12" PSV FUTURE PSV ' . l ' -- '~~ _/ /\_ I c•·1··----:;-::· : 4" PRV --rllli•--TO WASHDOWN AND IRRIGATION ACCESS -------------------------------------- 1----1-Q-,1-,,--6-"_W_D ___________ r:---------~-TO CHLORINE DIOXIDE EDUCTOR, HOUSE, ON-SITE IRRIGATION, RESERVOIR WASHDOWN >,: --L __ ______ ,, ! \ '------I[:>< 4" WD (DRAIN) ' : ' ___ r_--.. ::~J/< ____ _ / ·-. ..___ i::::, 1/1 __ /. ___ ,------[ 16" 16" )/ ,.,, 12" PSV FUTURE PSV \ f 12" psv /PRV FUTURE PRV/PSV ••.. ! TO EXISTING DRAIN SUMP 16": 24" 16" i 42" MD -TO 10 MG MAERKLE TANK KEYNOTES: 0 0 ADDITIVE ALTERNATE BID NO. 1. REFER TO SPECIFICATION SECTION 17302. EXISTING VALVE SHALL BE NORMALLY CLOSED. ',---------"~-~--M <::k ,. I /', \ ' , ·"/ . .. , "•\:/' '------·"· 10"HE I / ~ w w z 5 z w ~I J ~ 0 "' 1i 10" HE 16"MD~ / 1 --- / UJ I z 12"MD~ '----1------1,__F_M__,l-----+i----1, ~ " :::, f------+-\~ " ~~~u0 f 1 it;>~ i--,.; • r""I ('f) p. 9/30//14 ;o * ~ ---~ ii" C') J).i CHA'<l\v ~ 0 '.fl'( Of C1'\.I~ in 0 I NEW BUILDING _/1 Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG I I_ VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY HYDROELECTRIC FACILITY -1 I I I I I I I I 12"MD RCE __ _ G-04 EXP ____ _ t---i------t-------------1----1---l--~I-j________J I SHiET I CI TY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ,---t---i------------------+----+---~L--__LJ1 __ _] ~IM:;;:P"'R,;:OV°'E~M~EN~T~P~LA:;;N:;;S~F;;O;;R,::::C~A;R;:;LS:;B~AD~M~U~N~IC~IP.~A~L~W.~1\;TE;,;R:=;D:=:IS;TR~l';CT;:====; PROCESS. SCHEMATIC PCHF AT THE MAERKLE RESERVOIR DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l/l 0 l~ ~ G) l.11 0 .i:,. --h -..J .i:,. ';-J N N I ~ C ~ ~ 0 10' BLDCORNER N 2000742.74 E 6252103.68 BLDCORNER N 2000731.87 E 6252118.03 20' 40' FERC PROJECT BOUNDARY _ _,,, ~ HYDROELECTRIC FACILITY ~(POWERHOUSE)~------::;;~ C PROJECT NO. 8362A10 C-03 ELECTRIC PACKAGE ELEV. 485 EX. GROUND LEVEL= 2'-3' T OF P 5'-0" FROM FACE OF CURB FILE NAME: 8362A10-00-C-01.<ign ELECTRICAL CONDUIT-_,. SEE ELECTRICAL PLAN FOR DETAILS ----· EXISTING PRESSURE ffi REDUCING STATION {VAULT)~ 6" RESTRAINT JOINT AT ST A. 0+05 2 (ea.)-6" -45" MJ x MJ AT STA. 0+18 TO STA. 0+22 42"OA 4'-0" PIECE BETWEEN, OFFSET AT 3'-0" AT STA. 0+18 /; 42"PD Unde191ounc Service Alert Cull TOLL FRfJ 1-800-227-2600 ''110 WORKING DAYS BEFORf YOU lllG I . 12"TD A G-03 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ! I PARTIAL PLAN SCALE: 1" = 20'-0" FILE: MAERKLE RESERVOIR TOPO _carollo I \ . \ I I / I / // / 42"MD 10" HE 2" -P\TC CONDUIT • ~IVE \ AT ST . 3+72 •·· --EX.AC ACCESS ROAD EX. ELECTRIC PACKAGE 2'-2" TO TOP OF PKG. 4' x 6" ENCASEMENT AT STA. 2+88 DATE INITIAL N 9 (.) (!) z I 0 UJ UJ CJ) UJ z ...J J: (.) ... i ENGINEER OF WORK REVISION DESCRIPTION 21" HE DATE INITIAL OTHER APPROVAL DATE GENERAL NOTES: 1. DRAWING BASED ON SURVEY PERFORMED BY RIGHT-OF-WAY ENGINEERING SERVICES, OCEANSIDE, CA IN DECEMBER 2010. 2. YARD PIPING DRAWING BASED ON SQUIRES TANK ANO PIPELINE PROJECT RECORD DRAWINGS DATED 3/15/91 BY LUKE -DUDEK CIVIL ENGINEERS, INC. 3. SEE ELECTRICAL DRAWINGS FOR EXISTING CONDUITS. 4. REFER TO TYPICAL DETAIL P002 FOR TRENCHING DETAILS. 5. PIPE DESIGN IS BASED ON EXISTING BURIED STEEL WATERLINES BEING AWWA C200 OR ANSI A53 MORTAR LINED ANO COATED PIPE WITH A STEEL THICKNESS OF AT LEAST 1/4". IF CONTRACTOR FINDS THIS NOT TO BE THE CASE, NOTIFY ENGINEER IMMEDIATELY. 6. ALL EXISTING PIPES AT PIPE CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING TO VERIFY LOCATION AND DEPTHS OF EXISTING PIPES. 7. PROVIDE MINIMUM 6" CLEARANCE BETWEEN EXISTING ANO NEW PIPES ANO 3 FEET MINIMUM COVER. PROVIDE SLURRY BACKFILL AT PIPE CROSSINGS PER SPECIFICATION SECTION 02318. 8. EXISTING CONDUITS IN THIS AREA MAY EXIST. EXCAVATE WITH CARE. 9. FOR BENCHMARK AND BASIS OF COORDINATES, REFER TO DRAWING G-03. 10. PROTECT IN PLACE ALL EXISTING PIPING, EQUIPMENT AND STRUCTURES SHOWN AND NOT SHOWN ON THESE PLANS WHERE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. SHOULD SUCH ITEMS BECOME DAMAGED DURING THE WORK, REPLACE IN KIND AT NO COST TO THE OWNER. KEYNOTES: /.:',.,_ REMOVE AND REPLACE PAVEMENT OVER TRENCHES PER '\1/ SPECIFICATION ANO TYPICAL DETAIL P002 ANO PVMT SECTION ON OWG C-03. FERC PROJECT BOUNDARY COORDINATE DATA OJ N = 2000773.19 [Ij N = 2000769.07 [TI N = 2000755.64 0 N = 2000740.62 [Ij N = 2000770.21 [Ij N = 2000760.94 [Ij N = 2000710.63 [Ij N = 2000739.07 ENGINEER'S NOTE: E = 6252097.18 E = 6252102.61 E = 6252092.48 E = 6252112.31 ', E = 6252134.73 E = 6252146.97 E = 6252108.86 E = 6252071.32 NO FIELD SURVEY OF THE FERC BOUNDARY WAS MADE AND NO MONUMENTS WERE SET AT THE CORNERS. THE COORDINATES GIVEN ARE BASED ON NAO 83 DATUM. "AS BUILT" RCE __ _ EXP. ___ _ C-01 DATE --~SH~---~;.;ET;c:·~I =::;:C:;::-::-IT:::-:Ey:::::G==IN=E~==RF~ING. ~~¾~Tt~~AbJ I SH!;TS I IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT PARTIAL SITE PLAN PCHF AT THE MAERKLE RESERVOIR ---; APPROVED WILLIAM [. PLUMMER ENGINEERING MANAGER_ PE.2.8/ 76 EXPIRES J/Jl/_14 ~ INITIAL DRAWING NO. CITY APPROVAL ~~~g Bi~; ~~ ~I I p~o~~o l 477-2 l ~ Cl w ~ "' ~ / ! L PROJECT NO. 8362A 10 I EX. ABANDONED WET WELL ATSTA. 5+25 CONC. 10' x 5', 8.5' DEEP • (jf, r;r_:vu·-I I FILE NAME: 8362A 10-00-C..02.dgn I /_,') ! Ui I 'TO 1 ,-,/,i_ /i'rm:. l/ )1 "c Yi:\· :ll l•i;) iYJ ,,,~) 6"S 1" & 2" PVC UNMARKED AT ST A. 4+59 -2'0" DEEP 6"WD NV~. 42" MD @4'6" & 21" HE @4'-6" -NOT FOUND 42"MD 21" HE l __ J If;' ' I ' '• CH IJRl'IF: c-icx.=,= 3L·~•G 6" -0.1. RELOCATED 10'-0" OFFSET TO AVOID EX. WET WELL ACCESS ROAD 4" ABS 4'-0" DEEP AT STA. 4+87 /--\ I rt.'lf'. '1 \ / ,----=- A'-;--',I 6"WD ---.. I 1 -3" PVC 2'-0"T OF P 1-1" PVC@1'-0"TOFP 1-2" PVC@ 1'-0"TOF P 6" GATE VALVE 6" 0.1. PIPING ABOVE GROUNID----'f--~-< B G-03 PARTIAL PLAN SCALE: 1" = 20'-0" FILE: MAERKLE RESERVOIR TOPO Undergro,mc Service Aierl Call: fOll FREE 1-800-227-2600 fW:J WORKING DAYS BEFOiff vou UIC 8 21" HE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1· IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCOROINGL Y (TYP) ' ·~;;- 4:.,s · r I I ', ' • A - EXISTING GROOVED COUPLING 6" FLG STEEL TEE 1 BUTT STRAP 6"WD BOTT INV 507.18 N 2000805.44 ± E 6252753.00 ± ,. ' /0-. EXISTING CHAIN /\_ 'v" LINK FENCE~ \ ·-- 42"MD . ---------- AIR RELEASE VALVE "---------- / : _,,.· -· < I.~ 1 TO200MG MAERKLEDAM STORAGE RESERVOIR ;""·~8"TEEw/ ·\. BLIND FLANGE _/ MANHOLE GROOVED FLEXIBLE COUPLING 4 11" OD x 2" IPT SOCKET PVC REDUCING FLANGE CHLORINE DIOXIDE STORAGE BLDG. ---· I I \/ '! i _,i ----V // // I / / ,' / 'I // " ii i -11_ -----. --=== A ENLARGED PLAN SCALE: 1" = 5'-0" FILE: MAERKLE RESERVOIR TOPO -----,-----I _DATE INI~ ENGINEER OF WORK 1 REVISION DESCRIPTION --f----< ------~-f---+--' - -~---+---!-----------' DATE INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. DRAWING BASED ON SURVEY PERFORMED BY RIGHT-OF-WAY ENGINEERING SERVICES, OCEANSIDE, CA IN DECEMBER 2010. YARD PIPING DRAWING BASED ON SQUIRES TANK AND PIPELINE PROJECT RECORD DRAWINGS DATED 3/15/91 BY LUKE -DUDEK CIVIL ENGINEERS, INC. REFER TO TYPICAL DETAIL P002 FOR TRENCHING DETAILS. SEE ELECTRICAL DRAWINGS FOR EXISTING CONDUITS. FOR BENCHMARK AND BASIS OF COORDINATES, REFER TO DRAWING G-03. ALL EXISTING PIPES AT PIPE CROSSING SHALL BE POTHOLED PRIOR TO TRENCHING TO VERIFY LOCATION AND DEPTHS OF EXISTING PIPES. PROVIDE MINIMUM 6" CLEARANCE BETWEEN EXISTING AND NEW PIPES AND 3 FEET MINIMUM COVER. PROVIDE SLURRY BACKFILL AT PIPE CROSSINGS PER SPECIFICATIONS SECTION 02318. 8. EXISTING CONDUITS IN THIS AREA MAY EXIST. EXCAVATE WITH CARE. 10. PROTECT IN PLACE ALL EXISTING PIPING, EQUIPMENT AND STRUCTURES SHOWN AND NOT SHOWN ON THESE PLANS WHERE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. SHOULD SUCH ITEMS BECOME DAMAGED DURING THE WORK, REPLACE IN KIND AT NO COST TO THE OWNER. KEYNOTES: 0 0 0 0 0 0 0 0 0 REMOVE EXISTING 2" TEE AND REPLACE WITH A NEW 2" CROSS. PROTECT IN PLACE. ADJUST LOCATION OF 6" WO TO CLEAR FENCE POSTS. PROVIDE 1" COMBINATION AIR VALVE PER CMWD STANDARD DWG NO. W-7 AND W-8. PROVIDE SCH 80 PVC PIPE SOLVENT WELDED. CUT AND BAND EXISTING FENCE FOR NEW 6" PIPE. PROVIDE 2'x2'x12" CONCRETE PAD FOR SUPPORT. REMOVE AND REPLACE PAVEMENT OVER TRENCHES PER SPECIFICATION AND TYPICAL DETAIL P002 AND PVMT SECTION ON DWG C-03. HAND DIG/ VACUUM EXCAVATE DUE TO POTENTIAL UNKNOWN PIPING. INSTALL BURIED PIPING TO AVOID EXISTING OBSTRUCTIONS. MAINTAIN A MINIMUM 3 FEET OF COVER. PROVIDE CONVERSION KIT TO CONVERT EXISTING CLA-VAL PRESSURE CONTROL VALVE TO RATE OF FLOW CONTROL VALVE. CONVERSION KIT SHALL BE CLA-VAL, OR EQUAL. PROVIDE ORIFICE PLATE ASSEMBLY FOR RATE OF FLOW CONTROL VALVE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ORIFICE PLATE ASSEMBLY SHALL BE CLA-VAL, OR EQUAL. NEW 8" FLG PIPE SPOOL. MATERIAL TO MATCH EXISTING. EXISTING VALVE SHALL BE NOR.MALLY CLOSED. PROVIDE 12"x12"x8" CONCRETE PAD FOR SUPPORT. C-02 "AS BUILT" DATE RE~~ INSPOR. DATE s_ HEETl _f CITY_-_ OF __ ·cARLSBA __ --_ D I SHEETS 7 __ J I ENGI_NEERING DEPARTMENT 42 I IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT - PARTIAL SITE PLAN PCHF AT THE MAERKLE RESERVOIR ---- APPROVED WILLIAM £. PLUMMER ENGINEERING MANAGER PE 28176 EXPIRES J/31/14 DATE DWN BY: PS j. CHKD BY: LJE_ _ I RVWD BY: _l-JE. I ~------ PROJECT NO. 5025 J---DRAWING NO. 477-2 i I iii I ~ FIELD APPLY MORTAR LINING PROJECT NO, 8362A10 42"MD ACCESS ROAD TOP OF 42" TE_E, ELEV_ 480 /EXISTING /_ ELECTRICAL BOX ----1 i r:==_= __ -=--=-==========--=--~-~-==-=-=-=-====-==-===l;#===!-'.•;J ~42"x42"x16"FLGSTEEL ' ' "v-' REDUCING TEE (MLCS)--(! j 6"WO r <§>EXIST, IE 477_3 ±-~ _._ff \ -----------~~---------------~'---, .:) . 26'-611 BUTT STRAP IE 484,75 42"MD 20'-10" EXISTING PRESSURE REDUCING STATION 1-- ! <§>EXIST, IE 469.5± ··r· ~---i-) •, I / -,)le_ - - - -" t_-11, •; =? 1:---~--'--;: ! ' -:-:::_i i - --i I CATCH BASIN ___ ,-: ' JJ 6" -TIE TO EX. CATCH BASIN ELEV 483,58 INSULATING 0062 FLANGE KIT TYP G;) -----1-------IJll-__,,-<~~--.-ulH::l-------------------~ INSULATING FLANGE KIT TYP 12" LONG DIP SPOOL___,/ _TOP OF 16" PIPE, ELEV 479,50 10" ELBOW 5'-6" 16" BFV P026 TYP 10" HE 16" x 16" x 10"TEE FLG X MJRJ DIP SPOOL (FLG BRANCH & 10" HE 10" X 1'-4" DIP PIPE L--JM-------------~~~~~~'S':i:-==~':/i"t-n----__..;J-tjtt--M-J_R_J_Ru_N_) ___________________ ~---+-------.. 1-10" INSULATION KIT .,. ------------------ -------- -- $$+~:!l''l~=i~-----------~~-------7c:l8i"~:~==7tµt==:c~I1~~~B~U;TT~S;T;RA~P~ <§> 10" FLG STEEL TEE t MJRJ OUTLET TOP OF EX, 10" PIPE, ELEV,-477-40 30" x 16" STEEL REDUCER ACCESS ROAD REMOVE & REPLACE AC PVMT OVER TRENCH (TYP) 16 '--t-'::'~-K 3 16"BFVTOPOFNUT ELEV. 471,03 FLG X MJRJ SPOOL, 8'-0" LONG 16"MD 12" LONG DIP SPOOL 9 R=5,0' 12" CAP ELEV, 484_ 16 ~EXIST 12" CAP '\.!.1/(IE. 472,55) I T------- 16" MD '--'""--'=--' -ELEV, 484-47 4"0 12'-0" 9'-0" 14 D002 18 TYP (SIM) ELEV. 485.06 ' FM : IE 483-46 OF -")~~------1-----l,ll:::l:,,"1f--+--II : BURIED PIPE I _ J ' ' MJ-RJ (TYP) 0036 TYP (TYP) 4'-0" GROOVED FLEXIBLE COUPLING INSULATING FLANGE KIT 12'-0" INSULATING D062 FLANGE KIT TYP IE 483-460F / r-, BURIED PIPE FE-101 HYDROELECTRIC FACILITY G~) f---------------____________ __, ~ R=5,0' R=3,0' 8'-3/8" -------<t- t0(TYP) j 201-0" H,P-I 21'-2 114" C130 WOOD HEADER TYP (TYP) ------------------------------------------------\\-'-------' t \\ 2"MAX (TYP) 8"MIN 12" MAX 2"x2"x12 GA W_W_M_ TACK WELD TO BUTT STRAP 5 (TYP) • r FIELD APPLIED CEMENT MORTAR --.-✓-d-. • • EXIST MORTARl COATING, TYP I--+-- <::) ""'-. _,_ //✓' ~:;:.,i ""-;,Y \; I "AC S"ABC 2 AC PAVEMENT DETAIL 12" SUBGRADE COMPACTED TO 95% 26'-2 1/4" t<2?TYP) \\\ C C-01 ENLARGED PLAN SCALE: 3/16" = 1'-0" FILE: 8362A10-010-100 7 R=5,0' NEW AC PAVEMENT EB GENERAL NOTES: 1, DRAWING BASED ON SURVEY PERFORMED BY RIGHT-OF-WAY ENGINEERING SERVICES, OCEANSIDE, CA IN DECEMBER 2010, 2, YARD PIPING DRAWING BASED ON SQUIRES TANK AND PIPELINE PROJECT RECORD DRAWINGS DATED 3/15/91 BY LUKE -DUDEK CIVIL ENGINEERS, INC, 3, POTHOLE EXISTING PIPES AND UTILITIES AT ALL CONNECTING POINTS AND POTENTIAL INTERFERENCES, 4, DETERMINE LOCATIONS, DEPTHS, ACTUAL INSIDE AND OUTSIDE DIAMETERS, WALL THICKNESS AND WALL THICKNESSES OF EXISTING PIPES AT CONNECTIONS. SUBMIT TO ENGINEER PRIOR TO FABRICATING CONNECTING PIECES, 5, ALL BURIED NUTS AND BOLTS SHALL BE WAX TAPE WRAPPED PER CMWD SPECIFICATION 09902, ALL BURIED FITTINGS AND VALVES SHALL INCLUDE POLYETHYLENE ENCASEMENT PER CMWD SPECIFICATION 15000, 6_ PROTECT IN PLACE ALL EXISTING PIPING, EQUIPMENT AND STRUCTURES SHOWN AND NOT SHOWN ON THESE PLANS WHERE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, SHOULD SUCH ITEMS BECOME DAMAGED DURING THE WORK: REPLACE IN KIND AT NO COST TO THE OWNER- KEY NOTES: NOT USED REMOVE BLIND FLANGE, AND CONNECT TO NEW FLANGE. (MATCH EXIST, INVERT) NEW 2'x3'x1' CONCRETE SUPPORT PAD UNDER VALVE, SLOPE AC PAVEMENT AND CONCRETE WALl<M/AY TO DRAIN 1/4 INCH PER FOOT AS INDICATED, PROVIDE 114" DIAMETER TAPPED TEST HOLE, SCREW IN PLUG AFTER TESTING REMOVE AND REPLACE AC CURB AT PIPE CROSSINGS, REFER TO DRAWING C-01 FOR CONTINUATION. NOT USED DEMO AC CURB FOR NEW AC PAVEMENT, BOND ALL BURIED DUCTILE IRON JOINTS EXCEPT INSULATING JOINTS. PROVIDE STEEL TEE, MORTAR LINED AND COATEf:!1 A'MNA C200, AWWA C205 FOR LINING AND COATING AWW" C208 FOR FITTINGS WITH 3/8-INCH WALL THICKNESS. CUT EXISTING PIPE AND WELD 150# COMPANION FLANGES ON END$_ PROVIDE STEEL TEE, MORTAR LINED AND COATED, AWWA C200, AWWA C"05 FOR LINING AND COATING AWWA C208 FOR FITTINGS WITH 114-INCH MINIMUM WALL THICKNESS, CUT HOLE IN 12" CAP AND INSTALL 4" PIPE FLUSH WI INSIDE OF 12" CAP PIPE. POUR 30" x 30" x 30" CONCRETE BLOCK AROUND 4" PIPE ADDITIVE ALTERNATE BID NO, 1. REFER TO SPECIFICATION SECTION 17302. INVERT ELEVATION SHOWN IS APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY. REMOVE AND REPLACE PAVEMENT OVER TRENCHES PER SPECIFICATION AND TYPICAL DETAIL P002. EXISTING VALVE SHALL BE NORMALLY CLOSED. PROVIDE 2 WIRE GP TEST STATION SIMILAR TO TYPICAL DETAIL SHOWN WIO REFERENCE ELECTRODE, .. .. ' C-03 [ "AS B VILT" ~~--;/4,. 12( s/4,P~ RCE __ _ EXP ____ _ DATE PL THICKNESS = PIPE THICKNESS + 1/8" (3/8" MIN) \EX/STIMORTAR LINING, TYP 1/8" CHAMFER SCALE: NT$ FILE: 8362A10-00-C-03 t---~---1--------------------~1 CITY OF CARLSBAD ! I SH!;TS i ENGINEERING DEPARTM_ENT , WELD TYP 3"MIN 4"MIN (TYP) 12" MAX 1 BUTT STRAP DETAIL SCALE: NTS FILE: BUTT STRAP DETAIL FILE NAME: 8362A 10-00-C-03,dgn (TYP) VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY __ carol lo . I -DATE-i-lNITIAL ; ENGINEER OF WORK' REVISION DESCRIPTION ~--1 IMPROVEMENT Pl.ANS FOR: -CARLSBAD MUNICIPAL WATER DISTRICT --! YARD PIPING / ! SITE IMPROVEMENTS I PCHF AT THE MAERKLE RESERVOIR ____j __ _, ~ROVED WILLI-AM E, PLUMMER -i----1----1----+-----l ~EERING _M_At1AGER PE 28176 EXPIRES 3/31/14 DA1£ ~~~g Bi~: ~\ I p502 5°: 1477:_ 2 I DATE INITIAL DA TE INITIAL I OTHER APPROVAL CITY APPROVAL ---,-----·· -- ~ 0 ~ >-~ PROJECT NO. 8362A10 GENERAL: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. VERIFY LOCATION & SIZE OF OPENINGS AT ROOF, FLOORS, AND WALL_S WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS AND AS REQUIRED FOR EQUIPMENT FURNISHED. FOR ADDITIONAL OPENINGS AT ROOF, FLOORS AND WALLS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 5. CODES: CALIFORNIA BUILDING CODE: 2010 CBC REINFORCED CONCRETE: AMERICAN CONCRETE INSTITUTE ACI 318-08 ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURESACI 350-06 6. LOADING CRITERIA: MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2010 CBC. DEAD LOAD. . ...... CALCULATED LIVE LOADS ......................... SEE PLANS LATERAL EARTH PRESSURE AND ALLOWABLE BEARING PRESSURE PER SOILS REPORT. LATERAL SURCHARGE ............... EQUIVALENT TO 2 FT OF SOIL HYDROSTATIC FLUID PRESSURE ...... 63 PSF/FT WIND LOAD: BASIC WIND SPEED. . . . . . . . . . . . . ................... 85 MPH (3 -SEC GUST) EXPOSURE ........................................ C IMPORTANCE FACTOR....... .. ............... 1.15 SEISMIC LOAD: SEISMIC CATEGORY ................................. D SITE CLASS ......................................... B OCCUPANCY CATEGORY ............................. IV SEISMIC IMPORTANCE FACTOR .............. . · .. 1.50 SHORT PERIOD SPECTRAL ACCELERATION, Ss .......... 1.1 Og 1-SEC PERIOD SPECTRAL ACCELERATION, S1 ........... 0.42g SHORT PERIOD SITE COEFFICIENT, FA ................. 1.00 1-SEC PERIOD SITE COEFFICIENT, FV. . . 1.00 SHORT PERIOD DESIGN SPECTRAL ACCELERATION, Sds. 0.73g 1-SEC PERIOD DESIGN SPECTRAL ACCELERATION, Sd1 .. 0.28g SEISMIC FORCE RESISTING SYSTEM ................... ORDINARY PRECAST . SHEAR WALLS RESPONSE MODIFICATION FACTOR, R ................. 3.0 SEISMIC RESPOSE COEFFICIENT, Cs .................. 0.365 g BUILDING BASE SHEAR, V. . ................. 55 KIPS SEISMIC ANALISIS PROCEDURE ....................... STATIC PROCEDURE 7. CONSTRUCTION LOADS: STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. 8. INSERTS AND SLEEVES FOR PIPES, GATES, ETC. AND EMBEDDED ITEMS SUCH AS CONDUITS ARE SHOWN IN MECHANICAL AND ELECTRICAL DRAWINGS. CONCRETE: 1. ALL STRUCTURAL CONCRETE STRENGTH SHALL BE 4,500 PSI MINIMUM AT 28 DAYS, TYPE V PORTLAND CEMENT WITH WATER-CEMENT RATIO OF 0.40 TO 0.45. REFER TO SPECIFICATION 03300 FOR ADDITIONAL INFORMATION. 2. LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER, IF NOT SHOWN ON DRAWINGS. CONSTRUCTION JOINTS SHALL BE ROUGH AND CLEAN. REMOVE LOOSE AGGREGATE AN.D DAMAGED CONCRETE. 3. PROVIDE 3/4 INCH CHAMFERS AT ALL EXPOSED EDGES. 4. FOR ADDITIONAL CONCRETE NOTES SEE TYPICAL DETAIL S101. 5. VARY THE TOP COVER OVER REINFORCEMENT IN SLABS AND MATS TO ACHIEVE THE SLOPES THAT ARE INDICATED. IN CASE WHERE COVER OVER REINFORCEMENT EXCEEDS 3", SLOPE TOP BARS TO MATCH SLOPES INDICATED. FILE NAME: 8362A10-00-S-01.dgn FOUNDATION: 1. FOR GEOTECHNICAL DATA REFER TO REPORT BY: NINYO & MOORE, DATED: MARCH 8, 2011, PROJECT NO. 107028001. 2. THE SUB GRADE SHALL BE PREPARED AS INDICATED IN THE SPECIFICATIONS AND DETAIL A ON THIS SHEET AND APPROVED BY THE ENGINEER BEFORE COMMENCING FOUNDATION CONSTRUCTION. REINFORCING STEEL : 1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 60. 2. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 3. MAINTAIN 3 INCHES MINIMUM CLEARANCE BETWEEN REINFORCING STEEL ANQ PIPELINES UNLESS OTHERWISE NOTED. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 5. NO WELDING OF REINFORCEMENT BARS SHALL BE PERMITTED UNLESS DETAILED ON THE PLANS OR UNLESS APPROVAL IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. SLOPE AS REQUIRED FOR STABLE EXCAVATION (TYP) BUILDING SLAB AND TURN-DOWN FOOTING STRUCTURAL BACKFILL COMPACT TO 90% RELATIVE COMPACTION. COMPACT TO 95% RELATIVE COMPACTION UNDER SIDEWALKS OR ASPHALT AREAS (TYP) APPROX EXIST/FINISH GRADE UNDISTURBED EARTH 6. ALL REINFORCING STEEL SHALL BE LAP SPLICED PER TYPICAL DETAILS S101 UNO. ALL BARS SHALL BE DEVELOPED BEYONQ POINT OF TERMINATION, AS SHOWN ON DRAWINGS. IF DEVELOPMENT LENGTH IS NOT SHOWN, WHETHER HOOKED OR STRAIGHT, DEVELOPMENT LENGTH SHALL BE PER.ACI 318-08. 7. REINF. AT ALL CORNERS AND JUNCTIONS AS PER. TYPICAL DETAIL S144 PLUS ANY ADD BARS SHOWN ON PLANS. 8. PROVIDE ADDITIONAL REINF AT OPENINGS AS PER TYPICAL DETAIL S180 UNO. ADDITIONAL ABBREVIATIONS: CONT DWLS EF EL EW EXTJT FRP MFR REINF SIM T&B TOC TOG TYP UNO WSTP SPECIAL INSPECTION: CONTINUOUS DOWELS EACH FACE ELEVATION EACH WAY EXPANSION JOINT FIBER REINFORECED PLASTIC MANUFACTURER REINFORCEMENT SIMILAR TOP&BOTTOM TOP OF CONCRETE TOP OF GRATING TYPICAL UNLESS NOTED OTHERWISE WATERSTOP SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 01455 AND CHAPTER 17 OF THE 2010 CBC. ~ w w z ~ z w w z ~ 0 w ii Underground Service Alert Call: TOLL FREE 1-800-227-2600 lWO WORKING DAYS BEFORE YQU DIG VERIFY SCALES BAR IS ONE I NCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY A OVER-EXCAVATION & SUBGRADE PREPARATION SCALE: NTS FILE: FILE S-01 "AS BU IL T" ~~-~ ~/4/4' RCE ___ EXP,____ DATE i------r------t-------------+---+-----------11----------+-----l [ SH~ET. I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~,M;P;R;O;V;EM~E;;N;;T=::P;::LA;;N;;S;::F;O:;R.=· C;:f\;;R;:LS;:B::::A::;D==M==u==N;;/C::;/P;::,\:::L ==w:=11;:rE==R=o=,s==i::'.R,.':/c==r==~ carollo DATI' INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGEND AND ABBREVIATIONS PCHF AT THE MAERKLE RESERVOIR APPF,pVED 1!:;LLljM;!. PLUMMER ~&~',(_~~uf/)zr>i11i-~,8-~~--~-~~'l',!.,1:t,i:.---:=---~-o.5'/lo/2.J ENGINEERING MANAGER PE 28176 EXPIRES J 31 14 'oA it DWN BY: PS CHKD BY: JAD RVWD BY: CC PROJECT NO. 5025 I DRAWING NO. 477~2 Vl. 0 l ~ ct> Gl ,-+ I..D 0 .i::,. --,, -.J .t:. -.J I N N i i:i @ ~ CJ) ·~ COORDINATE CONTROL POINT PER DWG C-01 (TYP) FLOOR SLOPE LINE SEE NOTES (TYP) CO P004 TYP 4"0 DISCHARGE PIT PIT-110 GROOVED FLEXIBLE COUPLING (TYP) 16 2" AIR AND VACUUM VALVE P240 -FLYlR SPOOL 4"D 16"8FV\ 7 (TYP) TYP (TYP) (TYP) P302 TYP I GROOVED FLEX COUPLING, TYP. I FLOW METER ANCHOR BOLT SIZE, LOCATION AND EMBEDMENT PER PRECAST CONC MFR (TYP) 2'MIN. 2'-0" l" GROUT ALL AROUND CONCPAD (TYP~' ~, 1s"x~mr'='::...JV SUCTION PIT PIT· 101 /:'.!3UTTE LYVALVE "-,1/ -101 <'.3>12"x6" NLET REDUCER ED P410 (TYP) TYP HYDRAULIC POWER UNIT SEENOTE3 <>HYDROELECTRIC GENERATOR I HTG-101 I SEE ELECTRICAL DRAWINGS 3'-4" (SEE NOTE4) S303 SEE NOTE 3 TYP (TYP) 3/8" EXP JT W/ 1 '-4" THICK 18'-0" C I I ! 12" BFV 13 12" x 1 O" OUT~E~ REDUCER I ~ TURBINE~ 5'-811 6'-6" P660 (TYP) TYP 0 SUPPLY FAN SF-101 COORDINATE CONTROL POINT PER OWG C-01 4'-0" FLOOR SLOPE LINE SEE NOTES (TYP) (FLOOR LL=200 PSF) PROJECT NO. 8362A 10 EXPJT PER\@ TYP FILE NAME: 8362A10-00-M-01.dgn ~i:i(Jf #A" -/ . --~ YM ,CHAI\\~ ,1,'c/ Q .~, or~C~~;,,, ~ l/1dergrour1d Service /\lerl Call: IOLL fREE 1-800-22/ 2600 :we wrJ;~KIMG Ui\YS tHORE YCU UIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 l"""'ii_.,,._.._ 1 " IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY HYDRAULIC GENERATOR DESIGN 1. NAMED MANUFACTURER: CANYON HYDRO 2. TURBINE MODEL: CORNELL MODEL 6TR3 3. RATED FLOW: 6.75 CFS 4. INTAKE HEAD: 350 FEET 5. DISCHARGE HEAD: 50 FEET 6. TURBINE EFFICIENCY: 86% 7. SPEED: NOMINAL: 1,800 RPM MAXIMUM RUNAWAY: 2,900 RPM 8. GENERATOR: TYPE: INDUCTION MOTOR RATED OUTPUT: 135 KW MAXIMUM OUTPUT: 149 KW VOLTAGE/ PHASES/ HERTZ: 480/ 3/ 60 4 SR-1 / 18" x 18" 1,~av/1 14 GENERAL NOTES: 1. ;?oi.STRUCTURAL GENERAL NOTES SEE DRAWING 2. FOR MECHANICAL GENERAL NOTES SEE DRAWING G-02. 3. FOR ADDITIONAL JOINT DETAIL SEE DETAIL 1. 4. DOOR HEIGHT: 7'-4" 5. ROLL -UP DOOR HEIGHT: 8'-6". 6. SLOPE TO FLOOR SINK 1/2:12 7. ALL GROOVED FLEXIBLE COUPLINGS WITHIN THE BUILDING TO BE FLEXIBLE TYPE, VITAULIC STYLE 77 OR EQUAL ' 8. ALL DRAIN LINES SHALL BE SLOPED A MINIMUM OF 1/4- INCH PER FOOT. 9. THE LAYOUT· FOR THIS FACILITY IS BASED ON USING A SINGLE HYDRO-ELECTRIC TURBINE SUPPLIED BY CANYON HYDRO MODEL CORNELL 6TR3. IF ANOTHER MODEL OR A DIFFERENT MANUFACTURER IS PROVIDED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVISING THE MECHANICAL AND ELECTRICAL LAYOUT AND IF NEED THE BUILDING SIZE. 10. HIGH POINT ELEVATION AT TOP OF SIDEWALK TO MATCH TOP OF BUILDING FLOOR ELEVATION. 11. THE CONCRETE PAD DIMENSIONS SHALL BE AS REQUIRED TO SUIT THE EQUIPMENT SUPPLIED. 12. TOP OF CONCRETE SLAB SHALL BE FLAT AS REQUIRED TO PLACE PRE CAST CONCRETE BUILDING. 13. REFER TO THE PROCESS AND INSTRUMENTATION DRAWINGS (P&ID'S) FOR INSTALLATION DETAILS FOR ALL INSTRUMENTS. ------- 3 4 5 0 * 0 <3> ~ ~ ~ ~ ~ ~ SLOPE ----- REFER TO SPECIFICATION SECTION 16237. CONTRACTOR SHALL PROVIDE PIPING BETWEEN THE HYDRAULIC POWER UNIT AND THE BUTTERFLY VALVE AS INDICATED ON THIS DRAWING. PIPING TO BE PER MANUFACTURER REQUIREMENTS. ALL FLANGES WITHIN THE BUILDING SHALL BE GROOVED STYLE FLANGES. PROVIDE SR-1, SUPPLY REGISTER. ALUMINUM WITH OPPOSED BLADE DAMPER TITUS MODEL 272FL OR EQUAL SUPPLY REGISTER SHALL BE ANGLED DOWN AT 45°. ' ' BOTTOM OF LOUVER AT 8'-6" ABOVE FINISHED FLOOR. MOUNT THERMOSTAT 4'-0" ABOVE THE FINISHED FLOOR. REFER TO DRAWING C-03 FOR CONTINUATION. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE ENCASED PER TYPICAL DETAIL SHOWN EXTEND ENCASEMENT 2'-0" BEYOND THE EDGE OF STRUCTURE FOOTING. . REFER TO CONTROL DESCRIPTION IN SPECIFICATION SECTION 15830. PROVIDED BY HYDROELECTRIC GENERATOR MANUFACTURER. PROVIDE FLOOR SINK WITH ACID RESISTING ENAMEL INTERIOR AND EXTERIOR WITH NO-HUB ~-~i~~kJRM~JlttCTURER SHALL BE JOSAM COMPANY, MODEL 49320A, ZURN INDUSTRIES MODEL PROVIDE FLEX CONN. TYPE FL-1, NEOPRENE COATED GLASS FABRIC, TEMPERATURE RANGE OF -20 DEG TO 180 DE~ E, MINIMUM WEIGHT OF 27 OZ PER SQUARE YARD AND 0.024 INCH THICKNESS MFTR SHALL BE vcNTFABRICS, VENTGLAS OR EQUAL. ' . PROVIDE DUCT TO TRANSITION TO FAN, ALUMINUM ALLOY 3003 H14 IN ACCORDANCE WITH ASTM 8209, MINIMUM SHEET THICKNESS OF 0.032 INCHES (B&S GAUGE 20). SUPPORT FAN FROM CEILING PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE SEISMICALLY RESTRAINED SPRING ISOLATORS FOR FAN. CONTRACTOR SHALL COORDINATE SUPPORT ATTACHMENT TO ROOF WITH PRECAST CONC BLDG MANUFACTURER. WATER REPELLENT AND ANTI -GRAFFITI COATING PER SPECIFICATION SECTION 07190 APPLY PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE 1'-0" SQ OPENING IN PRECAST CONC FLOOR FOR PIPE SUPPORT BASE PLATE INSTALLATION TO STRUCTURAL SLAB BELOW FILL OPENING W/ GROUT AFTER BASE PLATE INSTALLATION --------- -- FIN GRADE PRECAST CONCRETE BUILDING PER SPECIFICATION 03411. W/6"THICK SEE NOTE 10 (TYP) ~ 0 - >-:c 12 UJ :c ~ CJ) ll'. z UJ ll'. > ili ::, -' g (.)0 LL 0 ;.:. :. ~ 0 a, f2 ~ /~.I ' ' I I ' I I ' I I - -_, ' --------------- I ••-··· i 11-" -- I Ci. 2'-9" I ~ : ' (~ I V TO HOSE BIBB T I " - r r I I I I I r ,_ '1 - I: II ~ I • Iii ' -Cl OF - SUCTION io 6'-8" ' <r~ - ---uEl ' • II • / • • 0 II • • • • ' N ~ -~ 'i' 7 #5@12"EW/ HYDRAULIC POWER UNIT ' I I I . -\~•L_JI I -~-~ I ' ' I -. ·~ I \_ i I I ' f P240 I 2" AIR AND VACUUM VALVE .,---pvERHEAD COILING DOOR \.TYP} /GENERA TOR /TURBINE / (~I / t -- 1,1 ;-,--J ~ -I /-""" "''"''' f,:11' -: . ' :J LOCATION AND I o-,,: ~ EMBEDMENT PER ,I" /--1-\ oc---· ·", ~ ( PRECAST CONC PRECAST CONC MFR ' \ I -7--(TYP) \. / - --s/ I / . . I io / ·-• .. FG -• I • -• • / • • ~-;,z I • '\ • II r • • • . • • • • • • • I I / 1L ~. "' 7 q""swmY "' -UJ • • >-1 0 I • • I z ~ tJj 2'-(J' -CJ) M-01 "AS BUILT" ~ t. I ~,;z~ .. :z:_ I RCE __ _ EXP. ___ _ DATE INS 3/22/th DATE +--~--1---1------------~lc11X1N£!G ~E¾A~l~~~AD L[J L_ __ I--------!IMPROVEMENT PLANS FOR: CARLSBAD MUNICiPAL WA 11:R DISTRICT +----+-------1 1 HYDROELECTRIC FACILITY ----ii--; --+-----l L ··-pp~!~rttt~~f~JJg,~ -carol/a 1-----+----l I APPROVED WILLIAM [, PLUMMER ===~ IENGINEERING MANAGER PE 28176_[XPIRES 3/31/14 'i5WN BY: PS ] [__---·· PROJECT NO. DATE DRAWING NO. --------------------------------------- DA TE ' INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INlTIAL CITY APPROVAL ~~~g ~~; fJ;;~J 5 Q_~E} ____ _ 477-2 L ____ _ ~ .c " C i:l C. ~ Cl ~ ~ \ PROJECT NO. 8362A10 /h --::v /:i,--e ·:k' ,--::--,J/' 7?!:E {~ 7)//? CJ/;--~) NO~".; rx£,I'f: <:t:?dPi.-%--< ._17;4 /'('' ¢ ::3, {?'., A;JJ,(/7" //4,(::";{/,::!/ [/:':.) /-}-:: FILE NAME: 8362A10-00-M-02.dgn Ti~ G-(' C4TCH BASIN Pli".if <!0£:<JJ:?. 0-S-~-. v~-P5':t ;(~ .. 0 ! Y""' zf 'T'"' &;,~' Lfl./Ad:> --,.--~, ,C£A/J6E I C ~ w w z @ z w w z J " 0 ~- □ 7;:.,-? r'-/A-!?/7' CJ::]f,1/,!./ ::: /,-{/E 47" /i-' M/4 GROOVED FLEXIBLE COUPLING T4/--<\'.'' 4" WD (DRAIN) TO HYDROELECTRIC FACILITY 0 PLAN SCALE: NTS FILE: PRESSURE REDUCING STATION PLAN Underground Service Alert VERIFY SCALES BAR IS ONE I NCH ON Call: TOLL FREE ORIGINAL DRAWING 1-800-227-2600 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST lWD WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY D062 INSULATING FLANGE KIT TYP IE 484.75 . 'i' ;.. ----------·· KEYNOTES: 0 0 0 REMOVE EXISTING 4" VERTICAL PIPE BETWEEN EXISTING.GATE VALVE AND EXISTING PRESSURE REDUCING VALVE, AND REPLACE WITH NEW PIPING AND FITTINGS SHOWN. TERMINATE DRAIN LINE 6" ABOVE DRAIN SUMP GRATING AS INDICATED. CORE DRILL OPENING IN THE EXISTING WALL FOR PIPE ROUTING .. DO NOT INTERRUPT EXISTING REBARS, USE REBAR LOCATOR OR SCANNER AS REQUIRED. SEAL AROUND THE 6" WD PIPE WITH LINK SEAL. REFER TO DRAWING C-03 FOR CONTINUATION. NEW PIPING MATERIAL TO MATCH EXISTING 4" PIPE MATERIAL. REFER TO SPECIFICATION SECTION 15052 FOR PIPING. REMOVE EXISTING 30" BF AND INSTALL NEW REDUCER. PROVIDE 2 WIRE CP TEST STATION SIMILAR TO TYPICAL DETAILS SHOWN W/0 REFERENCE ELECTRODE. ROUTE WIRES AND CONDUIT TO INSULATING FLANGE KIT. 6)-+-< s fa_,5_~i ~~ /'Jt?,E :{:::.<0-;.s::-'.::;'' /'. 0 • a <,•' '· 'EXISTING • • ~ -, d (? ff -1Jl/fUS I ))/;(JC/{ CL 482.92 ---P!P'l: +Jf/PPOf!?"~ .. 0-""· • 4"WD (DRAIN) c( ,f;<;.G. V: ·- . V'f' r:' ) 12~'< 12'A/(p" Iefi WI "1"'74PPCO 1?1t?#i, ()(j/(Jf! 4" GATE VALVE -./C_,.;4, f!4Y:·. B!BBPT -·- -r4-' t fl,,,.,, 1,.;'u'/??!: kY2'. Y" ~--/ =~::: i,-;..t?/,,/;'!!" ': i" P662 (TYP) TYP D SECTION SCALE: NTS FILE: PRESSURE REDUCING STATION GENERAL NOTES: 1. THE EXISTENCE AND LOCATION OF ANY PIPING AND , STRUCTURES SHOWN .ON THESE PLANS ARE OBTAINED FROM RECORD DRAWINGS FOR THE COSTA REAL MUNICIPAL WATER DISTRICT CONSTRL/CTION OF SQUIRES TANK AND PIPELINES, PROJECT87-109, DRAWING NQ. L.D. 190-02. CONTRACTOR SHALL FIELD,;,, VERIFY ACTUAL DIMENSIONS, SIZES.AND LOCATIONS OF THE EXISTING STRUCTURE, PIPING AND EQUIPMENT. 2. PROTECT IN PLACE ALL EXISTING. PIPING, EQUIPMENT,, AND STRUCTURES SHOWN AND NOT SHOWN ON THESE: PLANS WHERE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. SHOULD SUCH ITEMS BECOME DAMAGED DURING THE WORK, REPLACE IN KIND AT NO COST TO THE OWNER ) ········(..· "AS 30" x 16" RED TO HYDROELECTRIC/:'--_' FACILITY ',1/ M-02 BUil T" r,4//'< RCE~---EXP.~----DATE REVIEWErti ;£ r INSPECT fsHEfil CITY OF CARLSBAD ~ l----t---t------------------+----+---+---+----1 :;;L_11_j;;:;1~~;:;:~E~N~G~IN::.E~E~R~JN~G~D~E~PA~R;T~MiE:;N~T:;;:=:e;~~L4::..:J;==z=i'~ 1----+---+-------------~-----+----+---+----i~---J IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL PRESSURE REDUCING STATION MODIFICATIONS PCHF AT THE MAERKLE RESERVOIR APPR01£E. D WI.LL/???_· PLUMMER ,.,,t4t4L,J,4(1.'ld-~~L_.::../:_.,J½U,!'.'::$atrb!'111!,'. l!!"'c:\'."\--:,;:::_ =:::-::-=-cc--0,v,DA.:,/,'J ENGINEERING MANAGER PE 28176 EXPIRES J/J1 14 1t DWN BY: PS CHKD BY: DT RVWD. BY: --coT"'G""Mc- PROJECT NO. 5025 I DRAWING NO. 477-2 Vl 0 ::r (1) :;E I'll ...... G) I-' I-' .i:,. 0 --.J -h --.J .i:,. I N N ~ i ~ Cl ~ ~ _, ' IDENTIFICATION SYMBOLS ~I _E~Q_U_IP_#_~I: EQUIPMENT IDENTIFICATION I 0 ■ I xxxx 0 0 INSTRUMENT IDENTIFICATION EQUIPMENT/INSTRUMENT LOCATOR LUMINAIRE IDENTIFICATION a = DEVICE SWITCHED FROM b = CIRCUIT DESIGNATION c = MOUNTING HEIGHT IN FEET TO BOTTOM OF FIXTURE / CONDUIT IDENTIFICATION . , XXXX = CONDUIT NUMBER, REFER TO CONDUIT SCHEDULE I INDICATES KEYNOTE 1 (PERTAINS ONLY TO SHEET WHERE NOTE IS FOUND) OPERATOR INTERFACE STATION 1 = STATION TYPE - - - - -EQUIPMENT ENCLOSURE GROUNDING - · - · - · -UNDERGROUND GROUND CABLE #4/0 SDBC UNLESS OTHERWISE NOTED (!) GROUND ROD @ GROUND ROD AND GROUND WELL ---,---. GROUND CABLE TEE OR CROSS CONNECTION I □ I - o-0 ~ ~ ~ ~ 0 K) -0 ~ ~ =® ~ C) LUMINAIRES 2', 4', OR 8' FLUORESCENT STRIP 2' X 2' LAY-IN TROFFER REFER TO LUMINAIRE SCHEDULE 2' X 4' LAY-IN TROFFER REFER TO LUMINAIRE SCHEDULE LUMINAIRE POLE MOUNTED STROBE a= COLOR R= RED G = GREEN A=AMBER LUMINAIRE, EMERGENCY BATTERY-POWERED LUMINAIRE, EMERGENCY/EXIT BATTERY-POWERED LUMINAIRE, EMERGENCY BATTERY-POWERED REMOTE LUMINAIRE, SURFACE OR PENDANT MOUNTED LUMINAIRE, WALL MOUNTED LUMINAIRE, FLOOD/SPOT LUMINAIRE, EXIT ONE OR TWO FACES AS INDICATED. ARROW POINTS IN DIRECTION OF EGRESS. LUMINAIRE, WALL WASHER PROJECT NO. 8362A10 FILE NAME: 8362A10-01-E-01.dgn ELECTRICAL PLAN SYMBOLS SWITCHES/RECEPTACLES a <t @· b b -© a -® a SINGLE POLE SWITCH a = DEVICE SWITCHED DESIGNATION b = CIRCUIT DESIGNATION IF c = 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH K = KEY OPERA TED SWITCH F = SWITCH AND FUSESTAT HOLDER P = SWITCH AND PILOT LIGHT T = THERMOSTAT D = DIMMER SWITCH L = LOW VOLTAGE LIGHT SWITCH M = MANUAL MOTOR STARTER OCCUPANCY SENSOR a= CIRCUIT DESIGNATION b = DEVICE SWITCHED DESIGNATION SWITCH AND SINGLE RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION S = SWITCH AND SINGLE RECEPTACLE DUPLEX RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION QUADRUPLEX RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION IN FLOOR DUPLEX RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION IN FLOOR QUADRUPLEX RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION DUPLEX RECEPTACLE w/SPLIT WIRE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION WELDING OR APPLIANCE RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION WELDING RECEPTACLE a= CIRCUIT DESIGNATION b = DISCONNECT TYPE SPECIAL PURPOSE RECEPTACLE a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION CLOCK RECEPTACLE a= MOUNTING HEIGHT FAN RECEPTACLE a= MOUNTING HEIGHT TWIST LOCK RECEPTACLE a= AMP RATING TELEPHONE OUTLET a= MOUNTING HEIGHT DATA COMMUNICATIONS OUTLET a= MOUNTING HEIGHT DISCONNECT SWITCH a= TYPE, REFER TO DISCONNECT SCHEDULE PHOTOCELL SMOKE DETECTOR a = TYPE I = IONIZATION P = PHOTOELECTRIC d = DUCT DETECTOR !FACPI FIRE ALARM CONTROL PANEL [Ij FIRE ALARM PULL STATION [LJI FIRE ALARM HORN/STROBE COMBINATION (B:i: FIRE ALARM STROBE 0 FIRE SPRINKLER F = FLOW SWITCH ~ T = TAMPER SWITCH w w z ~ z w w z ~ " 0 00 □ RACEWAY EXPOSED CONDUIT INDICATES BREAK IN CONDUIT RUN EXPOSED CONDUIT HIDDEN BEHIND WALLS, FLOORS OR OTHER STRUCTURES UNDERGROUND CONDUIT, DIRECT BURIED OR IN DUCTBANK - - • - - • - -CONDUIT IN SLAB Q) CONDUIT VERTICAL CHANGE IN DIRECTION JUNCTION BOX CONDUIT SEAL DUCTBANK APPROXIMATE DIMENSIONS SHOWN ON DUCTBANK SCHEDULE CONDUIT SIZE AND CONDUCTORS ~1>-0FESS/9',.; 4J.,,. r:,. BR I (~ S' <f~ '1,. & .., N . 6 ~ E,p.06/30/13 * <>',-~,£cw1c!)::: ~,.. -I?, I' OF CALI> INDIVIDUAL CONDUCTORS W"C-(3-X (0), 1-Y (N) & 1-Z (G)) W"C (WHERE INDICATED): W = CONDUIT TRADE SIZE 3-X TYPE (0): 3 = QUANTITY X = SIZE OF CONDUCTORS (0) = DESIGNATES PHASE CONDUCTORS 1-Y TYPE (N)(WHERE INDICATED): 1 = QUANTITY Y = SIZE OF CONDUCTORS (N) = DESIGNATES NEUTRAL CONDUCTORS 1-Z TYPE (G)(WHERE INDICATED): 1 = QUANTITY Z = SIZE OF CONDUCTORS (G) = DESIGNATES GROUND CONDUCTORS U{3-X TYPE (0) & 1-X TYPE {G)} U = NUMBER OF PARALLEL RUNS MUL Tl CONDUCTOR CABLES K/2/C#16S K (WHERE INDICATED)= NUMBER OF PAIRS 2/C#16S = TWO CONDUCTOR, 16 GAUGE, TWISTED SHIELDED PAIR K/3/C#16S K (WHERE INDICATED)= NUMBER OF TRIPLETS 3/C#16S = THREE CONDUCTOR, 16 GAUGE, TWISTED SHIELDED TRIPLETS N/CXTYPE N = NUMBER OF CONDUCTORS IN THE CABLE X = SIZE OF CONDUCTORS FIBER OPTIC CABLES FO/N N = NUMBER OF INDIVIDUAL FIBERS Underground Service Alert VERIFY SCALES 'BAR IS ONE INCH ON Call: TOLL FREE ORIGINAL DRAWING (') 0 1" ~ .1-800-227-2600 ' (') IF NOT ONE INCH ON 0 ' THIS SHEET, ADJUST IO 0 lWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY ',, ' MISCELLANEOUS 0 □ f~ a b C ~ d e h e MOTOR HP= HORSEPOWER RATING FULL LOAD AMPS AS NOTED PACKAGED EQUIPMENT LOAD RATING AS INDICATED a = RA TED LOAD b = UNIT(HP, KW, KVA) AS INDICATED TRANSFORMER a = DEVICE LD. b = KVARATING C = NUMBER OF PHASES d = PRIMARY VOLTAGE e = SECONDARY VOLTAGE f,g = CONNECTION TYPE SYMBOL: h = IMPEDANCE GROUNDED WYE CONNECTION DELTA CONNECTION ENGINE,GENERATOR RATINGS AS INDICATED ON THE DRAWINGS ' a= KVA/KW b =VOLTAGE/CONNECTION c = PHASE d =WIRE e= PF CURRENT TRANSFORMER WITH SHORTING TERMINAL BLOCK a= QUANTITY b = RATIO POTENTIAL TRANSFORMER a = QUANTITY b = RATIO , c,d = CONNECTION TYPE SYMBOL SOLID STATE MUL Tl FUNCTION METER AMPERE TEST POINT VOLTAGE TEST POINT 8 ~ I I>-Q --0 I SPD ! I _J_ _l_ 'T' UTILITY METER 1_ LIGHTNING ARRESTER I SURGE.PROTECTIVE DEVICE DRAWOUT CONNECTION GROUND CAPACITOR BATTERY ELECTRICAL ONE-LINE SYMBOLS 0 0 .c C LOW VOLTAGE LOW VOLTAGE CIRCUIT BREAKER a= TYPE MCP = MOTOR CIRCUIT PROTECTOR TM = THERMAL MAGNETIC SS = SOLID STATE b = FRAME SIZE (MANUFACTURER TO DETERMINE FRAME SIZE UNLESS INDICATED) c = NUMBER OF POLES d = TRIP SETTING (AT= AMP TRIP) (AC= MCP CONTINUOUS RATING) e = DESIGNATION f = INTERRUPTING RATING LOW VOLTAGE CIRCUIT BREAKER AUXILIARY OPERATOR • = S = SHUNT TRIP = K = KIRK KEY INTERLOCK = G = GROUND FAULT INTERRUPTER = V = SOLENOID KEY RELEASE DISCONNECT SWITCH a = TYPE, REFER TO DISCONNECT SCHEDULE FUSED DISCONNECT SWITCH FUSE a= TYPE, REFER TO DISCONNECT SCHEDULE b = FUSE RA TING COMBINATION STARTER WITH CONTROL POWER TRANSFORMER a= CIRCUIT BREAKER DISCONNECT, TYPE AS NOTED b = STARTER TYPE c = NEMA STARTER SIZE d = OVERLOAD HEATERS VARIABLE FREQUENCY DRIVE WITH FEATURES AS SHOWN a= INPUT CONTACTOR b = OUTPUT CONTACTOR c = BYPASS STARTER d = INPUT CIRCUIT BREAKER ~I __ L_R_~I LINE REACTOR l~_L_L_~I LOAD REACTOR r-!----7 I n) I I T---~ I REDUCED VOLTAGE SOLID STATE STARTER WITH FEATURES AS SHOWN I RVSS _l_ BC I I I I I I .____,~ I I I I I I .,____, I L-1----..J BC= BYPASS CONTACTOR ♦ t >~ I\ G) <v 1 I' MEDIUM VOLTAGE CIRCUIT BREAKER, MEDIUM VOLTAGE a= CIRCUIT BREAKER NUMBER b = FRAME SIZE ANSI RELAY DEVICE a= ANSI DEVICE FUNCTION b = QUANTITY MEDIUM VOL TA.GE DISCONNECT SWITCH NON-FUSED CUT OUT MEDIUM VOLTAGE DISCONNECTING FUSE SINGLE FUSE CUT OUT MEDIUM VOLTAGE DISCONNECTING FUSE DOUBLE FUSE CUT OUT MEDIUM VOLTAGE SINGLE FUSE MEDIUM VOLTAGE DOUBLE FUSE MEDIUM VOLTAGE LIVE FRONT TERMINATOR MEDIUM VOLTAGE ELBOW MEDIUM VOLTAGE T MEDIUM VOLTAGE CONTACTOR MEDIUM VOLTAGE STARTER MOV-ELBOW ARRESTER E-01 u "AS BU I LT" ~/74~ s-/4(/~. RCE __ _ EXP.~---DATE REVIEs\ a ~522~- INSPE~ · 0 KIRK KEY INTERLOCK t-----t--+----------+----+--+----+---'----j ~ Cl TY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ 1-~--t---+-------------------~---+---+---+----l ~IM:;;P;:,;R;O;VE;;,M;E;-_N;T=;PLA;::;:;N;S:;F;OR;:=C;:A;R;:LS;B;A=;D:;:M;:U;Nl;C;IP~AL;:;;WA;J:;E;R:;D;/S;T;;Rl,';C;T===: ELECTRICAL LEGEND -I PCHFAT THE MAERKLE RESERVOIR carollo DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA1£ INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL AP~R9,VED WILYA~UMMER .4A./.A. -r,, . . . a1/o ,1/..1 ENGINEERING MANAGER .PE 28176 EXPIRES J/J1 /14DA'lI OWN BY: CHKD BY: RVWD BY: VCP I JMJ JGB · PROJECT NO. 5025 I DRAWING NO. 477-2 I I 092413 , Vl 0 :::; (D ~ (D ,-+ G) I-' rv .i:,. 0 ..:...i --,, -..J .i:,. I rv rv l;! '5 ., ~ 0 ~ en ~ . A AMP ABS ABSOLUTE AC ALTERNATING CURRENT ACK /\CKNOWLEDGE ACTR ACTUATOR , AF AMP FRAME AFC AUTOMATIC FREQUENCY CONTROL AIC AMP INTERRUPTING CAPACITY AM AMMETER ANN ANN.UNCIATOR ANT ANTENNA APU AUXILIARY POWER UNIT ARM /\RMORED CABLE AS AMMETER SWITCH ASYM ASYMMETRICAL AT AMP TRIP ATO AUTOMATIC THROW OVER ATP AMMETER TEST POINT ATS AUTOMATIC TRANSFER SWITCH AUTO XFMR ,!\UTOMATIC TRANSFORMER AUX AUXILIARY AWG ,!IMERICAN WIRE GAGE B BAT BFG BHP BKR BRF C CB CCTV CCW CKT COAX COM COMM CPT cs CT CV cw DC DCS DCU-X DEMO DISC OM DPDT DPST OS E/G EM EMT ENCL ENG ENT EP ETM FA FACP FDR FLA FLX FO FRC FREQ FU FU FVNR FVR FWD G GEN GRC GFCI GFI GFR H HF HP HPS HR HSTAT HV HVAC HZ I IC IJB IMC INST INT INTERCOM NOTES: BELL BATTERY BELOW FINISHED GRADE BRAKE HORSEPOWER BREAKER BELOW RAISED FLOOR CONDUIT/ CONTINUOUS LOAD CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION COUNTER CLOCKWISE CIRCUIT COAXIAL CABLE COMMON COMMUNICATION CONTROL POWER TRANSFORMER CONTROL SWITCH CURRENT TRANSFORMER CONTROL VALVE CLOCKWISE/ COOL WHITE DIRECT CURRENT qlSTRIBUTED CONTROL SYSTEM DISTRIBUTED CONTROL UNIT NO. X DEMOLITION DISCONNECT SWITCH DEMAND METER QOUBLE POLE DOUBLE THROW OOUBLE POLE SINGLE THROW DOOR SWITCH EMERGENCY GENERATOR EMERGENCY ELECTRICAL METALLIC TUBING ENCLOSURE ENGINE ELECTRICAL NON-METALLIC TUBING EXPLOSION PROOF ELAPSED TIME METER F'IREALARM F0IRE ALARM CONTROL PANEL F0EEDER FULL'LOAD AMPS FLEXIBLE CONDUIT FIBER OPTIC FIBERGLASS RIGID CONDUIT FREQUENCY FUSE SW FUSED SWITCH FULL VOLTAGE NON-REVERSING FULL VOLTAGE REVERSING FORWARD GROUND/ EQUIPMENT GROUND/ GROUND FAULT G,ENERATOR GALVANIZED STEEL RIGID CONDUIT GROUND FAULT CIRCUIT INTERRUPTER (RECEPTACLE) GROUND FAU.L T INTERRUPTER (BREAKER) GROUND FAULT RELAY HOT-LEG HIGH FREQUENCY HORSEPOWER HIGH PRESSURE SODIUM HOUR HUMIDISTAT HIGH VOLTAGE H!=ATINGNENTILATION/AIR CONDITIONING H!=RTZ INSTANTANEOUS LOAD INTERRUPTING CAPACITY INSTRUMENT JUNCTION BOX INTERMEDIATE METAL CONDUIT INSTANTANEOUS INTERLOCK INTERCOMMUNICATION J K KA KV KVA KVAR KW KWD KWH L L-B L-G LA LBL LC LCP-X LL LP LP-X LTG LV LVL M-X MA MCA MCC-X MCP MH MLO MOD MOV MRP MS-X MSP MTO MTR-X MTS MV MVA MVS MW N NC NEC NFC NL NO NP 0 OH OL p PA PB PCS PCM PE PF PFCC PFR PH , PNL PPX PRI PT PVC PWR RAC RECPT REV RF RMS RVAT RVNR RVSS s SA SC SDBC SFL SLT SM SP SPD SPOT SPST SPKR ss STB SW SWBD SWGR SYM 1, REFER TO SPECIFICATIONS OTHER DRAWINGS FOR ADDITIONAL ABBREVIATIONS, PROJECT NO. 8362A10 FILE NAME: 8362A10-01-E-02.dgn ABBREVIATIONS JUNCTION BOX KEY INTERLOCK KILOAMP KILOVOLT KILOVOLT AMPERE KILOVAR (REACTANCE) KILOWATT KILOWATT DEMAND KILOWATT HOUR LONG-TIME LINE-BUS LINE-GROUND LIGHTNING ARRESTOR LABEL LIGHTING CONTACT OR LOCALCONTROLPANELNO,X LEAD-LAG LOAD REACTOR LIGHT POLE LIGHTING PANEL NO, X LIGHTING LOW VOLTAGE LEVEL MOTOR CONTROLLER NO. X MILLIAMPERE MOTOR CIRCUIT AMPS MOTOR CONTROL CENTER NO. X MOTOR CIRCUIT PROTECTOR MANHOLE/ MOUNTING HEIGHT MAIN LUGS ONLY MOTOR OPERATED DAMPER METAL OXIDE VARISTOR MOTOR PROTECTION RELAY MOTOR STARTER NO, X MOTOR STARTING PANEL MANUAL THROW OVER MOTORNO.X MANUAL TRANSFER SWITCH MEGAVOLT MEGAVOLT-AMPERES MEDIUM VOLTAGE SWITCH MEGAWATT NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CODE NONMETALLIC FLEXIBLE CONDUIT NIGHT LIGHT NORMALLY OPEN NAMEPLATE OPEN OR OPENED OVERHEAD OVERLOAD RELAY POLE PUBLIC ADDRESS PUSHBUTTON/PULL BOX PVC COATED GALVANIZED STEEL CONDUIT PROCESS CONTROL MODULE PHOTOCELL POWER FACTOR POWER FACTOR CORRECTION CAPACITOR PHASE FAILURE RELAY P'iASE PANEL POWER PANEL NO. X PRIMARY POTENTIAL TRANSFORMER POLYVINYL CHLORIDE RIGID PLASTIC CONDUIT POWER RIGID ALUMINUM CONDUIT RECEPTACLE REVERSE RADIO FREQUENCY ROOT MEAN SQUARED REDUCED VOLTAGE AUTO TRANSFORMER REDUCED VOLTAGE NON-REVERSING REDUCED VOLTAGE SOLID STATE SHIELD/ SHORT-TIME SURGE ARRESTER SHORT CIRCUIT SOFT DRAWN BARE COPPER SUB FEED LUGS SEAL TIGHT LIQUIDTIGHT FLEXIBLE CONDUIT SURFACE MOUNTED SINGLE POLE SURGE PROTECTIVE DEVICE SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW SPEAKER SOLID STATE SHORTING TERMINAL BLOCK SWITCH SWITCHBOARD SWITCHGEAR SYMMETRICAL " w w z ~ z w w' ~ ~ • 0 w. 0 TACH TB -X TC TD TE TEFC TENV TERM TJB TM TP TS TACHOMETER TERMINAL BLOCK-UNIT X THERMOCOUPLE/ TIME CLOCK/TRAY CABLE TEMPERATURE DETECTOR RELAY TOTALLY ENCLOSED TOTALLY ENCLOSED FAN COOLED TOTALLY ENCLOSED NON-VENTILATED TERMINAL TERMINAL JUNCTION BOX THERMAL MAGNETIC TWISTED PAIR TEMPERATURE SWITCH TS1W TS2W TWO SPEED CONSEQUENT POLE, ONE WINDING TWO SPEED SEPARATE WINDING TSTAT THERMOSTAT UHF UNG UPS UVR V VA VAR VCP VFD VHF VM VP VR vs VT VTP w WT WP XFMR ULTRA HIGH FREQUENCY UNGROUNDED UNINTERRUPTABLE POWER SUPPLY UNDER VOLTAGE RELAY VOLT VOLT AMPERE VARMETER VENDOR CONTROL PANEL VARIABLE FREQUENCY DRIVE VERY HIGH FREQUENCY VOLTMETER VAPORPROOF VOLTAGE REGULATOR VOTAGE SWITCH VOLTAGE TRANSFORMER VOLTAGE TEST POINT WATT/WEST WATERTIGHT WEATHER PROOF TRANSFORMER Underground Service Alert ~1soFEss,~ ~'v:,,. G-Bf/1 <~ ~J'~ rt< Call: TOLL FREE & "'::I N . 6 "' (') ,, E,p.06/30/13 ,-1-800-227-2600 ..... * (') J>,,/~tcn,_\C~'<" ~ (" OF CALI' TWO WORKING DAYS BEFORE YOU DIG 0 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS. SHEET, ADJUST SCALES ACCORDINGLY .. carol/a POWER DEVICE FUNCTION NUMBERS . 1 MASTER ELEMENT 2 TIME-DELAY STARTING, OR CLOSING RELAY 3 CHECKING OR INTERLOCKING RELAY 4 MASTER CONTACTOR 5 STOPPING DEVICE 6 STARTING CIRCUIT BREAKER 7 ANODE CIRCUIT BREAKER 8 CONTROL POWER DISCONNECTING DEVICE 9 REVERSING DEVICE 10 UNIT SEQUENCE SWITCH 11 MULTIFUNCTION DEVICE 12 OVER-SPEED DEVICE 13 SYNCHRONOUS-SPEED DEVICE 14 UNDER-SPEED DEVICE 15 SPEED OR FREQUENCY MATCHING DEVICE 16 DATA COMMUNICATIONS DEVICE 17 SHUNTING OR OISCHARGE SWITCH 18 ACCELERATING OR DECELERATING DEVICE 19 STARTING-TO-RUNNING TRANSITION CONTACTOR 20 ELECTRICALLY OPERATED VALVE 21 DISTANCE RELAY 22 EQUALIZER CIRCUIT BREAKER 23 TEMPERATURE CONTROL DEVICE 24 VOL TS PER HERTZ RELAY 25 SYNCHRONIZING OR SYNCHRONISM-CHECK DEVICE 26 APPARATUS THERMAL DEVICE 27 UNDERVOLTAGE RELAY 27N GROUND FAULT UNDERVOLTAGE RELAY 28 FLAME DETECTOR 29 ISOLATING CONTACTOR 30 ANNUNCIATOR RELAY 31 SEPARATE EXCITATION DEVICE 32 DIRECTIONAL POWER RELAY 33 POSITION SWITCH 34 MASTER SEQUENCE DEVICE 35 BRUSH-OPERATING OR SLIP-RING SHORT-CIRCUITING DEVICE 36 POLARITY DEVICE 37 UNDERCURRENT OR UNDERPOWER RELAY 38 BEARING PROTECTIVE DEVICE 39 MECHANICAL CONDITION MONITOR 40 FIELD RELAY 41 FIELD CIRCUIT BREAKER 42 RUNNING CIRCUIT BREAKER 43 MANUAL TRANSFER OR SELECTOR DEVICE 44 UNIT SEQUENCE STARTING RELAY 45 ABNORMAL ATMOSPHERIC CONDITION MONITOR 46 REVERSE-PHASE OR BALANCE CURRENT RELAY 47 PHASE-BALANCE OR PHASE-SEQUENCE VOLTAGE RELAY 48 INCOMPLETE SEQUENCE RELAY 49 MACHINE OR TRANSFORMER THERMAL RELAY 50 INSTANTANEOUS OVERCURRENT RELAY 5,1 AC TIME OVERC!JRRENT RELAY 52 AC CIRCUIT BREAKER 53 FIELD EXCITATION RELAY 54 TURNING GEAR ENGAGING DEVICE 55 POWER FACTOR RELAY 56 FIELD APPLICATION RELAY 57 SHORT-CIRCUITING OR GROUNDING DEVICE 58 RECTIFICATION FAILURE RELAY 59 OVERVOLTAGE RELAY 60 VOLTAGE OR CURRENT BALANCE RELAY 61 DENSITY SWITCH OR SENSOR 62 TIME-DELAY STOPPING OR OPENING RELAY 63 PRESSURE SWITCH 64 GROUND DETECTOR RELAY 65 GOVERNOR 66 NOTCHING OR JOGGING DEVICE 67 AC DIRECTIONAL OVERCURRENT RELAY 68 BLOCKING OR OUT OF STEP RELAY 69 PERMISSIVE CONTROL DEVICE 70 RHEOSTAT 71 LIQUID LEVEL SWITCH 72 DC CIRCUIT BREAKER 73 LOAD-RESISTOR CONTACTOR 74 ALARM RELAY 75 POSITION CHANGING MECHANISM 76 DC OVERCURRENT RELAY 77 TELEMETERING DEVICE 78 PHASE-ANGLE MEASURING RELAY 79 AC RECLOSING RELAY 80 FLOW SWITCH 81 FREQUENCY RELAY 82 DC LOAD MEASURING RECLOSING RELAY DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 83 AUTOMATIC SELECTIVE CONTROL OR TRANSFER RELAY 84 OPERATING MECHANISM 85 PILOT COMMUNICATIONS, CARRIER OR PILOT-WIRE RELAY 86 LOCKOUT RELAY 87 DIFFERENTIAL PROTECTIVE RELAY 88 AUXILIARY MOTOR OR MOTOR GENERATOR 89 LINE SWITCH 90 REGULATING DEVICE 91 VOLTAGE DIRECTIONAL RELAY 92 VOLTAGE AND POWER,DIRECTIONAL RELAY 93 FIELD-CHANC,ING CONTACTOR 94 TRIPPING OR TRIP-FREE RELAY COMMONLY USED SUFFIX LETTERS APPLIED TO POWER DEVICE FUNCTION NUMBERS A ALARM ONLY B BUS PROTECTION G GROUND FAULT PROTECTION (RELAY CT IN A SYSTEM NEUTRAL CIRCUIT OR GENERATOR PROTECTION) GS GROUND FAULT PROTECTION (RELAY CT IN TOROIDAL OR GROUND SENSOR TYPE) , L LINE PROTECTION M MOTOR PROTECTION N GROUND FAULT PROTECTION (RELAY COIL CONNECTED IN RESIDUAL CT CIRCUIT) T TRANSFORMER PROTECTION V VOLTAGE P PHASE PROTECTION ABBREVIATIONS AFD -ARC FLASH DETECTOR CLK -CLOCK OR TIMING SOURCE DOR -DYNAMIC DISTURBANCE RECORDER DFR -DIGITAL FAULT RECORDER ENV -ENVIRONMENTAL DATA HIZ -HIGH IMPEDANCE FAULT DETECTOR HMI -HUMAN MACHINE INTERF,!\CE HST -HI.STORIAN LGC -SCHEME LOGIC MET -SUBSTATION METERING PDC -PHASOR DATA CONCENTRATOR PMU -PHASOR MEASUREMENT UNIT PQM -POWER QUALITY MONITOR RIO -REMOTE 1/0 DEVICE RTU -DATA CONCENTRATOR SER -SEQUENCE OF EVENTS RECORDER TCM -TRIP CIRCUIT MONITOR RCE~--EXP, ___ _ REVI~~.> INSPEC. PCHF AT THE MAERKLE RESERVOIR E-02 DATE A~:~ED WILLl~LUMMER ' ' 'lo ENGINEERING MA~(R PE 28176 EXPIRES 3/31/14 06/iif ,, I \ , '\,'-·,~----------,.../ V) 0 ::r ro :;E ro r+ G) I-' w .i::,. 0 -..J --..J .i::,. I N N I ~ 0 w :,: U) ~ : PROJECT NO. 8362A10 --, - A 2-SF-1 3 ---- 4- 5- 6- 8 - 10 - 11 - 12 - SP-1 SP-2 SPACE PUMP NO. 1 C.B. ISOLATION i"" 20" B SPACE ---------,,-•-·- • I SPACE " I " I _.J • I . SPACE I SPACE • • • • " " • I l • • " • • I PUMP NO. 2 i C.B. " ISOLATION 1,, CORNER SECTION l I " 1 I ----· -;, '' . .,,_,,_,_,_, ' H01 A/C A/C SPACE SPACE • I 20" ·1· • 20" . ·--'"" - - S,4' E SPAC~ " SCRUBBER I SPACE LPC.B. '"''" ~lff ----------~ " ,,, __ • I I . • F C.B, LP i . t \ 'e(t --I • I • • I • ·AK 8\tc 20" ·1· 35" -------r __ ______ , G '§1t H LUG SECTION • I PUMP NO. 1 VFD ------------ 35" 35" • ·---------------------.--------- • #)BJ PUMP NO_ 1 RVSS H j PUMP NO. 2 VFD 35" 35u K "* L -----------------·r-+-----------r __ J PUMP NO. 2 RVSS • l-~ • PUMP NO. 3 VFD ! ''"""''"'_,_,,_~· -,,.,,.., _________ 1"'"'"' .............. ,,.,. .... ,_,,_,_,,, '" ,,.,,,.,,,,,.,,. ..... ,.,,.. . s> 18 35" PUMP NO_ 3 RVSS " I KEY NOTES: ~ DEMOL!TION EX!STING FEEDER BREAKER AND "-1/ SALVAGE TO THE OWNER_ /2-._ PROVIDE NEW VERTICAL SECTION WITH NEW ":;/ FEEDER CIRCUIT BREAKER AS SHOWN ON DWG. E-05. RE-INSTALL EXISTING FEEDER CIRCUIT BREAKERS IN A NEW VERTICAL SECT!ON AND RECONNECT THE EXISTING CONDUCTORS WITH THE ASSOCIATED LOADS, WHICH HAS_ NOT BEEN REPLACED. MATCH EXISTING MANUFACTURER FOR NEW INSTALLATION. 0 NEMA 3R NON-WALKIN ENCLOSURE . ~ PROVIDE VERTICAL SECTION PER SAN DIEGO 'v GAS & ELECTRIC REQUIREMENTS. 0 PROVIDE NEW NAMEPLATE AS SHOWN. I ~ ALLEN BRADLEY V CENTERLINE I I ~--("""""'" •••••--•-,.,. ••••·••·-,--••••••·-•-•-••••••'""--•-,--, . .,_,_ -•------,--'"'"' --, . .--,-----+. ,.,_ •-•••-·•--"-'"'' \ ••·•-•~••••• ,,-,rn->oo •·••" ----•-•••• '----•--•-•-'-••-_,,_, .. , .. ,,.,. _____ m_,_,,_, ___ ~"-•~--•-------mo"" __ ,, '•------~-----~----~-•-•-•-•-•-•-,,,",./.,, '••-••• ,.,,., __ ,_ -•-• ••••--•-• ------~ . . -B' FILE NAME: 8362A 10-00-E-03.dgn I 2011 I • • , """""""""-n ~~-'""" ··'"''·". • 1-' D "!• ' I H01 I SPA• • . " _, CTION 1-SCRUB A/C A/C .. ~·· --- SPACE SPA< ·" ,,,,_ ·····" 6 CJ) SPACE LPC. SWITCH- BOARD LP XF PCHF _, /A • ELEVATION-DEMOLITION OF EXISTING MCC-1 6 CJ) 3611 A1 VISIBLE DISCONNECT SWITCH SPD T-PCHF T2 MSB-2 HTG-101 ERONIVJFW 36" B1 UTILITY NET METERING SPACE VISIBLE DISCONNECT SWITCH 2411 SIOE\/JEW " AS BU I LT" ELEVATION-MODIFICAITON OF EXISTING MCC-1 E9 ELEVATION-SWITCHBOARD PCHF0 I ---;2j,:;~~~~ RCE ___ EXP ____ _ DATE " Underground Service Alert VERIFY SCALES w ~1>-0f Ess,~ w z ~<:, » G. BRiJ!K BAR IS ONE INCH ON 5 f:, ,J' .,,, ORIGINAL DRAWING z "' c:; ~ ( Call: TOLL FREE w i3 -, w LIJ N . 15"'6 ~ O') 0 1" z &p.06/30/13 ~ 1-800-227-2600 J * ' ~ O') IF NOT ONE INCH ON u """' <ifcrn1cbcJI':.,. ~ w ,,~ THIS SHEET, ADJUST 1i f' OF CALI< 0 lWO WORKING DAYS BEFOR( YOU OIG SCALE~ ACCORDINGLY carol/a R~ED-F,-n -~72 INSPECTOR ::.;:> 2/z"Jlr (., -· DATE 1----+--+---------------+'---+--t------+--+-------+ ~ CI TY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INlTIAL, OTHER APPROVAL CITY APPROVAL • ;;;:;;:;:;:::;:~~~ -~:;:;:;;:;;:;::~=.=:i-;;;;:;;:;~;==~-L IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT EXISTING MCC-1 & $WBD PCHF ELEVATIONS PCHF AT THE MAERKLE RESERVOIR - A~-'MLL/A" • .• PLUMMER ~ ,-,__/_/~ ---a ~uolt:s ENGINEERING MANAGER -PE 28176 EXPIRES __ 3/31/14DA'it Vl 0 ::r ro ~ ro ,..,. G) I-'-'-+::, +::, 0 -,..J --,..J +::, I N N ~ 'a ro ~ a w ~ ~ ------~-----------------~ ------,---------------- r--------------------------------------------------------------------------------------------------- r i§ a" ffi a. a. ::, UTILITY SWITCHBOARD UTILITY TRANSFORMER ,--½~ .-•. , .• "'" ....... "'ic I I I 600KW DIESEL GENERATOR t ! r MCC-1, 1600 AMPS, 480 VOLTS, 3 (0), 3 WIRE, 60 HZ, 42 KAIC . -·-----· . ·1 RVSS . : l 150 150 P-01 P-02 PUMP NO. 1 PUMP NO. 2 --------------------------------------·--------------------------------, 15 AC ·· JP \ MCP TM 3P ' ' -,,_ .. .,,,,.,..,,..,.,.,,,, .... "".,. .. ,._ .. 1-,--.,,,_.,, .. _,,_,,,,.,,,r ... ",,,,,.,.,.,.,.,., .. ,.,,.,_.,,_.,.,.,-.,.,.,1_,,_,.,,._,.,.,.,.,_~1---.,.,, : <" <, f:, ,~-, ~ ·r r 11'-, ~ l I j ' ! · TM 3P '-"' \ 3P v \ JP v 3P , \ 1 ·, ) 'i/ ..... i LR I VFD LL I 150 P-03 PUMP NO. 3 t: -,-/ . ·' 3P 110AT Ci I 70AT -',· TM 15AC ,,. MCP t• TM /~wi_--, 1 70 AT n / ) , I a w ::, z ;:: z 8 ., •. FVNR SIZE 1 ii' "'""' "'"'' ' ' i • ~ : ••-----------•-----··-c~-------.. ---•••-----1---------f---.. : EXISTING ~1/ PB-04 J'V///~~-·-.,.,,;_ C • . p ) A {~'.,/ ,'Y,.,, 9 A c < SN ,/ 30 ,=v" -. , /~,. t -,,. -,.,,., .... , "''" 1 '~---! : RVSS i ,:_7--,/....--,/....--, 2 / LI --=C-=S-=-0_1 _ _,I I ~ ! ~ j I UAC-01 I '~---~ ! I UAC-02 I I i i 7.5 SP-01 SOLUTION PUMP SCRUBBER AIC A/C 7.5 ... I _.,c.S;_F·.:..01;___1 EXHAUST FAN TROLLEY EXISTING MCC-MSB2 VERIFY SCALES -· T2 L2 15AC · MCP 3P 0 ) • FVNR SIZE 1 7.5 P-04 • 1·1 TM 3P _I 125AT 11 / r T1 Underground Service Alert Call: TOLL FREE 1-800-227-2600 BAR 1S QNE INCH ON ORIGINAL DRAWING 0 1" .. carol/a TWO WORKING DAYS BEFORE YOU DIG PROJECT NO. 8362A10 FILE NAME: 8362A10-00-E-04.dgn -------------------------------------- IF NOT QNE INCH ON THIS SH,E_ET, ADJUST SCALES ACCORDINGLY DATE INITIAL ENGINEER OF WORK 45KVA 30 480V 120/208 . . 15AC . > I MCP 3P I / FVNR --· SIZE 1 ' •' ( 5 SP-02 SOLUTION PUMP REVISION DESCRIPTION >-u. w _J (>'. w ;;:: 0 _J >-t: a w ::, z ;:: z 0 () DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL KEYNOTES: M REMOVE EXISTING POWER CONDUCTORS UP.TO V EXISTING PULL BOX PB-04. PROTECT IN PLACE EXISTING CONDUIT. PROVIDE NEW POWER CONDUCTORS FROM SWITCHBOARD PCHF. SEE DWG. E-05. ~ REMOVE EXISTING POWER CONDUCTORS UP TO "1/ EXISTING 40A, 3P MAIN CIRCUIT BREAKER AT . EXISTING PANEL "L2". PROTECT IN PLACE EXISTING CONDUIT PROVIDE NEW POWER CONDUCTORS FROM PANELBOARD PCHF. SEE DWG. E-05. 0 MAIN BREAKER HAS DEVICES: 51/50, 51G, 27, AND 47. M SDG&E:WILL REPLACE EXISTING UTILITY METER V WITH Bl-DIRECTIONAL METER /.\_ OUTPUT SIGNAL FROM EXISTING ATS TO _EXISTING. 'V CP-1, WHEN EXISTING ATS IS ON EMERGENCY SIDE POSITION. J E-04 "AS BµILT" ~~./.-,,::_ ¢,ltc:- RCE __ _ EXP----~ DATE :3(22/[ro rfATE_ CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS !'ORI CARLSBAD MUNICIPAL WATER DISTRICT EXISTING OVERALL O.NE:-LINE DIAGRAM PCHF AT THE MAERKLE RESERVOIR APPROVED . WILL_/~-. PLU. M-MER _ /. /. .dt~ 'f'.,-1 u,t·e1&1.---. Oo//t)/0 ENGINEERING MANAGER PE 2a116 EXPIRES 3/31/14 lofi'rt OWN BY: VCP CHKD BY: JMJ RVWD BY: JGB PROJECT NO. 5025 I DRAWING NO. 477-· 2 I <.n 0 [~ ..... G) i-> u, .j::,, 0 -.J --.J t r!.J I ~ 0 ~ ~ ~----------------,-----------~---------------------------------------------------, I I CSWITCHBOARD PCHF, 400AMPS, 480VOLTS, 3 (0), 3 WIRE, 60 HZ, 65 KASC RMS I 400AF I) TM 3P 300AT 400AF 3P 300AT I I I M1: r) :~" ~ ,.c. ,.1: r) :~" 225AF 3P 200AT 300A ,- I SPD I 300A - ,, N.C. --------,--------------►----------------------------------------------------------~----i ~----1 PROJECT NO. 8362A10 4XISTING MCC· 1 ,---'---1 I rr=========a I ( II VCP-101 II I I I , ______ , 149 IWJ G 480 VAC -3 PHASE 3WIRE .83PF I HTG-101 I 15KVA 30 ! ~....r /y-y ,-..,,-..._ 480 V "" A 'f 5_ 2081120 V ~ "'=" 3-#10 (0), 1-#4 (N), & 1-#10 (G). ~ + l----i/ I T-PCHF I I L2 I I L•PCHF I HYDROELECTRIC GENERATOR EXISTING MCC-MSB2 'COCATICff•t----HYDROELECTRIC FACILITY VOL TS: 208 1120 PHASE & WIRE: 3PH 4W INTERRUPT: 18 KAIC PANEL L-PCHF ------- NEMA: 4X FEED: BOTTOM MTG. SURFACE BUS RATING: 100 ------ PH A WEIGHTED VA PH B WEIGHTED VA PH C WEIGHTED VA 3644 2678 3507 MAIN: CB EQUIP SIZING VA 10932 MAIN RATING 100 AF 60 AT PANEL AMPS 30.3 411712013 ------- ----- 1---------------------------------~ --------- 1/C/F DESCRIPTION ____ LOAD (VA) BKR --+-_C_IR_0 __ CIR B_K_R ___ L_OAD (VA) 'DESCRIPTION IICIF I SUPPL_Y FAN (SF-101J _ 1176 20A-1P 1 ; A · 2 20A·1P 160 1INDOOR LIGHTS i FIT-101 50 f----2=0~A~-1~P--+--3f----e-'B 4 20A-1P · 540 !RECPECTACLES: -IN_D_O-OR ------------------+-~---1 I --------------- I a-RTU~-~1 ~-----10□□--+-20A·1P 5 C -6-f-----2~0A-1P 174 ;OUTDOOR LIGHT ------ 1666 7 A 1 8 20A·1P 180 'RECPECTACLES: OUTDOOR ---EXISTING LIGHTING PANEL "L2" 1666 30A-3P 9 B : 10 20A-1P 4 EMERGENCY LIGH~T~f----f----_____ _ -- SPARE SPARE SPARE FILE NAME: 8362A10-00-E-05.dgn --------- -------- 1666 ___ _ _ ___ 11 C i 12 20A•1P VCP-101 __ -:_-:_-_-_____ _ __ _ -~~----: 20A-1P 13 A 14 20A-1P NCP-101 • I .-f----~--+-~-+-------------, ___ . 20A-1P 15 B 16 20A·1P ·1SPARE '1 '1 20A--1P-~~1~7-+-'C 1~8--2~0~A~-1~P-~-----_ -_---+S~P~A~R~E~-=====----~----_-_-_-_-_-_-_-_-_-_--------+--~ Undercrou11d Service Alert 0 ~ Cull TOLL FRfF ~ 1-800-227)600 - TWO WCRKIIG il/\YS GFF0,1' YOU QIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY I carol/a ---------- -------',- --t-------j-------j---- -----+-----+--------------- ---- -------- I i ___ 6A-TE i 1N1T1~S_ - ENGINEER OF WORK' REVISION DESCRIPTION i -j-------j - DATE INITIAL DATE INITIAL ------ CITY APPROVAL OTHER APPROVAL ---------- KEY NOTES: SPLICE NEW CONDUCTORS AT EXISTING PB-04 WITH EXISTING CONDUCTORS FOR EXISTING MSB-2 POWER FEED. PROVIDE NEW FEEDER BREAKER AS SHO\MII ON DVVG. E--03. VISIBLE DISCONNECT SWITCH, BOLTSWITCH MODEL J366WOL OR EQUAL. NET GENERATION OUTPUT METERING PROVIDED BY SDG&E. PROVIDE THE FOLLOWING MUL Tl-FUNCTION PROTECTIVE RELAY BUT NOT LIMITED: (27159) UNDER/OVER VOLTAGE, (32Rl REVERSE POWER, (46) CURRENT BALANCE,.(47) VOLTAGE SEQUENCE, (oiV) VOLTAGE RESTRAINt:D OVERCURRENT (51 N) NEUTRAL OVERCURRENT; AND (810/U) OVER/UNDER FREQUENCY. I , E-05 i "AS BUILT" ~g;6A ~/4,//4= RCE __ _ EXP. ___ _ DATE APPROVED WILLIAM E. PLUMMER ENGINEERING MANAGER PE 28176 EXPIRES J/JJ/14 DATE DWN BY: VCP J I CHKD BY: JMJ ·-· RVWD BY: JGB -----~.c ----~ PROJECT NO. , DRAWING N0.1 5025 ii_:t-77-gj I I ' I !; :.I ~ fxi 0 ~ ~ 0 50' 100' PROJECT NO. 8362A10 200' FILE NAME: B362A10-00-E-06.dgn ,Ir :!crcrc:urid Service /\lerl ' Cal: TOLL FRF[ 1-800-227-?GOO VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 l"""i_._....__ 1 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY TO/FROM- GENERAL NOTES: 1. LOCATION OF EXISTING CONDUITS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. TO/FROM HYDROELECTRIC FACILITY DUCTBANK 0 KEYNOTES: 0 0 0 0 0 0 LOCATION OF NET GENERATION ELECTRIC OUTPUT METERING & A.C. MANUAL OPERATED DISCONNECT DEVICE. THE LOCATION OF EXISTING PULL BOX WAS BASED ON RECORD DRAWING (COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION OF SQUIRES TANK ANO PIPELINES). THE EXACT LOCATION AND QUANTITY OF EXISTING PULL BOX SHALL BE FIELD VERIFIED AND PROVIDED AS-BUil T DRAWING. REMOVE EXISTING POWER CONDUCTORS AS SHOWN ON DWG. E-04. VERIFY ACCEPTABILITY OF EXISTING CONDUIT BY PULLING A MANDREL THROUGH THE EXISTING CONDUIT PER SPECIFICATION 16130. PULL NEW CONDUCTOR PER CONDUIT SCHEDULE FROM EXISTING MCC-1 TO SWITCHBOARD PCHF. CONSTRUCT DUCT BANK IN ACCORDANCE WITH DETAIL EM001/TYP UNLESS OTHERWISE INDICATED. REFER TO DUCTBANK SECTION, 2. BOND GROUND CONDUCTOR WITH EXISTING GROUND CONDUCTOR. POWER CONDUIT ASSOC IA TED WITH EXISTING LIGHTING PANEL "P2". THIS EQUIPMENT IS MOUNTED INSIDE AN EXISTING OUTDOOR CABINET. TO/FROM PRESSURE REDUCING STATION DUCTBANK ( , I ,-----------------+-----. oO 08 j (~-----" 2" 2" 3" oo@ '2"0 0 .... ~ TO/FROM CHLORINE PUMP STATION I'., DUCTBANK , 0 '-< 2" (E) PB-04 / DIOXIDE BUILDING 0 DUCTBANK -+--I >---+----, ' DATE INITIAL ENGINEER OF WORK i '-3"@ CD DETAIL N.T.S. 1'-7 1/2" ir/4)_. -v/ (-' _I _I 0 rv "AS BUILT" 1---- ' E-06 I ' I $/4 DUCTBANK SECTION ~-7,-7-fo,,/ RCE___ EXP ____ _ DATE N.T.S. -=L- DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL I DATE --+---I fs"HE_-_ffl, crrro_ re_·_ A_ R:L_sBAD_ 1 !SHEETSJ L 17 j L _ ENGINEERING DEPARTMENT ; L2-_ I IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT SITE PLAN f----------1 ~--~PC~HF AT THE~RKl.g_BgSERVOlfi_ J --+---I I APPROVED WILLIAM E. PLUMMER -----, ENGl@:_RING ~AGER ___f'_E__1_8176 EXPIRES 3/31/14_ DATE __ I DATE INITIAL CITY APPROVAL ~~~g B~~ 1~~ [ p502 5° -~ 47W7G N?.I I t 0 w ~ ~ !CONDUIT SCHEDUI.._E _______ _ 4/10/13 l Pressure Control Hydroelectric Facility ---- CONDUIT ----,--------------~ ------ CONDUCTORS GROUND 1--------- ---------+---------,------+-----~-----+------------------------------- NUMBER C-001 DWG E-08 C-002 E-08 SIZE 1" 1" # SIZE #14 t---------- 12 #14 TYPE # SIZE TYPE DESCRIPTION - ----- --------+--------------------------- XHHW-2 1 #14 XHHW-2 FR: BFV-101 TO: VCP-101 8 #14 » CONTROL. 2-SPARE ------+------------- XHHW-2 ~--+==~-----------=~~---------1 #14 XHHW-2 FR: RTU-1 TO: VCP-101 --+----+ -----» CONTROL, 2-SPARE ---------------------12 #14 --- -t-----f-----1 ------E-08 111 2 2 ----+--1- #12 #14 XHHW-2 XHHW-2 -- 1 #12 XHHW-2 FR: TO: 2 #12 --+--+ ----2 #14 TERMINAL BOX@ HTG-101 VCP-101 » MWH-101 » VZS-101 --- I -C--0-1□---E-08-□.75" -2--#14 XHHW--2.-_1 ___ #14 XffHW-2FR: ------Z-S-111 TO: CONDUIT TEE 2 #14 » ZS-111: CONTROL fc-011 _____ i---E-=□a=-----t-O-. 7-5-" ; _,_ ______ -#1=-4-=------:~X;::H=HW~-2---t-1 ~#~;~-4---t-cX~H~H~W"-"i-~~-:--_-__ --:-__ -------~ coii~~~-~E_E ____ _ 2 #14 » ZS-101: CONTROL ----t----- ---- C-012 E-08 t-------0.75" 4 #14 - ------+----------- -----+-----E-09 C-020 0.75" 2 --#14 XHHW-2 1 ---- ------- XHHW-2 1 #14 XHHW-2 FR: TO: 2 2 #14 #14 ---I--------- #14 XHHW-2 FR: TO: CONDUIT TEE RTU-1 » ZS-111: CONTROL » ZS-101: CONTROL ---------- ----------- ------------------- EXISTING ATS I_ -----+------,---t---+-------t----+-----t---+----t-2 #14 EXISTING CP-1 » CONTROL STATUS -----------t------ C-060 E-06 0.75'' 2 #14 L-001 E-08 1" 4 #12 -==---+----XHHW-2 1 #14 XHHW-2 FR: TO: -----2 #14 --+--~-~ TS-101 LCP-101 » SF-101: CONTROL ~~------ ---+ -----------XHHW-2 1 #12 XHHW-2 FR: JUNCTION BOX@ HTG-101 CONNECTING SEGMENTS ------; C-012 C-010 C-011 TO: VCP-101 I 'v. 2 #12 » POWER: HYDRAULIC POWER UNIT L-002 I __ + __2___1112 ___ »_POW_E_R: SOLENOID VALVE __ __ L-003 _ . -------------------------------; :--------~- L-002 E-08 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 ifR: HYDRAULIC POWER UNIT L-001 I TO: 2 #12 ___ J_U_N-CTION BOX@HTG-101 » POWER: HYDRAULIC POWER UNIT -- I --------i------- b~--00_3_--+-_E;~ -□-.75"_ ~---_' --#~ _ ~HW ____ -2--+---~--#-12 ~XHHW-21~~: _____ ~2=-#-12--_-_-_ J~_,N_i~;!~1i_~VE:::~G:::1~-1~!L_v_E -------L-001 _ I L-010 E-08 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR: RTU-1 -------- f----- L-011 E-08 0.75" 2 #12 XHHW-2 1 ------- TO: 2 #12 --- -----c--t~----#12 XHHW-2 FR: TO: ------+-2 #12 L-PCHF » RTU-1: POWER -------- ------c---------FIT-101 L-PCHF » FIT-101: POWER -------------- f--L--0-20--+-~E~-0~8~f--1~"-+~2~+-~#~12~-+~X~H~H~W~-=2---+--~1-+~#~12=-+~X~H~H~W~-2ctcF=R-:---------~------- L-PCHF -----+-----< ·-I------ --------~ ---- L-030 E-08 111 4 #8 XHHW-2 1 #8 TO: 2 #12 XHHW-2 FR: TO: SWITCHBOARD PCHF » POWER: SPACE HEATER -------------- - T-PCHF L-PCHF 4 #8 » POWER -+--~~~- ------- ----- ------ !-=-==------+---=-=---+--------+----------f-r---____ ------L-040 E-06 2" 3 #10 XHHW-2 1 -------- #10 XHHW-2 FR: ------==~~ -----~=~~~--EXISTING LIGHTING PANEL "L2" VIA EXISTING PB-04 E-08 TO: L-PCHF 3 #10 » "L2": POWER =--------- --L-060 E-08 0.75" 2 #12 -i-XHHW-2 -1 --#12 XHHW~2 FR: -------- SF-101 DISCONNECT SWITCH L-061 TO: -----+------+----2 #12 » POWER ---t=----1-----+l--' L-061 E-08 0.75" 2 #12 XHHW-2 ~--~ ----~-- --- ' L-062 E-08 0.75" 2 #12 XHHW-2 1 #12 XHH .. W~2 FR: TO: 2 #12 - . r--------- - -------------------- 1 #12 XHHW-2 , FR: DISCONNECT SWITCH LCP-101 » SF-101: POWER ------------ LCP-101 L-062 L-060 -~-I TO: L-PCHF I' 2 #12 » SF-101: POWER L-061 ------+---~--+----+---------"-~~~~~ ~~- L-070 E-08 -0.75" 4 #10 XHHW-2 '----~-------- PROJECT NO. 8362A10 FILE NAME: 8362A10-00-E-07.dgn -f-+ #10 XHHW-2 IFR: TO: 2 #10 2 #10 ----------- LIGHTS & RECEPTACLES L-PCHF » LIGHTING: INDOOR » RECEPTACLES: INDOOR --' ---L-_L ------------ ' ---~ l!11cergro11nd Service Alert if ,=:..: Call TOI I rRIJ :r~ 1-soo 1_1_1-2500 ...[~_j ----·-----·---· ------ CONDUIT SCHEDULE Pressure Control Hydroelectric Facility CONDUIT NUMBER DWG SIZE -I -- 1 # CONDUCTORS SIZE TYPE I GROUND # SIZE TYPE , DESCRIPTION 4/10/13 - ----------------+ CONNECTING SEGMENTS L-071 -+-~~--+-~--t-~-+--=--+-==~+-~-t-=-tc===-t-~------E-08 1" 4 #10 XHHW-2 1 #10 XHHW-2 FR: --------------- SITE LIGHTING ---- TO: L-PCHF 2 #10 » LIGHTING: OUTDOOR -------1 -----+---+-----I----+-2 #10 --» RECEPTACLES: OUTDOOR ----------------+ -- N-001 ---~~i--~,--E-08 1.5" 1 CAT6 1 #14 XHHW-2 FR: TO: 1 CATS RTU-1 ANTENNA » COMMUICATION ---- ------,---+-->--------------- ----- E-08 1" 1 CAT6 -----+~--+~-1 #14 XHHW-2 FR: VCP-101 RTU-1 ----- N-002 ----------t--~P~-0~0~1 -i--E-08 3" 3 -----+--------- P-010 --------+------+-E-08 3" 3 ---- 350 XHHW-2 ----- 1 TO: 1 CAT6 » SSM1-101: POWER MONITORING ---+--t---=-~---~=1--1--~,=====~ ------------+ ==-t---#4 XHHW-2 FR: TO: ----f-- -- #4 XHHW-2 FR: TO: HTG-101 VCP-101 3 350 » HTG-101: POWER I -------_--___ =-==---------=----=-=-=-==-===--==---------+ VCP-101 SWITCHBOARD PCHF ---t------t---------{----\------r 3 350 » VCP-101: POWER ------------------f P-020 ----P-030 -- P-050 E-06 E-09 E-08 E-06 E-08 ----+---+-3" 6 250 --t---1 -- 1" -~---- 2" 3 #3/0 --------- XHHW-2 1 XHHW-2 1 ---+- -XHHW-2 1 ------#4 XHHW-2 FR: SWITCHBOARD PCHF TO: EXISTING MCC-1 VIA EXISTING PB-04/03/02/01 6 250 » EXISTING MCC-1: POWER ------------------ #10 XHHW-2 ;FR: T-PCHF--~ SWITCHBOARD PCHF » T-PCHF: POWER ITO: 3 #12 - ----------------EXISTING PB-04 TO: SWITCHBOARD PCHF ------ -------- #14 \-XHHW- 2 FR. --3 __ #_3_/o ____ »_MC_C-_MSB2: POWE_R_ __ _ ___ -=--=------ -S-001t--08_--+:1:.5:"_-t--,__6~~,-_T_3:_1_A_1~~--:-_:~----+-1 ---ITO:_ 6 _2_/C_S~16 T,:R:;:~; fi~!.:TG-10_1_--~------__ -__ -___, S-010 E-08 --+---- 1------ S-011 E-08 1 0.75" 1 MFRJ --r------' CABLE --------2/CS~16 1 #14 XHHW-2 FR: TO: - 1 #14 XHHW-2 FR: TO: 1 MFR FE-101 FIT-101 » FE/FIT-101 FIT-101 RTU-1 --------- - ---------- .1--__ --+----+--+---+----+----+--+-----+------+---1~_ 2/CS~16 » FIT-101: SIGNAL --------- S-020 E-08 ---r------0.75" 1 t---------2/CS~16 1--------+--I --S-021 E-08 0.75" 1 2/CS~16 ' --S-~02~2~-+-~E--0~8--r-6,o:j-,--~~~--2/CS~16 ----- #14 XHHW-2 FR: TO: 1 2/CS-#16 PIT-101 CONDUIT TEE » PIT-101: SIGNAL ----+------ #14 XHHW-2 FR: TO: 1 --------PIT-110 CONDUIT TEE 2/CS~16 » PIT-110: SIGNAL -,--------------- ---------- #14 XHHW-2 FR: TO: 1 2/CS~16 1 2/CS-#16 --+--~-- --==,~-CONDUITTEE RTU-1 » PIT-101: SIGNAL » PIT-110: SIGNAL - S-022 S-022 ---- S-020 S-021 -- ~ 2#12 ------j--------+=--------====~~~--------------7 FR: EXISTING PB-04 ~--+----+-------I X-002 1------ ----1-----I-- E-06 2" 1 E-08 PULL T ROPE 1 #12 ---- TO: RTU-1 FR: TO: 1 PULL » ATS SIGNAL EXISTING PB-04 STUB-UP AT SWITCHBOARD PCHF 1 PULL » -------- ~--~'----f--------- S-023 0.75"1 f----------+--t--11-------~---- P-060 ------t--t- 0.75" 3#12 #12 . -I--. . . t-----~--·--P-061 0. 75" 2 #12 #12 ---__ , ---------I----- P-062 1.5" #6 -----+- FR: TO: FR: TO: 1 VALVE CONTROL PANEL SPEED SENSOR PULL >> ---- L-PCHF VCP 1 PULL ------1 p, PULL » L-PCHF MPU ------------------------~ ------ IFR: TO: MCC-1 CAPACITOR BANK ----- 1 ~~ » ' ------------------------, - ----~+- --~---+-- KEYNOTES: /:',_ RE-USE EXISTING CONDUIT FROM EXISTING MCC-1 TO V EXISTING PB-04 . .,/,;--. RE-USE EXISTING CONDUIT FROM EXISTING PANEL "L2" '\1/ TO EXISTING PB-04. "AS 'Zi~r?<--/n-;( RCE ____ EXP. ___ _ E-07 DATE -1s_Hm11 CITY_-_-o ___ F __ -c_ ARLSBAb_-__ --1·_ 1-·sHEE--TS_] _ L 1_~_j_ ENGlt,iEERIN_g_DEPARTMENT ·-_ _4:_2 _ IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT I ---1-~~-+----1-----_, SCHEDULE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY carol/a - - DATE INITIAL ~- ENGINEER OF WORK ------ ---------------PCHF AT THE MAERKLE RESERVOIR ------ ------ ----------+------+----+-- ---------==~-==-----'·=--·-=---"==-==c-c=~ PPROVED WILLIA-M [. PLUMMER ____ l l~NEERlli_Q_ MAN~ER PE 28176 EXPIRES_J/Jl/14 _ DATE _· I REVISION DESCRIPTION _[)A~INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: -VCP L PROJECT-NO. ----I I DRAWINff NO.I ~~~g ~~; j~~ _li O 2 5 i, 4 77-2_; ~ ~ iii Q ~ ~ 10 S-021 S-010 t 101 10 L-011 10 S-011 .J L-030 L-010 RTU-1--, 7 N-001 GENERAL NOTES: 1. BEFORE ROUTING CONDUITS IN THE SLAB, COORDINATE WITH PRECAST CONCRETE MANUFACTURER FOR THE LOCATIONS OF THE EQUIPMENT. KEY NOTES: 0 SEE DRAWING E-06 FOR CONTINUATION. 0 #2/0SDBC. 0 ROUTE CONDUIT UNDER THE SLAB PER DETAIL EM030!TYP AND EM031!TYP. 0 MOUNT DISCONNECT SWITCH ON WALL AT 4'-6" CENTER LINE ABOVE FINISH FLOOR. RA TED 120VAC, 1 P, NEMA 3R. 0 "A" ENCLOSED AND GASKETED NON-METALLIC FLOURECENT LUMINAIRE CEILING MOUNT, 120 VAC RATED BY APPLETON MODEL FZ-N1-C-2-4-08-S-BO-2-F, OR EQUAL. 0 "B" ARCHETYPE SMALL LUMINAIRE AREA LIGHT BY KIM LIGHTING MODEL #1 SASAR21 OOH PS 120VDBA-30-SVSF-1 SA MOUNTED ON 12" POLE PSA12-4125/A/DB. 0 TO ROOF MOUNTED YAGI ANTENNA. PROJECT NO. 8362A10 FILE NAME: 8362A10-00-E-08.dgn FE 100 11 TURBINE LAYOUT 116"x3211 -62 , I ~-20 Ii -L----f'-_,-f=~<", L- f--r--~. 1-rr------i----J_-.J-1-r,,;-=---=~--- ' I-' ' I ---- ~ ' ~-=-rt -' \ cc -)1 -' ,---'--1 -~~ -- --·-11 1------1 I ,, f-------' ·1 -7- ,! ------------------1 Sf-101 LCP-101 EM131 TYP (TYP) 10 C-060 HTG-101 8 CONTROL PANEL SWITCHBOARD PCHF j ~-----------------;;~~ir p A POWER & CONTROL PLAN SCALE: 1/2" = 1'-0" FILE: 8362A10-080-100 0 TERMINATION BOXES FOR POWER CONDUIT AND CONTROUSIGNAL CONDUITS. VERIFY THE LOCATION OF TERMINATION BOXES BEFORE ROUTING THE CONDUITS. 0 "C" INDUSTRIAL EMERGENCY LIGHTING UNIT, NEMA 4X SELF-CONTAINED, SEAL MAINTENANCE FREE 6V BATTERIES, 120VAC RATED BY DUAL-LIFE, MODEL N4X2 OR EQUAL <§> ROUTE CONDUIT PER DETAIL EM101/TYP ON INTERIOR WALL 0 ADDITIVE ALTERNATE BID. NO.1. THE ASSOCIATED CONDUIT AND WIRES SHALL BE PART OF ADDITIVE ALTERNATIVE BID NO.1. REFER TO CIVIL DRAWING FOR THE LOCATION. 111,d IC!IUllC . Call TOLL FRll P-020 P-050 L-040 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY (FE\_ ~\ EG101 (TYP) TYP _carollo .--1. I I I I t-·- 1 I I I t-·-· I I I I I I I I I I I I I I ·-- -- ~-071 RTU-1 I I I LJ HTG-101 VCP 101 I LPCHF-4 I I ~ ' ~ ------...------1---....L-----,--------,-+---'--~ JrS LPCHF-1 I I - - ---, --F T I I T T T I I I I ___ _,____~--------+'----~ SWITCHBOARDPCH I I I I I I I I ' I i---~TYP) ------------· , ~~· i r------------L.j __ _ : 0 : i I I I I , --IEG.4021 '--------------------------' )..:::: .7:§ B EL506 TYP LIGHTING & GROUNDING PLAN SCALE: 1/2" = 1'-0" FILE: 8362A10-080-100 I I I I ! I ----L--------~ CAPACITOR BANK "AS BUILT" ~7L14, K RCE ___ EXP, ___ _ --1 ' j -I ~PPROVED WILLIAM £PLUMMER ----+ ____ e----• ENGINEERING MANAGER PE 281]6 EXPlll_ES 3/31/14 E-08 DATE DATE DATE INITIAL ---------+ I ----< locwHKND-BBYY:: -vJ-cMPJ I DATE :INITIAL !DATE INITIAL PROJECT NO. • DRAWING NO.; ENGINEER OF WORK REVISION DESCRIPTION COTHER A;PROVAL_,_ CITY APPROVAL 'RVWD BY: JGB 5025 477-:::-21 I i\:i 0 ~ ~ PROJECT NO. 8362A10 FILE NAME: 8362A10-00-E-09.dgn EXISTING CP-1---t---I C-020 USED EXISTING CONDUIT -~11' VERIFY SCALES 0 P-020 _--_ ·-. : .\· . -u·•~,.,,~.;, :\_, -.., - •-" ~ ........ -------- .. 1/ . , ;.~,.:_~:tirf --~-'-.. : f A EXISTING MCC-1 .. ,:. :, :-' . -:_:_~~'.:.'. --_-:--_ -•, . ' -~-. '-"' •' ' -: . ·-•, -> ' . , . PLAN SCALE: 114"=1'..Q" FILE: PDF model for sheet E-09 Call TOLL 11\El BAR IS ONE INCH ON ORIGINAL DRAWING 0 ·-,111 ~carollo i IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY DATE INITIAL! ENGINEER OF WORK KEYNOTES: 0 FIELD VERIFICATION IS REQUIRED TO DETERMINE THE EXACT ROUTING OF THE POWER CONDUIT FROM EXISTING PULL BOX (PB-01) TO EXISTING MCC-1. PROVIDE ADDITIONAL CONDUIT IF IT rs REQUIRED TO COMPLETE THE INSTALLATION. i ---. . E-09 "AS BUILT" ---;c;~YZfrc £ ~/<Le RCE __ _ EXP ____ _ DATE ___ -._---_ __ -1-_--+----+----+--_ _ _, -S-H2~EJ CTTY OF CARLSBADJ~HEETS ·-ENGINEERING DEPARTMENT .. L 42 _ ---------r --_--• ---, REVISION DESCRIPTION ~--·· DATE INITIAL OTHER APPROVAL DATE . INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATl:R DISTRICT EXISTING PUMP STATION PLAN PCHF AT THE MAERKLE RESERVOIR APPROVED WILLIAM [. PLUMM[R l J ENGINEERING MANAGER PE 28176 EXPIRES 3/31/14 D_ATE __ j l~~~gBi~:Jrt=J l-p~o2~ _l~77G N2·1 I I I I I :;: i, "' :,: "' 0 w ~ ~ M r L1 -II L..J II 120VAC • N -L..J GND -~ , I I HSD-101 OFF I AUTO±HAND I oox I I I I I _L -.:.ii TS-101 -xoo L..J -c,'>"' L..J A SUPPLY FAN E-08 PROJECT NO. 8362A10 FILE NAME: 8362A10-00-E-10.dgn REMOTE DISCONNECT WHERE INDICATED r---7 -I ' I LJ I ~ I I I I I 1 SPEED I I M SINGLE PHASE I I >-.. 120VAC MOTOR I I -I I L..J I I -I I r:> L..J I • I~ L - -..J MS-101 O.L. 1 V '1 I - ~ Underground Service Alert w #~ w z ,$ i'-G. BR; '~ ~ /:?::):'~ % z "' C, Call: TOLL FREE w <5--., w Lu N. 6 )!ti M ~ E,p. 06/30/13 * ~ 1-800-227-2600 ~ ~ ~ 'ltcTR\c,~.-Q [j w ,-, OF CALI< ~ TWO WORKING DAYS BEFORE YOU DIG 0 --~------------- ' '',' ,, . ' GENERAL NOTES: I 1. ~ -TERMINAL IN LOCAL STARTER CONTROL PANEL. 2. c;ji -TERMINAL AT FIELD DEVICE. I I , - E-10 "AS BUil T" ~ /./4' ..r/c//~ ~ --F""d , ~- RCE EXP. DATE REVI~ 2 ?(~ltc. ---::> INSPE DATE ~ CITY OF CARLSBAD ~ 1 ENGINEERING _DEPARTMENT 2 IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT SUPPLY FAN DETAIL VERIFY SCALES PCHF AT THE MAERKLE RESERVOIR BAR IS ONE INCH ON APPROV~ WILLIAM~MMER ORIGINAL DRAWING cara1lo ~L# 7£ '. ·111--,,... o.:;-;;~//J 0 1" f.-. if,' _-Ht+ ;;~_I ENGINEERING MANAGER PE 28176 EXPIRES J/Jl /14 'DAE ,.;,,~''.,.,.;f!iJi r ,· .. , ,.c1 __ t: .. VCP I I DRAWING NO. DWN BY: PROJECT NO. IF NOT ONE INCH ON DATE INITIAL DATE INITIAL DAIT INlllAL CHKD BY: JMJ REVISION DESCRIPTION 5025 THIS SHEET, ADJUST ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: JGB 477-2 SCALES ACCORDINGLY SCADA SYSTEM OPERATOR INTERFACE TERMINAL HARDWIRED 1/0 POINT DIGITAL BUS 110 REGISTER (FIELDBUS 1/0) HUMAN MACHINE INTERFACE 3 ffi' 5 1 -TAG 2-LOOP NUMBER 3-FUNCTION 4-DESCRIPTION 5-DESCRIPTION 1 -TAG 2 -LOOP NUMBER 3-FUNCTION 4-DESCRIPTION 5-LOCATION 1 -TAG 3 2-LOOP NUMBER 4 3-FUNCTION 4 -DESCRIP .. TION 5-LOCATION 5 . 1 -TAG 2-LOOP NUMBER 3-FUNCTION 4-DESCRIPTION 5-LOCATION PILOT DEVICE 1 -TAG OPERATOR INTERFACE 2-LOOP NUMBER POWER DEVICE PRIMARY FUNCTION OPERATOR ACCESSIBLE CD 3 3-FUNCTION 4 4-DESCRIPTION 5-LOCATION 5 1-TAG 2-LOOP NUMBER 3-FUNCTION 4-VOLTAGE/PHASE 5-LOCATION FIELD - 1 REFER 00 REFER 000 REFER 00 REFER 00 REFER 00 CB DISC - FU REFER 0 REFER 0 REFER 0 REFER 0 REFER 0 ' REFER 0 ACTION ALARM NUM SP STATUS TREND Al AO DI DO HSC RTD BUS ID CNET DNET ENET FF MB MB+ MBTCP - DP PA PNET SERIAL - ACTION ALARM NUM SP STATUS AM BYPASS - CL E-STOP FRLR HOA JOHC JOJC LH LOR LOS LS LSR NOOT oc OLOL 00 OP osc RST SAAM SEL SP SPD ss ST FIELD - 3 NUMERIC SET POINT ANALOG INPUT ANALOG OUTPUT DISCRETE INPUT DISCRETE OUTPUT HIGH SPEED COUNTER INPUT RTDINPUT CONTROLNET DEVICENET ETHERNET/IP FOUNDATION FIELDBUS MODBUS RTU MODBUS PLUS MODBUS TCP PROFIBUS DP PROFIBUS PA PROF/NET PROPRIETARY PROTOCOL NUMERIC SET POINT AUTO/MANUAL BYPASS CLOSE EMERGENCY STOP FIXED RATE/LEVEL RATE HAND /OFF/AUTO JOG OPEN/HOLD/CLOSE JOG OPEN/JOG CLOSE LOW/HIGH LOCAUOFF/REMOTE LOCK OUT STOP LEAD/STANDBY LOCAL/STOP/REMOTE NO OFFLINE/OFFLINE TRANSITION OPEN/CLOSE ON LINE/OFF LINE OFF/ON OPEN OPEN/STOP/CLOSE RESET SEMI AUTO/AUTO/MANUAL SELECT STOP SPEED START/STOP START FIELD - 4 DESCRIPTION 00 DESCRIPTION FIELD - 5 DESCRIPTION PAC PROGRAMABLE AUTOMATION CONTROLLER NO. PLC PROGRAMABLE LOGIC' CONTROLLER NO. RIO REMOTE 1/0 VCP VENDOR CONTROL PANEL NO. /JW)l::.t;~ff~.7.-,fEH ~~~N:il:i.mmx1%%%:®1&lletill'.t%W¾:~J?...%,/,.7'-'W'"A@WDNmm DESCRIPTION PAC PROGRAMABLE AUTOMATION CONTROLLER NO. DESCRIPTION 00 M1i?Mill¾¼~, l@tl DESCRIPTION 24VDC 120VAC 208VAC 208VAC 240VAC 240VAC 480VAC 2400VAC 4160VAC 1P 1P 2P 3P 3P 2P 3P 3P 3P PLC PROGRAMABLE LOGIC CONTROLLER NO. RIO REMOTE /10 VCP VENDOR CONTROL PANEL NO. HMI LCP PCM VCP HUMAN MACHINE INTERACE NO. LOCAL CONTROL PANEL NO. PROCESS CONTROL MODULE NO. VENDOR CONTROL PANEL NO. J.'l:1.¾W,,$%$$/4%'%'KZ(ZPlfil1bITT"~.1N,i'!i'l,il,RIJMilfilrillillfWAftY<>10 LCP LOCAL CONTROL PANEL NO. MCC -MOTOR CONTROL CENTER NO. PCM -PROCESS CONTROL MODULE NO. RVSS-REDUCED VOLTAGE SOLID STARTER NO. VCP VENDOR CONTROL PANEL NO. VFD VARIABLE FREQUENCY DRIVE NO. DP LCP LP MCC PCM pp VCP '.,, ¥.l •.•. -.".1.-.·•.--.·.·.' .. ' .. ".111)··· '.'. rn ,,. . ll!l!!J . . . • .. . ,'@Jill ,11! .. ,,.,-. A DISTRIBUTION PANEL NO. LOCAL CONTROL PANEL NO. LIGHTING PANEL NO. MOTOR CONTROL CENTER NO. PROCESS CONTROL MODULE NO. POWER PANEL NO. VENDOR CONTROL PANEL NO. REFER INSTRUMENT PRIMARY ELEMENT "'f-ici1iJ'./:ef®IV-iT'WJ,~\/\i'!i\'IJl'l1'J%Jf~l:f1t8::m_eww;,}l,iifH-i."®l'.$1W-P:Wl8'~ INSTRUMENT/CONTROL ELEMENT PRIMARY FUNCTION OPERATORACCESSIBLE EB' 1 4 2 5 1-TAG 2-LOOP NUMBER 3-FUNCTION 4-FURNISHED BY 5-LOCATION 1-TAG 2-LOOP NUMBER 3-FUNCTION 4-FURNISHED BY 5-DESCRIPTION tm: 1:rwrnw+.Tillis1i!OOffMM%¾'.':'Riiift'i'iW"A."¥hW1!1:!J1J11"~TuTfi\',Ki t ·wm•tiSWtillill!MUtW~ INSTRUMENT/CONTROL ELEMENT 1 -TAG AUXILIARY FUNCTION 2-LOOP NUMBER OPERATOR ACCESSIBLE EB' 3-FUNCTION 1 4 4-FURNISHED BY 2 5-DESCRIPTION 5 FIELD -1 REFER 0 REFER 0 ffi1'$.<)lfW-fii~~-fil@titllillc%iW~±:,.';J,if~ REFER 0 '®i?So~ATW-ITTrn-TI-TWW#.ixi£ 1 , ,:iiiJMiMt~tWft??WA +TfoM!!W¢~4?.ft;VWi-T11:1:;mrn IWl1il~7F-iW11Th181:Mh!%%%W¥¼1/~ ": S 1¢1l'.% INSTRUMENT/CONTROL ELEMENT 1 -TAG REFER PRIMARY FUNCTION 2-LOOP NUMBER ~ OPERATOR INACCESSIBLEEB 3 3-FUNCTION "-,1/' 1 4 4-FURNISHED BY XR -PROTECTION RELAY 2 5-LOCATION CR -CONTROL RELAY s IR -INTERPOSING RELAY FIELD - 2 FIELD - 3 REFER DESCRIPTION 0 0 REFER DESCRIPTION 0 0 FIELD - 4 DESCRIPTION 0 AREA NO. BUILDING NO. ROOM NO. FIELD -5 'ii!ii!iilM.i ·;;·.,;;M!f00±h%'fdm,>Wi'_WW_,iti!ii-7-it.W.W-i/MW!-WE1" l\/iiiWl!l'0J$%'f/4¼f{!'fl'/ii'/i\'i'/ii'/ilMM»1%rnll1J,1J¼cJ·, -"1 DESCRIPTION DESCRIPTION 0 ~i1'%Z,-ff.a:@:i ,c,::mm1w~½lli@tiWtim@:fuW@m.1l[W)l]'MlMcl<l¾lli:i@]Wi:1 1:1,,:m:~]A,~#S.J:A.~MJ !%ffi:w¼A~ • W¼/iii!.t!Ms'Tu%¾Mtltl',1i&.'t0rift±<'j(<l¾Wt!UftK'ffw,Jlii'1·11 i'/0WNl.~½1%¼lliful! REFER DESCRIPTION DESCRIPTION DESCRIPTION 0 0 dNMili!J!'.l!U(%%%0\½GW'.d00W1-iililJfil&.J::W!J:0l!ffil1:iNlt~...GE LCP LOCAL CONTROL PANEL NO. MCC MOTOR CONTROL CENTER NO. PCM PROCESS CONTROL MODULE NO. VCP VENDOR CONTROL PANEL NO. 1Wl~t'l-.W%.fuilt:M ..... '"ill'~¼W.t,%11\¼'BW51.(:1Ji1i®WJ%i"i' '~'r~f.tlri"Df?Mtt #.t¥\fWffi%%%%W~'Jl'i0PW%%!$!$!0%$,:'%:%~ !:fdlifi/1/!fJ!i!?:l,;/;.:,;x .. W!1}'!;1:!Ji;J,.!JJJMgfiJliJi::/idi:<ttd/M."& Ri'i!Ui'Wiitii!1!i!JiiiM!.''1hM1i1~i!JH./J!M0MM'&if1&:WNMM'"T""' IJ!.,,jJ!ii INSTRUMENT/CONTROL ELEMENT AUXILIARY FUNCTION OPERATOR INACCESSIBLE© 3 1 4 2 5 FIELD EQUIPMENT NON-POWERED 3 G)' 5 ""8-JIBM•fil¾ffiH·Sjt\'til@_Jl:!S:!.fJ.l:t@mre.,;@111tl'il©t!!I\W~ FIELD EQUIPMENT AUXILIARY FUNCTION POWERED FIELD EQUIPMENT STARTER/DRIVE 1 - 2 3 4 5 e 1 -TAG 2 -LOOP NUMBER 3-FUNCTION 4-FURNISHED BY 5-LOCATION 1-TAG 2-LOOP NUMBER 3-FUNCTION/SIZE 4 -FURNISHED BY 5-LOCATION REFER REFER DESCRIPTION 0 0 XR PROTECTION RELAY CR CONTROL RELAY IR INTERPOSING RELAY REFER REFER DESCRIPTION 0 0 DESCRIPTION LCP LOCAL CONTROL PANEL NO. /;;,-..._ MCC MOTOR CONTROL CENTER NO. 'V PCM PROCESS CONTROL MODULE NO. DESCRIPTION 0 VCP VENDOR CONTROL PANEL NO. AREA NO. BUILDING NO. ROOM NO. ,1ii.hiilW4W¼%<1!½"1\iTTHiJ'.Tffi¥flW;J8iij iiiJiN"1.8sJi"efefWB1'iffiifil%%illlWW~N:% filll.a'.I.~~ ~Wl%®"%i£"% W fV%-W.-f%1,.illi81'/.Ttlml1~i"1*¥M.8'@~--9'/t¼~_i%W.JW"cttfleil,,ljJ@;·%\%l,tl@l~¼l!'dCT.'.-'l-3, ll!!JiM&fW;,W.!Jt:Lll~l-il@W.~.IXMIWf#..¥ •. X:C.'.l!flll!i!i!l-ffeffeffe'--J%! 1 -TAG MWH -MOTOR WINDING HEATER REFER DESCRIPTION DESCRIPTION DESCRIPTION 2-LOOP NUMBER TSH TEMPERATURE SWITCH 3 -FUNCTION XSH -TORQUE SWITCH 0 4 -FURNISHED BY 5 -DESCRIPTION 1-TAG MS MOTOR STARTER REFER FVNR- 2-LOOP NUMBER RVAT-REDUCED VOLTAGE AUTO 0 3-TYPE TRANSFORMER STARTER FVR 4-VOLTAGE/PHASE RVSS-REDUCED VOLTAGE SOLID 5-LOCATION STATE STARTER PWS VFD -VARIABLE FREQUENCY RVAT- DRIVE RVSS- TS1W- TS2W- VFD - INSTRUMENT BUBBLE LOCATIONS FULL VOLTAGE NON-REVERSING STARTER FULL VOLTAGE REVERSING STARTER PART-WINDING STARTER REDUCED VOLTAGE AUTO TRANSFORMER STARTER REDUCED VOLTAGE SOLID STATE STARTER TWO SPEED SINGLE WINDING TWO SPEED TWO WINDINGS VARIABLE FREQUENCY DRIVE 120VAC - 1 p LCP LOCAL CONTROL PANEL NO. 208VAC -2P MCC MOTOR CONTROL CENTER NO, 208VAC -3P PCM PROCESS CONTROL MODULE NO. 240VAC -2P VCP VENDOR CONTROL PANEL NO. 240VAC -3P 480VAC -3P 2400VAC -3P 4160VAC -3P NOTES INSTRUMENT TAG IDENTIFICATION LETTERS TABLE OPERATOR PllOT DEVICE LEGEND 0.V+ ii Vi1@.11::,r!.1'-.l''-1hNrn~T~1im@l@W+:+T.it#,$T-il~MJW.;:i_w I'! l"!Jffi. 1WY~'iW,l-%¾,WTMA\kThlf1ifo@/ -.it-f.l'ajj!\;:,J:!,l-tt!li.1%'$W-WWWS-W'i-:'.;f,½Tfu¥4¾"4mrnW 1-%%f"WS-TW~ ~Af-wc'Al%~WY ___ filfj' !}:'1'!.lfiifilifrli.@l;fti,j',W,i&@ '<WW'ffffi@N,!i1MMillJ.tl¼'Mm!£1 Hfr!a&@WWJn'&W.HM,@llffii&Mc'"W"---l-rl:::~'&½'&~&MM~ ·-.·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-· 0 0 0 0 0 0 POWER DEVICE 1 -TAG DISC -DISCONNECT R.EFER DESCRIPTION DESCRIPTION DESCRIPTION AUXILIARY FUNCTION FOR 2-LOOP NUMBER 4 OPERATOR ACCESSIBLE 3 3-DESCRIPTION V DEVICES FB· 4-DESCRIPTION 2 5-DESCRIPTION 5 --WNliViT+h'f$MW.##.#.&ffJl:Mi,i_i,iJ@<t<1J±t±Y/4".v©TuTW1Hi TT+E¼'dhl.%1t1'J\i'fuM.1'illl~Jt¾%" WH+VW4!!/?H~M1"e!fiFTi-i!iJi@l,fa,i:f1'MliXl))(f;lT,f.iiifd¼YJf£ -'iffi'.'ff.lllMJ'JJbJJ, POWER DEVICE 1 -TAG CB CIRCUIT BREAKER REFER PRIMARY FUNCTION 2-LOOP NUMBER FU -FUSE ~ OPERATOR EB' 3-FUNCTION V INACCESSIBLE 4 4-VOLTAGE/PHASE 5-LOCATION 5 POWER DEVICE 1 -TAG AUXILIARY FUNCTION FOR 2 -lOOP NUMBER AUX AUXILIARY INTERLOCK/CONTACT CPT -CONTROLPOWER TRANSFORMER ffi"ii):w.Mffij;)_!;t{J,;_,c+,x;;:-01@)1;)-j,j-}M@j_1,11;//J};)W.'!!-Wl.1,\J,'%o/"/4"4MJ$W1'?0JrJ:'%¼?::imili¼M&! ,liii!!Uiitm&,1WMWJZJ%ff&NU¼itr .:::!¼%&?-P;-:/i'.-://MYdWJ/iJ.'.1!1/'#i/filPi/:ii1«11fi!f@fj{§!j!Jf;i1i;i1ilff{:/&iif;$%--Vff@!M!H1NfilP MCP MOTOR CIRCUIT PROTECTOR 24VDC 1 P DP DISTRIBUTION PANEL NO. SS SOLID STATE CIRCUIT BREAKER 120VAC 1 P LCP LOCAL CONTROL PANEL NO. TM THERMAL MAGNETIC CIRCUIT 20BVAC 2P LP LIGHTING PANEL NO. BREAKER 20BVAC 3P MCC MOTOR CONTROL CENTER NO. 240VAC 2P PCM PROCESS CONTROL MODULE NO. 240VAC 3P PP POWER PANEL NO. 480VAC 3P VCP VENDOR CONTROL PANEL NO. 2400VAC 3P 4160VAC 3P ~□ 6 er: a:: ii:] § iil!GG88B . ..J,_,_,_,_,_,_, _____ , _______ , _______ , _______ , ___________ , __ ·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-· SINGLE INSTRUMENT WITH INTEGRAL TRANSMITTER EQUIPMENT TAGGING TABLE 110 TYPE DESIGNATIONS TABLE INSTRUMENT TYPE DESIGNATIONS TABLE FURNISHED BY: FBO FBOS FBV FBROMS FBUVS FBTM FURNISHED BY OWNER FURNISHED BY OZONE SUPPLIER FURNISHED BY VENDOR FURNISHED BY RO MEMBRANE SUPPLIER FURNISHED BY UV SYSTEM SUPPLIER FURNISHED BY TURBINE MANUFACTURER N-01 EXP _____ _ DATE OPERATOR INACCESSIBLE EB 3 3 -DESCRIPTION DEVICES 1 4 4 -DESCRIPTION 2 5 -DESCRIPTION 5 DISC -DISCONNECT OL OVERLOAD RELAY 8...... n D O 8 8 0 8 e ~~~L:~~t~~UMENT □ D TRANSMITTER ~---------------------------------------'---------------------'I REQ~ ___________ ......_ ______ _._ ________ _.. ___ .._ _____________ ......_ _____ ,__ ___________ __, IN~ t. 3(1-2/tr, / DATE ~ Underground Service Aler\ VERIFY SCALES w oFEss w z .a BAR IS ONE INCH ON (9 z Call: TOLL FREE ORIGINAL DRAWING w w 0 1" z .06/ 1-800-227-2600 ~ ~ IF NOT ONE INCH ON 0 TR ~ 1WO WORKING DAYS BEFORE YOU DIG THIS SHEET, ADJUST 0 SCALES ACCORDINGLY "Carollo PCHF AT THEMAERKLE RESERVOIR OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL AP_;:~~~~ WILUAM-LeLUMMER ~~~~~-~~~~-~;~7J~~L,.__0~s.-t~~-~-1~~~$ZZ,,=-==-~-0¢~1a ENGINEERING MANAGER PE 28176 EXPIRES 3/31 14 DA ft OWN BY: VCP CHKD BY: ~J"=M'=-J_ RVWD BY: JGB PROJECT NO. 5025 I DRAWING NO. 477-2 PROJECT NO. 8362A10 FILE NAME: 8362A 10-01-N-01.dgn --------------- Vl :;;- (1) (1) rl- N N 0 -,., .J;::,, N 0 ~ G) .J;::,, -..J -..J I N : I AUX1 INSTRUMENT FUNCTION MEASURED VARIABLE A ANALYSIS B BURNER FLAME C CONDUCTIVITY D DENSITY E F FLOW FF FLOW RATIO G GAUGING (DIMENSION) H HAND(MANUAL)' CURRENT J POWER K TIME L LEVEL M MOISTURE OR HUMIDITY N EMERGENCY SHUTDOWN 0 p PRESSURE OR VACUUM PD DIFFERENTIAL PRESSURE Q QUANTITY R RADIOACTIVITY s SPEED T TEMPERATURE TD DIFFERENTIAL TEMPERATURE u MUL TIVARIABLE V VISCOSITY w WEIGHT X UNCLASSIFIED xv VIBRATION y STATUS**" z POSITION f-z w ., w ..., w AE BE CE DE FE LE ME PE QE SE TE VE WE XE XVE ZE AT BT CT DT FT IT LT MT PT PDT QT ST TT TDT VT WT XT XVT ZT • REFER TO OPERATOR PILOT DEVICE LEGEND 0: w I= :1 "' z ~ f- (!) z 5 i5 z AIT BIT CIT DIT FIT IIT LIT MIT PIT PDIT QIT SIT TIT TDIT VIT WIT XIT ZIT AY BY CY DY FY FFY IY KY LY MY PY PDY QY SY TY TDY VY WY XY XVY ZY 0: § i5 z Al Bl Cl DI Fl FFI II Kl LI Ml PDI QI SI Tl TDI UI VI WI XI XVI YI*** ZI INSTRUMENT TAG IDENTIFICATION LETTERS 0: w ~ 8 w 0: AR BR CR DR FR IR KR LR MR PR PDR QR SR TR TDR UR VR WR XR XVR 0: w ..., ..., ~ z 8 AC BC cc DC FC FFC HC IC KC LC MC PC PDC SC TC TDC UC vc XC 0: w :::j ~ 8 (!) z ~ i5 z AIC BIC CIC DIC FIC 0: w ..., ..., i 0 (.) (!) z i5 0: 8 ~ ARC BRC CRC DRC FRC AS BS cs DS g ..., g ..., :,:: {.) f-~ ASLL BSLL CSLL DSLL ASL BSL CSL DSL ASH BSH CSH DSH :,:: (!) :,:: :,:: (!) :,:: :,:: ~ ~ ASHH BSHH CSHH DSHH z 0 ~ ~;;: en o ., ..., 0:,:: (.) (!) :,:: 'i: g ~ ASHL CSHL DSHL z 0 ~ AALL BALL CALL DALL AAL AAH BAL BAH CAL CAH DAL DAH :,:: (!) :,:: :,:: (!) 'i: ~ ~ AAHH BAHH CAHH DAHH 0: 0 ~ 0: (.) w -f-0 f-~ :1 w "' N z :J~ ;:: f- 8 f-:,:: (!) :J AL BL CL DL FS FSLL FSL FSH FSHH FSHL FALL FAL FAH FAHH FQI FCV FG FL (!) z ~ "' 0 w if "' -·1----t---+---+---+----+----+---+---+----+----+----+---+---+---+----+----+-----j FFIC FFS FFL HS' HA" HV HL HSS IRC IS ISLL ISL ISH ISHH IALL IAL IAH IAHH IL KIC KRC KS KSLL KSL KSH KSHH KALL KAL KAH KAHH KV KL LIC LRC LS LSLL LSL LSH LSHH LSHL LALL LAL LAH LAHH LCV LG LL MIC MRC MS MSLL MSL MSH MSHH MALL MAL MAH MAHH ML PIC PRC PS'""'*" PSLL PSL PSH PSHH PSHL PALL PAL PAH PAHH PCV PL PDIC PDRC PDS PDSLL PDSL POSH PDSHH PDALL PDAL PDAH PDAHH PDCV PDL QS QSLL QSL QSH QSHH QALL QAL QAH QAHH SIC SRC ss SSLL SSL SSH SSHH SALL SAL SAH SAHH TIC TRC TS TSLL TSL TSH TSHH TSHL TALL TAL TAH TAHH TCV TL TDIC TDRC TDS TDSLL TDSL TOSH TDSHH TDALL TDAL TDAH TDAHH TDCV TDL UIC URC us UL VIC VRC vs VSLL VSL VSH VSHH VALL VAL VAH VAHH VL WS WSLL WSL WSH WSHH WALL WAL WAH WAHH XIC XRC XS XSLL XSL XSH XSHH XALL XAL XAH XAHH XCV XG XL xvs XVSH XVSHH XVAH XVAHH XVL YL ZS*" zv ZL** •••• COULD ALSO BE PIS -FOR PRESSURE INDICATING SWITCH •• LETTER INDICATES POSITION (O=OPEN, C=CLOSED, R=RAISE, L=LOWER, ETC) ••• Pl# # = 1,2,3 ETC. AND REPRESENTS A UNIQUE IDENTIFIER AND IS APPLICABLE TO ALL ITEMS IN THE TABLE ABOVE PILOT DEVICE FUNCTION DEVICE TYPE PILOT DEVICE TAG (HAND SWITCHES) SCADA/HMI TAG (HAND ACTION) 6'.' 0 ~ w s ~ ,L IL ; 0 ..., HSA' HAA HSB HSC HSD HAB HAC HAD • HSA# # = 1, 2, 3 ETC. AND REPRESENTS A UNIQUE IDENTIFIER 1/0 TYPE DESIGNATIONS 0 £ z ~ IL 0 HSE HAE OPERATOR PILOT DEVICE LEGEND '.::i' w !!,, t; w i:d II) HSF HAF ~ w "' 0 ..., (.) d. ~ z w [L 0 HSG HAG {.) I 0 2-w g y 0 ..., 0 I :z w [L 0 (!) 0 -, HSH HAH HSI HAI ~ in 0 z ;:: ~ W· ..., HSJ HAJ G' -, 0 2- llj d (!) 0 7 z w [L 0 (!) 0 -, HSK HAK :::;- 0 ..., £ w z :J IL IL 0 u'.i z :J z 0 HSL HAL HSM HAM INSTRUMENT TYPE DESIGNATIONS HSN HAN ~ w "' g y z w [L 0 HSO HAO s 0 6 ,z ~Q ::i !:: IL <I) IL Z 0~ 0 f- Z w z ..., IL u. 0 HSP HAP I (!) I ~ HSQ HAQ HSR HAR RUNNING MSC VALVE CLOSE AM AMMONIA 03 OZONE SC STREAMING CURRENT APH A PHASE c 0. !!,, 0 w w CL "' HSS HAS HST HAT 6'.' ~ w f-0 :;; w 0: d. 8 "I ~ g HSU HAU "' I HSV HAV HSW HSX HAW HAX z 0 ~ w ..., w II) HSY HAY SPECIFIC ABBREVIATIONS MWH MOTOR WINDING HEATER ,::' 0 CL iii ~ z 0 .=: <ii 0 CL HSZ HAZ AUX2 FAILED/FAULT MSF MOTOR START FORWARD CAP CAPACITANCE ORP OXIDATION REDUCTION POTENTIAL SH SODIUM HYPOCHLORITE BPH B PHASE SSG SECONDARY SWITCHGEAR AUXF1 RUNNING FORWARD MSH MOTOR START HIGH CG COMBUSTIBLE GAS p PRESSURE TDR TIME DOMAIN REFLECTOMETRY BRB BEARING BOTTOM sv· SOLENOID VALVE AUXH1 RUNNING HIGH MSL MOTOR START LOW CL CHLORINE P-SUB PRESSURE SUBMERSIBLE TH THERMAL BRT BEARING TOP SPD SURGE PROTECTIVE DEVICE AUXL 1 RUNNING LOW MSM VALVE MODULATE COND CONDUCTIVITY PC PARTICLE COUNTER TSS TOTAL SUSPENDED SOLIDS BTFLY BUTTERFLY UPS UN INTERRUPTIBLE POWER SUPPLY AUXR1 RUNNING REVERSE MSO VALVE OPEN DO DISSOLVED OXYGEN PO PHOSPHOROUS TURB TURBIDITY CPH C PHASE YR STATUS REMOTE AUX3 RUN LATCH MSP MOTOR STOP FMCW FREQ, MODULATED CONT, WAVE PTOF PULSE TIME OF FLIGHT us ULTRASONIC cc· CALIBRATION COLUMN•= 1, 2, 3, ETC, Y1 STATUS RUNNING INSTRUMENT LINE SYMBOLS INSTRUMENT OR CONNECTION TO PROCESS PNEUMATIC SYMBOL ELECTRIC SYMBOL HYDRAULIC SYMBOL CAPILLARY TUBE -L-L-L-L-L- ., .. ELECTROMAGNETIC OR SONIC SIGNAL _ _ _ _ _ (GUIDED) -----~--~ ELECTROMAGNETIC OR SONIC SIGNAL (NOT GUIDED) INTERNAL SYSTEM LINK (SOFTWARE OR DATA LINK) COPPER ETHERNET FIBER OPTIC ETHERNET WIRELESS ETHERNET PROFIBUS DP PROFIBUS PA DEVICENET FOUNDATION FIELDBUS -0--0--0-- -c-c-c-c-c- --F--F--- --w--w--- -PBD PBD -PBA -PBA -- -DN -DN -ON-DN-DN- -FF-FF-FF-FF-FF- PROCESS LINE SYMBOLS PRIMARY PROCESS FLOW IN PIPE SECONDARY PROCESS FLOW IN PIPE PRIMARY PROCESS FLOW IN CHANNEL SECONDARY PROCESS FLOW IN CHANNEL DESIGNATIONS FUTURE EQUIPMENT ENCLOSURE OR S>SS <"< ,, ,, ,,, c' ,•; ,,; ' o>o<' FUTURE-+; , '"'" ,,,,, """ ---------- EXISTING ADDITION OR NEW THIS CONSTRUCTION EXISTING MISCELLANEOUS P&ID SYMBOLS CHEMICAL INJECTION POINT PIPE CALLOUT UNIQUE IDENTIFIER <~ __ c_H_E_M_1c_A_L_~I SHEET NO. I PIPE SIZE I -■■-■■- OR N-02 CONTINUATION TAG 'A )3 /c "AS BUILT" CONTINUATION/ FROM SHEET CONTINUATION TO SHEET ::-~~,~ s-~ SVC SOLENOID VALVE CLOSE MSR MOTOR START REVERSE HSF FLUORIDE R/I RESISTANCE TO CURRENT UVI UV INTENSITY HTR HEATER Y2 ALARM FAILED/FAULT REV~I .•, D r--e:=:. -::=;,-.., SVO SOLENOIDVALVEOPEN MST MOTORSTART IS INTRINSICSAFETYBARRIER ROT ROTAMETER UVT UVTRANSMITTANCE HTU HEATTRACEUNIT Y3 STATUSEMERGENCYSIDE ~~ > 8/22/(t,, INS R 'DATE 1---M_S_+-R_U_N _______ --+-_s_s_+-s_P_E_E_D_S_IG_N_A_L ___ __, I--L_E_L_+-LO_W_E_R_EX_P_L_o_s_1v_E_L_IM_I_T __ --+_R_T_D_+-R_E_S_IS_T_A_N_C_E_T_E_M_P_D_E_T_E_C_TO_R __ -+-_V_A_Cl--f--v_A_C_U_U~M---------< • CC# AND SV# # = 1, 2, 3 ETC, AND REPRESENTS A UNIQUE IDENTIFIER r----,---,------'---------------,----,-----,----,----,------'-"-'-.::.:..C=='-----------==----1 PROJECT NO. 8362A10 FILE NAME. 8362A10-01-N-02.dgn MAG MAGNETIC t----+---+------------+---+---t----t----l ~ CITY OF CARLSBAD ~ ~~~;::;=.;;~;:;:;::;E::;N~G~IN=E;:::E:;R:=IN:=.G~D;EP:=.A:=R:=T;:::M=E::;N:;:T;;:=.:=.::;~';:~;==~ f----+-~-+-------------------+---+---+---+---l IMPROVEMENT /'LANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT ill ~1<0,Ess,:114 Underground Service Alert a 4J' :-s" e,, BR; <_,., m & 5?~ 0,,, 11 Call: TOLL FREE w LL.I aA,N}"ET 6 ~ M ~ ,,,.06/30/13 * ~ 1-800-227-2600 ii .J:,;,,/'lf:CTR\C'i'J: #;,.. ~ ~ <' OF CAL1' o TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DATE INITIAL ENGINEER Of WORK SYMBOLS AND ABBREVIATIONS -II PCHF AT THE MAERKLE RESERVOIR APPROVED WILL~A. PLUMMER ./. /4?/,(/4, t • . 'rtr: .,_... r.a?/o/,a ENGINEERING MANAGhE 28176 EXPIRES 3/31/14 ~ DATE DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Vl. 0 -:J" ([) -~ ~ G) N W.i:::,. 0 -...J -+, -.J .i:::,• NN ) ? ~ ~ ~ T y y y DIAPHRAGM ELECTRIC DISCRETE ELECTRIC MODULATING ELECTRIC HYDRAULIC HAND HYDRAULIC PNEUMATIC SOLENOID CHECK VALVES ~ --{){)t--BACK FLOW PREVENTOR ~ --#f--BALL -DIAPHRAGM --17\r-CHECK -t<~f--DOUBLE FLAP ~ ➔ f--FLAPPER ---[>t--SPRING LOADED GENERAL -~ ""[>t---SPRING LOADED SWING -~'f--SWING PROJECT NO. 8362A10 ACTUATORS L-L-L_, I L-,, I , , I I J_ -, I I I I l L-L-L-1 I HYDRAULIC , VT" I MODULATING I L-L-L-L_J ~ ~ L -;::§:~::::::::::::;;:=:::::::::::::::;;:::::(j] PNEUMATIC ~-__,J X I SINGLE SOLENOID T I OPEN/CLOSE s I PNEUMATIC ►-,rt-----H--;;;:::c:'.:::j:3=:;z::=;:;::=::;;:=::;~0,e I SINGLE SOLENOID I w/ SPEED CONTROL 1---, l><J L -\1{:; ,. T,k;:J---H--\H',.-,+, J_, ~-~----" n 1· _'__ VI ~ ' ' ' ' y 1 I 6--;:::(~z::=::;;::=::;';::=:::Z:::(j] PNEUMATIC I I DUAL SOLENOID OPEN/CLOSE ~f.- - I X --;=:fil)::::;;:==:z::=::::z==::;qj] PNEUMATIC · I DUAL SOLENOID -7 OPEN/HOLD/CLOSE s PRESSURE VALVES ~ BACKPRESSURE REGULATING SELF CONTAINED ~ BACKPRESSURE REGULATING EXTERNAL TAP -t¼-PRESSURE REDUCING SELF CONTAINED -c%L PRESSURE REDUCING EXTERNAL PRESSURE TAP -t¾-REGULATING PRESSURE RELIEF VACUUM RELIEF FILE NAME: 8362A10-01-N-03.dgn ~ 3-WAY ~ 3-WAY PLUG + 4-WAY q AIR-RELIEF ~ ANGLE -[}-BALL -g-BALL V-NOTCH ---f"1--BUTTERFLY -& BUTTERFLY- BURIED VALVE BOX -iOf-CONE r--. -{7'7---DIAPHRAGM s r----I J ,TA fu Ee I . ' V ____ j I PNEUMATIC p DUAL SOLENOID :.T--i\l S:! I OPEN/CLOSE w/ SPEED CONTROL " ~--~ij .... . 0Y\_I_Y_--J-H.I/P-~-.. . V , • f:rlc--H----h~rfi PNEUMATIC ~ I MODULATING s I ~ ~ V ' ____ J I PNEUMATIC ►,'t---H--;;;::"~@=:;z::==;:;::=::;:;::=~0 MODULATING ., P OPEN/CLOSE I w/ SPEED CONTROL s VALVES GATE --0-GATE- BURIED VALVE BOX ---c-:J--GLOBE 6 HOSE MUD + NEEDLE -{;f}-PINCH -K>I- -0- 1•1 PLUG ECCENTRIC PLUG ECCENTRIC w-VALVE BOX PLUG ECCENTRIC LUBRICATED PLUG ECCENTRIC LUBRICATED BURIED VALVE BOX -pf-PLUG CONCENTRIC -@-PLUG CONCENTRIC -BURIED VALVE BOX -iTf-PLUG CONCENTRIC LUBRICATED PLUG CONCENTRIC --8---LUBRICATED BURIED VALVE BOX --H-PUMP DISCHARGE ~ TELESCOPING Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BffORE YOU DIG PIPING -] -cJ- -D- y -0- -{J- -WI:- -0- D-v\JV'-11 --{]- AIR GAP BLIND FLANGE CAPPED OR PLUGGED CONCENTRIC INCREASER CONCENTRIC REDUCER DRAIN ECCENTRIC INCREASER ECCENTRIC REDUCER EXPANSION COUPLING EXPANSION JOINT VIBRATION CENTER FLEXIBLE CONNECTION QUICK DISCONNECT VALVE DESIGNATIONS NO NORMALLY OPEN NC NORMALLY CLOSED FO FAIL OPEN FC FAIL CLOSE FLP FAIL LAST POSITION VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY -,if-- u ~ I 4 a $ -tcJ .-',- '7 ' q, -- ~ -<I>- UNION 0 ~ u b 0 ~ -b- & AIR DAMPER AIR/CHEMICAL DIFFUSER ANNULAR SEAL BASKET STRAINER t] BLOW-OFF SILENCER CALIBRATION COLUMN COALESCER DESICCANT DRYER DIAPHRAGM SEAL EDUCTOR/EJECTOR EYEWASH EXHAUST FAN FILTER carol/a AIR DRIVEN CENTRIFUGAL CHEMICAL FEED DIAPHRAM DIAPHRAGM GEAR PERISTALTIC OR HOSE PISTON PROGRESSIVE CAVITY T l~)~)~~~I ~ ~ ~ ~ ~ PUMPS SUBMERSIBLE r= --D VERTICAL ,= ~ . F TURBINE (= ;= ~ -·v~ ~ ill r F' F VERTICAL CHOPPER I= -- FILTER SEPARATOR FINE FILTER FIRE ALARM/SENSOR FLAME ARRESTER FLAME ARRESTER w/THERMALLY OPERATED VALVE FLOW CONDITIONER GAS CANNON GRINDER HEAT EXCHANGER HOIST HORIZONTAL MIXER MISC -[ HOSE CONNECTION INLET STRAINER ~xxxx~ INLINE STk,TIC MIXER -i If- mfJ -:::: ~ OR u f- -~ f- 9 ¢ ~ MATERIALjCHANGE MIXER MOTOR NOZZLE ORIFICE RESTRICTION PERISTALTIC COMPOSITE SAMPLER PULSATION DAMPENER REFRIGERATED DRYER RUPTURE DISK SAMPLE PORT BLOWERS/COMPRESSORS CENTRIFUGAL SINGLE STAGE BLOWER CENTRIFUGAL MULTI STAGE BLOWER RECIPROCATING COMPRESSOR SCREW COMPRESSOR FAN LIQUID RING COMPRESSOR ROTARY LOBE BLOWER -t==f- ® SANITARY SEAL SIGHT TUBE SMOKE DETECTOR STRAINER -MECHANICALLY CLEANED STRAINER WITH BLOW OFF STRAINER WYE TYPE ~ VAPORHEATER VAPORIZER VENT TO ATMOSPHERE N-03 s-¥~ I RCE __ _ EXP.· ----DATE ~ CITY OF CARLSBAD 1----+--~-t---------~---------+----+----1----1------, ~ ENGINEERING DEPARTMENT f---+----t-----------------~-+----+----1----t-------, IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT SYMBOLS AND ABBREVIATIONS -Ill PCHF AT THE MAERKLE RESERVOIR APPRO)!E..Q.,.,. IWILL/A~jLU. MMER ~ 7' ~«-r:, ...,..c: a?\~1 ENGINEERING MANAGER4¥28176 EXPIRES J/J1/14DA DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ) J GATES FLUMES FLOW LEVEL TEMPERATURE SIDE VIEW PLAN VIEW ' 0 _j_ -~ 0 TEMPERATURE K FLAP LEOPOLD-LAGCO -©-BATCH 0 BUBBLER 0 w/THERMOWELL 0 [)kl KNIFE {§J PALMER-BOWLUS ~ CORIOLIS I CAPACITANCE I THERMAL BIMETALLIC r ~ IP ~ 1/1 '--------DIFFERENTIAL SLIDE ® SLIDE PARSHALL MAGNETIC PRESSURE THERMOMETER JJ ,,--. 111 8ffi -------- REGULAR ~I~ rT SLUICE ® SLUICE CUTTHROAT ORIFICE ELECTRODE ~ ------- r;i C[J STOP l'J STOP ~ TRAPEZOIDAL -----{fil-PADDLE WHEEL ~ FLOAT l WEIR ~ PITOTTUBE cl INVERTED COLUMN AVERAGING ----5}-PITOTTUBE/ g RADARPTOF ANNUBAR ---§-POSITIVE-f RADAR TDR ' DISPLACEMENT --[]]-PROPELLER-! SUSPENDED/ TURBINE SUBMERSIBLE --0-ROTAMETER 6 ULTRASONIC ~ ~ = [I] THERMAL -EJ-ULTRASONIC DOPPLER ---c}-ULTRA-SONIC TRANSIT TIME PRESSURE/ WEIRS WEIGHT VACUUM ---t:J-. V-CONE f + ~ RECTANGULAR ---{::}---VENTURI TUBE DIFFERENTIAL HYDRAULIC w/o END CONTRACTIONS OR FLOW NOZZLE --0-VORTEX ~ GAUGE d STRAIN GAUGE t=j{ RECTANGULAR ~ GAUGE w/ END CONTRACTIONS DIFFERENTIAL 1' f y V-NOTCH LINE MOUNTED (TRIANGULAR) Lr MANOMETER lt=jf ~ TRAPEZOIDAL PRESSURE (CIPOLLETTI) LEAD LINE 9 PRESSURE SWITCH ~ Underground Service Alert w ?1'-0fESSt~ w z 4!,"' ~ G. Bl/ I <~ 5 z /;;OJ J'~ 1,. Call: TOLL FREE w c3 ~ I""'-w Lu N. 6 ~ C') ~ ,.,. 06/30/13 * ~ 1-800-227-2600 .... a C') ~ J';-<'ifCT~\C,~ ~'!' 0 i3 Lil w '1~ c OF CAI.I' TWO WORKING DAYS BEFORE YOU DIG 1i 0 PROJECT NO. 8362A10 FILE NAME: 8362A10-01-N-04.dgn VERIFY SCALES BAR IS ONE INCH ON caro'lo ORIGINAL DRAWING 0 1" . ' J§i:f_ ++ ,.. .• ww; !Uilf ·. . -;y7 l2r . · . .' · IF NOT ONE INCH ON DATE INITIAL DATE INITIAL DATE INITIAL THIS SHEET, ADJUST REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL SCALES ACCORDINGLY N-04 "AS BUil T" I ~✓~-« _s;-/~/~• RCE EXP DATE RE;iQ~>z 8{._22Lfb IN TOR DATE ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 5 IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT SYMBOLS AND ABBREVIATIONS-IV PCHF AT THE MAERKLE RESERVOIR APP~E~ W/LLl~LUMM[R ',¼ ~ -r ✓ • H .. -----a5; ~al ENGINEERING MANAGER PE 28176 EXPIRES 3/31/14 ~DAE . I I DRAWING NO. OWN BY: VCP PROJECT NO. JMJ CHKD BY: 5025 RVWD BY: JGB 477-2 . . - - . •. V'l 0 l~ ~ G) N u, .p. 0 -..J ...,., "-.I .p. ' NN I ' N .!! -g ~ @ ~ <I) ~ I ..., w z < g 0.. ..., 0 0 ..., 0:: 0.. I-z 0 r-0 -w 0 if. <I) 0:: w ~S:? E; Cu 0:: 0 0 ..., ~i wz 0.. 0 I I I I I I I I I 00 , __ ,_,_, __ ,_,_,_,_,J,_,_,_,_,_,_,_ w 0 0:: 5 <I) 0:: ~ I I I I LlLlT~ovAc-1P : ~L-PCHF : ,_,_,_,_,_ ~·-·-·-·-·~·-·-·-·-·-·-·-L ____ ~ ,~ _.L / FE ) 1~ 30" _ ,_,_,_,_,_,_,_ 4 111 • -f 7 I I I I I I I I I _,_! _ I I I I I I I I I --1 12" STATUS ®RUNNING { I I I STATUS @EME:RGENCY SIDE BFV FBTM 101 @ NUM A PH 1 GEN I CRNT FE-101 FLOW ME:TER 0-5,000 GPM PE-101 ~ PRESSURE TRANSMITTER p 0-300 PSIG SV-101 BUTTERFLY VALVE HTG-101 TURBINE REFER TO O&M MANUAL PROJECT NO. 8362A10 FILE NAME: 8362A10-01-N-05.dwg Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE Y()J DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 ~.iiil.""!"iiiiiil 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY @ NUM B PH 1 NUM DMND CRNT /J2\ VAR ~ I I 12" I I carol/a PE-110 PRESSURE TRANSMITTER ~ 0-100 PSIG ~ STATUS ALARM @EMERGENCY SIDE @INTRUSION KEYNOTES 0 0 0 0 REFER SPECIFICATION 17101 FOR CONTROLS. USE EXISTING SPARE DISCRETE INPUT AT EXISTING CP-1. EXISTING ATS AT EXISTING PUMP STATION BUILDING. ADDITIVE ALTERNATE BID NO. 1. THE ASSOCIATE 1/0 POINTS AND PROGRAMMING SHALL BE PART OF ADDITIVE ALTERNATE BID NO. 1. -1_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_, /s' PRESSURE TRANSMITTER MODEL 'V NUMBER VEGABAR 14 BY VEGA. NO EQUAL. TO EXISTING 10 MG MAERKLE RESERVOIR ~--1' 42" MD I.. -'~----r'--'------_,, TO EXISTING 200 MG MAERKLE DAM STORAGE RESERVOIR 10"HE I.. ~-r c_c_ ____ __,. N-05 "AS BUILT" ~le~ DATE ~~~ INSPECTOR 3/z."2 / lb DATE 1----+---+-------------+---+---1----+-----< ~ ci1x1N£!G ~E¾A~k~~AD m 1----1----+-----------------1----+---+---+----1 IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT TURBINE P&ID PCHF AT THE MAERKLE RESERVOIR APPROVED WILLIAM £. PLUMMER 1----t-----+-----------------1----+---+---+----1 ENGINEERING MANAGER PE 28176 EXPIRES 3131/14 DATE □ATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION □ATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: CR I PROJECT NO. I DRAWING NO. CHKD BY: JMJ 5025 477 2 RVWD BY: JGB - PROJECT NO. 8362A10 )20A 1P H1 ) 15A 1P 1 DUPLEX RECEPTACLE .l.....-[[]01--i-l ETHERNET SWITCH + + 120 VAC (L-PCHF) = 0 = UNINTERRUPTIBLE POWER SUPPLY DC POWER SUPPLY 24VDC RADIO 0 1 -0 I ,,_______, SNAP PACKS-SERIES ETHERNETI/P 0 RTU-1 PANEL POWER WIRING SCHEMATIC SCALE: NOT TO SCALE FILE: 8362A 1 O-OO-N-401 NOTE: REFER TO O&M MANUAL FOR DETAILS FILE NAME: 8362A10-01-N-06.dgn 2 li"derground Service Aler I Cull IOll FIIE I -800-227-161!(1 HiO WORKlf-lG DAYS OEFORF YOU DIC ~ --RTU PANEL EQUIPMENT SCHEDULE ITEMT DESCRIPTION -!M~NUFACTURER; CAT AL~~ NO.~N~EQUA~ f---- CD ENCLOSURE ----------- -36"x30"x12"D, NEMA 4X 316SS HOFFMAN A36H3012SS6LP ~ ® INTERIOR BA f------------ © SWING-OUT I ~--- CK PANEL -STEEL HOFFMAN A-36P30 PANEL 36"x30" HOFFMAN CSPB3630 -_···· -j 0 PLC WITH IN PUT/OUTPUT MODULES AS REQUIRED OPT022, SNAP PACKS-SERIES CONTROLLERS f------------- © RADI0-900M Hz, MOUNTED HORIZONTALLY ON VENDOR SHELF UBIQUITI NETWORKS, POWERBRIDGE M365 f------- © 24VDC POWE R SUPPLY, 2.5 AMPS OPTO 22, M4PS120A -+------- (J) 5-PORTFAST ETHERNET SWITCH, MANAGED, DIN-RAIL MOUNTE UBIQUITI NETWORKS, TS-5-POE ---- ® UNINTERRUP TIBLE POWER SUPPLY, 350 WATTS ® FIELDWIRIN G TERMINAL BLOCKS (QUANTITY AS REQUIRED) r f----------- PLASTIC WIREWAY 2"x2" (TYPICAL) @ END CAP VENDOR SUPPLIED VENTS ON BOTH SIDES OF ENCLOSURE @ ~NDUS~RIAL GRADE_i:UPLEX RECEPTAC_L_E ___ _ I --® __ I 20A, 1-POLE CIRCUIT BREAKER RATED FOR 120VAC ---~ --___J 2 14 14 2 5 7 INTERIOR VIEW 2 RTU-1 PANEL LAYOUT SCALE: NOT TO SCALE FILE: 8362A10-00-N-402 f----+---I KEYNOTES: /;',-CONNECT TO GROUND BUS INSTALLED IN PANEL PER "-1/ EG205/TYP. GROUND BUS SHALL BE CONNECTED TO 0 GROUND ROD. NOT ALL REQUIRED DEVICES ARE SHOWN; REFER TO DIV. 17 FOR ADDITIONAL REQUIREMENTS. i N-06 "AS B VILT" -;a--,~~.g fk,tc 7 7 I ( RCE __ _ EXP. ___ _ DATE l~CTOR 3/z..2-/f6 / DATE fsHE:uliCl:TY OF CARLSBADIISHEETSI ===== L 27 _J I __ --ENGINEERING DEPARTMENT'_'--_'-'_ I 42 f------,---+-----j __ __, IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATERDISTRICT- PAN EL DETAIL L +-----------j VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 -----1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY carol/a -r -I - /--±------. -------- DATE INITIAL ENGINEER OF WORK! REVISION DESCRIPTION ' DATE INITIAL OTHER APPROVAL PCHF AT THE MAERKLE RESER.=~=O=IR===·--_1 f-----l p.r,PROVED ---WILLIAM E. PLUMMER -· --j IENGlf!E[Rl~NAGER PE 281]6 EXPIRES 3/31/14 DATE ---- DATE INITIAL CITY APPROVAL l~~~gBi~~ ~r ~1 p5025° 1147W7G N21 ! I i ' , I " '/,' /, u !i ,, I i l ~ Cl LU ~ CURB OR CURB AND --~ GUTTER WHERE INDICATED ON THE DRAWINGS tB FINISH GRADE 1/4"RALL-~ EDGES (TYP) MATCH SIDEWALK JOINTS 4" UNO 1" (TYP) 6 X 6 -Wl.4 X Wl.4 CENTERED 0 z :::, C) TYPICAL SECTION FINISH FLOOR WALL--< FLUSH WITH FINISH FLOOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS • SLOPE 114"IFT 4" 3/8" EXPANSION JOINT C) SECTION AT BUILDING NOTES: SAME AS WIDTH C) 1/4" R TOOLED JOINTS PLAN CURB AS INDICATED ON THE DRAWINGS 4" SLOPE 114"/FT CD SECTION AT CURB 1. EXPANSION JOINTS SHALL BE INSTALLED AT END OF CONCRETE PLACEMENT, AT POINTS OF CURVATURE, AT STRUCTURES, AND AT MAXIMUM DISTANCE NOT TO EXCEED 100 FEET. EXPANSION JOINTS SHALL BE 3/4" THICK. TOOL EDGES TO 114" RADIUS. 2. CONTRACTION JOINTS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 15 FEET. 3. ELEVATIONS SHALL BE AS INDICATED ON THE DRAWINGS. @SIDEWALK T TERMINAL ASSEMBLY. SEE DETAIL BELOW. (TYP 8 PLACES) CONNECT 1 -#10-/------1 XHHW WHITE TEST LEAD WIRE FROM PIPE CONNECT REFERENCE~~ ELECTRODE TEST LEAD WIRE 1 -#10 XHHWYELLOW MICARTA BOARD 114-20 UNC BRASS HEX NUT 114" BRASS WASHER 114-20 UNC BRASS HEX NUT 114" BRASS WASHER 1" I -,- I -$- 1 I -$- 1 1/4-20 UNG x 1-1/4" LONG BRASS ROUND HEAD SLOTTED CAP SCREW NOTE: 6" 4" CL 07131108 I -$---+---+ I I -$---+---+ I 0 1/4" BRASS LOCK WASHER CABLE/WIRE SIZE AND COLOR AS SPECIFIED CRIMP TYPE WIRE CONNECTOR "BURN DY" OR EQUAL. MICARTA BOARD 1/4" BRASS WASHER 1. PROVIDE SUFFICIENT SLACK IN ALL WIRES SO THAT TEST BOARD CAN BE LIFTED 2'-0" OUT OF TEST BOX. D020 TEST BOARD FOR TYPE "T" TEST STATION TYP 08101105 ~ PROJECT NO. 8362A10 FILE NAME: 8362A10-00-CT-01.dgn -----------' --, FINISH GRADE 1/2" ~-2 x 8 PRESSURE TREATED DOUGLAS FIR HEADER BOARD AT STRAIGHT EDGES AND LARGE RADIUS. FOR SMALLER RADIUS, USE 2 - 1 x 8 PRESSURE TREATED DOUGLAS FIR HEADER BOARDS. AC PAVING COMPACTED ABC 518"0 x 1'-6" STEEL GRADE STAKES @6'-0" OC 0 WOOD HEADER T 08/01/05 1/2"0 HEX HEAD BOLT LOCKWASHER 3/4"0 x 1 1/2" LONG COUPLING NUT INSTALLED BY PIPE MFG (TYP) SECTION #2 AWG BONDING CABLE (TYP 2 PLACES) ~f----+-2 318± , , L CL FIELD TOP I I 1',~l -+-----~---~--1--1, t51~-~-. RING TYPE COMPRESSION TERMINALS PLAN BELL AND SPIGOT RUBBER GASKET JOINT 2 -#2 AWG COPPER BONDING CABLES PER PIPE JOINT OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION (TYP) COVER CONNECTIONS WITH GROUT IN FIELD TEST WIRES OR CABLES AS REQUIRED. SIZE AND TYPE AS SPECIFIED ELSEWHERE. TEST WIRES OR CABLES AS REQUIRED. SIZE AND TYPE AS SPECIFIED ELSEWHERE. ~ D030 PIPE JOINT BONDING AND TEST LEAD TYP CONNECTIONS FOR CCP SHEET 1 OF 2 Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 08101105 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY --------------------- TOP OF COVER TO BE IMPRINTED -~ WITH LOGO "CP TEST' FINISH GRADE SET BOX IN 6" -~ MINIMUM PEA GRAVEL 2 -#10 AWG COPPER TEST LEAD WIRES WITH BLACKXHHW INSULATION FROM PIPELINE REFERENCE ELECTRODE. LOCATE 12" MAX FROM OUTSIDE EDGE OF PIPELINE. PROVIDE 12" MINIMUM SLACK IN LOOPS IN WIRES NOTE: ! D020 TEST BOARD TYP ASSEMBLY ">1/,~'X/»7'-" x/· SERVICE BOX 1'-2" x 1 '-2" x 12" DEEP WITH OPEN BASE AND HEAVY DUTY STEEL COVER OR CAST IRON COVER 2" DIA x 3'-0" LONG SCH 40 PVC PIPE PROVIDE 12" MINIMUM SLACK IN LOOPS IN WIRES 2 -#10 AWG COPPER TEST LEAD WIRES WITH WHITE XHHW INSULATION FROM PIPELINE --------1 -#10 AWG COPPER TEST LEAD WIRE WITH YELLOW XHHW INSULATION FROM REFERENCE ELECTRODE PROV/OE 12" MINIMUM SLACK IN LOOPS IN WIRES INSULATED FLANGE OR INSULATING TYPE FLEXIBLE COUPLING ]----PIPELINE CONNECT WIRES TO PIPE IN ACCORDANCE WITH 1. IF ABOVE-GROUND POST MOUNTED TEST STATION IS REQUIRED, SEE~ ~ D002 CORROSION MONITORING TEST STATION -TYPE "I" TYP TEST WIRES OR CABLES AS REQUIRED. SIZE AND TYPE AS SPECIFIED ELSEWHERE. SECTION 08/01/05 / COVER CONNECT.IONS WITH GROUT IN FIELD AFTER INSTALLATION -+-------l-2 318"± ' ' CL FIELD TOP I I ' ' ---------+---+--- RING TYPE COMPRESSION TERMINALS ' ' I I PLAN FIELD WELDED JOINTS TEST WIRES OR CABLES AS REQUIRED. SIZE AND TYPE AS SPECIFIED ELSEWHERE .. D030 PIPE JOINT BONDING AND TEST LEAD TYP CONNECTIONS FOR CCP SHEET2 OF 2 08101105 4 x 4 x 6'-0" LONG PRESSURE TREATED CEDAR OR REDWOOD POST CAST ALUMINUM OR LEXAN PLASTIC TEST STATION WITH COVER AND 8 TERMINAL BOARD 2" GALVANIZED STEEL CONDUIT 2 -HOLE TYPE GALVANIZED STEEL CONDUIT STRAP EVERY 2 FEET (TYP) ---~ 1'-6" x 1'-6" CONCRETE PAD FINISH GRADE COAT POST WITH COAL TAR EPOXY TO 4" ABOVE TOP OF CONCRETE PAD SIDE VIEW 1/2" CUT TOP OF POST AT 45° ANGLE AND COAT WITH TWO COATS OF COAL TAR EPOXY PLASTIC CONDUIT BUSHING TEST CABLES TO PIPLINE(S) AND OTHER STRUCTURES AS l's~QUIRED. SEE CtW TYP p @ABOVE-GROUND TEST STATION 08101105 CT-01 "AS BU I LT" ~~4 $A/z6 RCE __ _ EXP,--~-DATE INSPECTOR 1----+-----1---------+---+-----+--e-----1 ~ Cl TY OF CARLSBAD ~ :;~:;;;:::;::;~;;;c;=.::E::;N~G::I N:::::E;=E::;R::I N;G:::;:D;=EP:=A::R;=T::M=E=N;::T;;:::::;::~';:~:::::====:::::::: i-----,------1-----------------+---+------1----t---l IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CIVIL AND CORROSION TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APP.RO.),V.i;9 ~/ . WIL. LIA!.1_.£..,!LUMMER ./41/'~ -r:: 'hf'at,.,..,,...,_ os;Jo/p ENGINEERING MANAGER PE 28176 EXPIRES J/31 14 DATE DWN BY: PS PROJECT NO, I DRAWING NO. CHKD BY: LJE 5025 477 2 RVWD BY: LJE ~-------~ ~--=--~ \ ------- Vl 0 l~ ~ G) N 00 .i:,. 0 '-I -+, '-I .j:::, I NN ~ 0 ~ ~ NOTES: BONDING CABLES OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION. SEE NOTE 1. SEE TABLE FOR CABLE SIZE. 6" (TYP) SEE NOTE 3 BELL AND SPIGOT RUBBER GASKET JOINT BONDING CABLES OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION. SEE NOTE 1. SEE TABLE FOR CABLE SIZE. 6" (TYP) SEE NOTE 3 RESTRAINED JOINT OR EQUIVALENT 1. TWO BONDING CABLES ARE REQUIRED FOR EACH PIPE JOINT. CABLES SHALL BE INSTALLED SEPARATELY, APPROXIMATELY 6" APART ON PIPE. 2. IF TEST CABLES REQUIRED, INSTALL IN SAME MANNER AS BONDING CABLES. 3. BONDING CABLES CONNECTED TO PIPE AND/OR COUPLING PER ~04v. TYP D036 BONDING OF DUCTILE IRON PIPE JOINTS AND TYP FITTINGS SHEET 1 OF 2 08/01/05 PROJECT NO. 8362A10 FILE NAME: 8362A10-00-CT-02.dgn D036 TYP BONDING CABLES OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION. REQUIRED AT 3 PLACES. SEE TABLE FOR CABLE SIZE. SEE NOTE 3 FLEXIBLE COUPLING OR EXPANSION JOINT BONDING CABLE SIZES FOR DUCTILE IRON PIPE PIPE DIAMETER CABLE SIZE 2"T06" #8 AWG/HMWPE B''TO 20" #4 AWG/HMWPE 24" AND LARGER #2 AWG/HMWPE BONDING OF DUCTILE IRON PIPE JOINTS AND FITTINGS SHEET 2 OF 2 Underground Service Alert Call: TOLL FREE 1-800-227-2600 lWO WORKING DAYS BEFORE YOU DIG 08/01/05 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ------------- WELDER HANDLE WELDER COVER WIRE PIPE WELDER BODY MOLD ISOMETRIC INSTALLATION STEPS S ~ 3 = ~ A. FILE CONNECTION AREA (3" x 3") TO BARE SHINY METAL AND CLEAN. B. STRIP INSULATION FROM WIRE. INSTALL COPPER SLEEVE AS REQUIRED. NOTE: C. HOLD WELDER FIRMLY WITH OPENING AWAY FROM FACE AND IGNITE WITH FLINT GUN. WEAR GLOVES TO PROTECT HANDS. D. REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. E. FOR CONNECTION TO MORTAR COATED STEEL PIPE, COVER CONNECTION WITH COAL TAR MASTIC BEFORE REPAIRING MORTAR COATING. F. FOR CONNECTIONS TO DUCTILE IRON PIPE, COVER CONNECTION WITH THERM IT WELD CAP, MAKING CERTAIN THAT ALL COPPER IS COVERED. COAT ENTIRE WELD AREA WITH COAL TAR MASTIC. 1. PLACE METAL DISC IN BOTTOM OF MOLD BEFORE POURING WELDING POWDER INTO MOLD. D040 EXOTHERMIC WELDING PROCEDURES CABLE TO TYP PIPE CONNECTIONS 08/01/05 FULL FLANGE NEOPRENE FACED PHENOLIC TYPE "E" FLANGE GASKET PIPE FLANGE 2 -INSULATING G3 GLASS PHENOLIC WASHERS PER SOLT STEEL BOLT. USE SST IF BURIED. NOTE: 2 -STEEL WASHERS AND NUT PER BOLT. USE SST IF BURIED. 1 -INSULATING MYLAR SLEEVE PER BOLT 1. IF FLANGE IS TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. ~ PIPE FLANGE INSULATION p N 08/01/05 CT-02 "AS BU I LT" ~/' ~ ~ s/4/4~ RCE ___ EXP.----DATE R~~- INS OR CITY OF CARLSBAD m· .. . t---------t-----------t-----~~~-t---------t----t-----+~ 9 2 ENGINEERING DEPARTMENT t----t------1t------------------t----t------lt------l----l ~IM:;P;;R:;O=;VE;:M~E~NT;:P;:!A=N=;S::=:F=:O=;R:::': C~A:=R:::'LS;:B=;A;:D:;=M=UN:;IC:;J;:PA;:L:;W.:=;A:;TE;;R;=D;:JS;;T;:_RJ~C;:T==:::; DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CIVIL AND CORROSION TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR WILLI PLUMMER EN ER PE 28176 EXPIRES 3/31/14 O~~:p ~~~g Bi~: r~\ P5Q2 5°. I 4]W]:_ N2. (/lo l~ ~ G) N i.D .i:,. 0 -..J --..J .j:,, I NN iil -fj <= "' 00 a. ~ 0 LU ~ (/) l-s GROUND WELL AS SPECIFIED / GROUND ROD (LENGTH AND DIAMETER AS SPECIFIED) KEY NOTES: FINISHED GRADE ~ BACKFILL DRAIN ROCK SOIL GROUND GRID CONDUCTOR SIZE AS INDICATED ON DRAWINGS OR IN SPECIFICATIONS. ~ GROUND ROD TO GROUND GRID CROSS CONNECTOR. SIZE FOR ROD V AND CABLE PER CONNECTOR MANUFACTURERS GUIDELINES. EG001 GROUND ROD AND GROUNDWELL TYP COMPRESSION CONNECTION -----s CONDUIT r-----------------------7 I TRANSFORMER-~, GROUND PAD GROUNDING ELECTRODE -1-----.j CONDUCTOR L __ _ I --_I 3'-0" (MIN) KEYNOTES: FINISHED GRADE GROUND GRID CONDUCTOR. SIZE AS INDICATED ON DRAWINGS OR IN SPECIFICATIONS. ~ GROUND GRID CROSS CONNECTOR. SIZE FOR CABLE PER CONECTOR V MANUFACTURERS GUIDELINES. EG101 COPPER GROUNDING CABLE CONNECTION TYP COMPRESSION CONNECTION ----s FIRST DISCONNECTING DEVICE AFTER TRANSFORMER J ,------A PHASE 1---EQUIPMENT FRAME I L _____ _ GROUNDING TYPE BUSHINGS --~ BPHASE '----CPHASE ,___ NEUTRAL BUS f-----+--SYSTEM BONDING JUMPER i.---EQUIPMENT GROUND BUS INTEGRALLY BONDED TO EQUIPMENT FRAME EQUIPMENT BONDING JUMPER PROJECT NO. 8362A10 TO GROUNDING ELECTRODE SYSTEM AS INDICATED ON THE DRAWINGS TO GROUNDING ELECTRODE SYSTEM AS INDICATED ON THE DRAWINGS EG511 TRANSFORMER NON-UTILITY 3-PHASE, 4-WIRE TYP SECONDARY POWER GROUNDING DETAIL -----s FILE NAME: 8362A10-00-ET-01.dgn Underground Service Aler\ Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY STUD MOUNTING OF THE BACK PANEL TO THE BACK WALL OF THE ENCLOSURE BOLT MOUNTING OF AGROUND BUS ORA CHASSIS TO THE BACK PANEL OR STUD MOUNTING OF AGROUND BUS ORA CHASSIS TO THE BACK PANEL BOLT MOUNTING OF AGROUND BUS ORA CHASSIS TO ENCLOSURE WALL USE A WIRE BRUSH TO ----~ REMOVE PAINT FROM THREADS TO ALLOW A GROUND CONNECTION BACK WALL OF ENCLOSURE ~:b'ii------r----1 ' ~· / GROUND BUS OR MOUNTING BRACKET (TYP) STAR WASHER (TYP)~ NUT (TYP) SCRAPE PAINT & USE A STAR WASHER---< COMPRESSION GROUND LUG (TYP) WELDED STUD BOLT TAPPED HOLE SCRAPE PAINT BACK PANEL ENCLOSURE WALL EQUIPMENT ---I GROUNDING CONDUCTOR (TYP) (OUTSIDE) BOLT GROUND CLAMP IN POLE (IF NOT FURNISHED WITH POLE, ROUTE GROUND WIRE OUT HOLE IN BASE AND CONNECT WITH A SERVIT POST TO POLE) ! 3'-0" MIN GROUND GRID CONDUCTOR (SIZE AS INDICATED ON DRAWINGS OR SPECIFICATIONS) EQUIPMENT GROUND FILL CONDUIT WITH DUXSEAL GROUNDING BUSHING GRADE EG205 ENCLOSURE GROUNDING DETAILS EG402 LIGHT POLE GROUNDING TYP INTERIOR TYP ----s ET-01 "AS BU IL T" ~~.~ $1'l~ RCE_ ~--EXP,----6AfE i-----------t--~------~-t------+----+---f------1 ~ CI TY OF CARLSBAD ~ L___.=CJ___J ENGINEERING DEPARTMENT ~ t----+------1-----------------+---+-----1~---l---l ;;;,M;P~RO~V:;E:;:;M;;EN;;T~P~LA:;:;N:;S;:,:F;;O;=R:~C;;;A;RL;S;;BA:;:;D;;=M;;:U;N:;;::IC::;;IP:;;'1;;:=L;W;;:'1T;E;;R;D:;IS:;TR~IC~T;:==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELECTRICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPRP,VE. ~WILLIA~UMMER. . ~~ Z,~r '~" "c: . . ,?,~//? ENGINEERING MANAGER PE 28176 EXPIRES J 31/14DATE DWN BY: VCP PROJECT NO. I DRAWING NO. CHKD BY: JMJ 5025 477 2 RVWD BY: JGB ~-------~~--~-~ ,<.,; '• ,,- J, Vl 0 ::r (D ~ (D ,.... G) w 0 ~ 0 -..J --,, -..J ~ I N N SJ ti C ro i'l. >' a, 0 ~ ~ [ PRECAST CONCRETE TEE ' ❖❖ '" ,❖❖❖❖❖-"-""' ❖-,-❖❖❖❖❖---~-.. u ·~ I PREFORMED EMBEDDED CHANNEL CONCRETE 1 / i PRESTRESSING 1 /STRANDS INSERT (TYP) PREFORMED CHANNEL -/] CONNECT TO EMBEDDED 1 · i CHANNELS ----------------------------------□ □ APPLETON A AHGHANGER~ (OR EQUAL) 3/4" CONDUIT • CONDUIT HANGER (TYP.) APPLETON FHSN HANGER w/SAFETY STRAP (OR EQUAL) ¾"GRC APPLETON FHLF LOOP (OR EQUAL) 11---CHAIN OR ROD KEYNOTES: 0 USE MEYERS HUB IN WET AND/OR CORROSIVE AREAS 0 LENGTH AS REQUIRED FOR IN~ICATED MOUNTING HEIGHT EL207 FLUORESCENT LUMINAIRE TYP MOUNTING BELOW PRECAST TEE NOTES: .....__,, s COVER 2'-0" MINMUM L ~---'----,'--1" 0 0 PVC CONDUIT SPACER 8'-0" MAXIMUM CENTERS RED, TYPE CE CONCRETE #4/0 SDBC GROUND WIRE MINIMUM. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3" (TYP 4 SIDES) 1. DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2. THIS ENCASEMENT ONLY, WHERE SPECIFICALLY INDICATED ON THE DRAWINGS. 3. STAKE DOWN DUCT BANK PRIOR TO POURING CONCRETE TO PREVENT CONDUITS FROM FLOATING. AT A MINIMUM, PROVIDE STAKES ON EACH SIDE OF EVERY CONDUIT SPACER. KEY NOTES: A REFER TO DUCTBANK AND CONDUIT SCHEDULE FOR CONDUIT "-1/ REQUIREMENTS. EM010 UNREINFORCED ENCASEMENT TYP FOR ELECTRICAL CONDUITS ...__,, s PROJECT NO. 8362A10 FILE NAME: 8362A10-00-ET-02.dgn ---------------- NOTES: FINISHED GRADE -zw -..-::a-o oz _, w "'w <J) o'<- <!',._ lo" G., Qj Cf) POLE BASE COVER 0:: _J 0 1" +----J~~:+:=t{:.;,t11=t11c·1 11 I 11 I 0 r a: ;., [-- u. 0:: ~~ _J 0 o-~ .._a. II II I I 11 I II 11 I I . 11 I I I I 11 ,, I I 11 II I I 11 I I 11 II ) I ' I I -,+--J L II \ \ MIN POLE SST ANCHOR BOLTS, NUTS, LOCK WASHERS, AND LEVELING NUTS PER POLE MFR REQMTS MIN 1" NON-SHRINK GROUT ENCASED ELECTRICAL CONDUIT(S) CONDUIT EB a:(/) CLASS"A" CONCRETE COMPACTED SOIL ELEVATION LAP SPLICE SEE []}E) q,-\:.:'.V cJ' ~ ~~ POLE BASE CONG PIER POLE SECTION '" 6-#5 MIN. SEE NOTE 1. #3 SPIRAL MIN. SEE NOTE 1. LAP SPLICE @ TOP SPIRAL. SECTION 1. USE MINIMUM DIMENSIONS AND REINFORCEMENT SHOWN UNLESS OTHERWISE NOTED. e AREA LIGHTING POLE MOUNTING TYP s ffi w z ('.) z w w z J ~ i} "' 1i Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY NOTES: #4/0 SDBC ------<:'v'" GROUND WIRE MIN. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1. DIMENSIONS SHOWN ARE MINIMUM. 2. ADJUST SIZE OF DUCT BANK BASED UPON THESE GUIDELINES AND SPECIFICATION SECTION 16133 TO ACCOMMODATE ACTUAL NUMBER OF CONDUITS WITHIN DUCT BANK. REFER TO DUCT BANK SECTIONS, AND CONDUIT SCHEDULE FOR NUMBER AND SIZE OF CON DU ITS. 3. MAKE PROVISIONS TO PREVENT CONDUIT FLOTATION DURING CONCRETE PLACEMENT & CURING. KEYNOTES: #4 REINFORCING STEEL 12" MAXIMUM ON CENTER AROUND ENTIRE PERIMETER OF DUCT BANK. #4 REINFORCING STEEL STIRRUPS MAXIMUM 24" ON CENTER ALONG LENGTH OF DUCT BANK. MINIMUM OF TWO PRECAST CONCRETE BAR SUPPORTS PLACED AT EACH PVC CONDUIT SPACER ALONG LENGTH OF DUCT BANK. PVC CONDUIT SPACERS ON 8'-0" CENTERS (MAXIMUM) LOCATE 12" FROM STIRRUPS. REFER TO DUCT BANK SECTIONS AND CONDUIT SCHEDULES FOR CONDUIT REQUIREMENTS. EM001 REINFORCED CONCRETE DUCT BANK TYP s FINISHED GRADE (\ ,, 3 24" · BELOW GRADE (MIN)" 12" CLASS CE CONCRETE (RED) l---(5 >-- 5 3.0" (TYP)"'-+--1- 3 1 SDBC GROUND WIRE RCE ___ _ EXP ____ _ ET-02 DATE f---+---+-----------1-----1----1--_____j_____j_j ~ CI TY OF CAR LS BAD ~ ::::~==:;:::::::;~==:;:==E::::N:::::G::::IN:::::E=:'E::::R:::IN:::G:::· =:DE::::P:::A:::R:::::T:=M:=EN=:T:==:=''::~==~ t---+--+------------------+---+---+----l----l IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT Carollo DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ELECTRICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR OWN BY: VCP PROJECT NO. CHKD BY: JMJ RVWD BY: JGB 5025 ----···· ----------------~-- Vl 0 l~ ~ G) w I-' .i:,. 0 --.,I ---.,I _i:,. I NN iij .c " " "' "" C. >' "' Cl w ~ ~ STRUCTURAL BACKFILL ABC (TYP) ADD #4 x 10'-0"@ 12" CENTERED UNDER FOOTING. AL TERNA TE W/TYP REINF @ 6" SPACING. (TYP T&B OF ENCASEMENT) EM001 TYP . EXTIRIOR WALL WAIL FOOTING CONC SLAB ON GRADE ,.,,~, I I I I 11 11 11 11 11 11 l I 11 --_:,. 11 11 11 11 11 11 11 11 11 11 11 11 11 11 /1 J I / ---\ - - --- -_, - - UNDER WALL FOOTING & 4'-0" EACH SIDE OF FOOTING, SPACE STIRRUPS @ (ENCASEMENT HEIGHT -4")/2 ENCASED ELECTRICAL CONDUITS EM030 LOCATED UNDER STRUCTURES TYP (EXTERIOR) --s 0 CONDUll; .. + >---------< 2 >------- TYP KEY NOTES: ' -- - --- ------------ ABC (TYP) ADD #4 x 10'--0" @ 12" CENTERED UNDER FOOTING. ALTERNATE W/TYP REINF @6" SPACING. (TYP T&B OF ENCASEMENT) EM001 TYP INTERIOR WALL WALL FOOTING CONCSLAB ON GRADE I 11 I 11 I 11 I 11 I 11 I 11 I I l . ~ -~ -H ---' ·-- - 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 I I UNDER WALL FOOTING & 4'-0" EACH SIDE OF FOOTING, SPACE STIRRUPS @ (ENCASEMENT HEIGHT --4")/2 ENCASED ELECTRICAL CONDUITS EM031 LOCATED UNDER STRUCTURES TYP (INTERIOR) --s 3 r-"-.. TYP 0 SLAB o· TOP STRUCTURAL REINFORCEMENT MAT MIN 1 1/2" CLEAR --+----4 MIN 1 1/2" CLEAR BOTTOM STRUCTURAL REINFORCEMENT MAT 0 FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT SEE DETAIL~ M CENTER LARGEST DIAMETER CONDUIT BETWEEN TOP V AND BOTTOM REINFORCEMENT MATS. \C'.'.V M MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL "1/ CONDUITS= 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT. M SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS V OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO PREVENT FLOTATION. EM115 EMBEDDED CONDUIT IN CONCRETE SLAB TYP SINGLE RUN PROJECT NO. 8362A10 FILE NAME: 8362A10-00-ET-03.dgn ------------------------------------ NOTES: 1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS. WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE PLACING CONCRETE. Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE I NCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY >-----CONCRETE OR GROUTED MASONRY WALL Cl w Cl'. 5 0 w Cl'. (/) .,: NOTES: .1 I I II II II II II II "Z" FITTING (TYP) CONDUIT CLAMPS, BOLTS, NUTS, AND WASHERS. SEE NOTE 2. WHERE LENGTH EXCEEDS 3'-0" PROVIDE INTERMEDIATE SUPPORTS AT 3'--0" 0.C. MAX CONCRETEANCHOR,NUTS,&LOCKWASHER AS REQUIRED (TYP) 1. THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING. 2. MATERIAL FOR PREFORMED CHANNEL, FITTINGS, AND CLAMPS SHALL BE AS SPECIFIED IN SECTION 16070. 3. SUPPORTS TO BE SPACED IN ACCORDANCE WITH NEC REQUIREMENTS FOR THE SMALLEST CONDUIT ATTACHED. ~ CONDUIT SUPPORT p s FINISHED FLOOR OR HOUSKEEPING CURB 4 BRASS CONDUIT PLUG. /·i---t---PVC COATED RIGID STEEL COUPLING. ------,7'._.;; ; '}', :>.(: f---~+--PVC COATED RIGID STEEL CONDUIT. ENCASED CONDUITS WELD WASHER OR HEX NUT TO PIPE CAP CONDUIT CAP ---1."'/'z· z,z•=~,~::=:=:~~---:1 WASHER OR HEX NUT TIE PULL ROPE TO WASHER OR HEX NUT CONDUIT----t. -------- 11 II II I II II 11 11 11 11 11 / '/ '' ,, NYLON PULL ROPE NOTES: EXPOSED CONDUITS "AS BUILT" ?~~ ' RCE ___ EXP ____ _ 7 INSPECTOR ET-03 DATE fsHm7 CITY OF CARLSBAD fsREIBl i-----i--------1-----------------+---+-------1f------1----l ~ ENGINEERING DEPARTMENT ~ i-----t---+-------------------+---+---+---+----l ;;;,M;;P:;R:;::01";,E;M:;,E~N;T:;::PLA~N;_=S:;FO;R~:=c:.=A:;RL=;S;B:;AD:;:;:M::=UN;l:;Cl:;PA:;L=W;=A;c;E;R:;D;IS:;TR~l.';CT~=== DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL --·--.. ··········--~- ELECTRICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPROVED WILLIAJt-£, :LUMMER ,,;;dt~-~~~.,,.~~"'-1~-"/.L~____,.,-~~ ... e..., ... ..,......,___...,-:,,,,-::__~~0.5 /4 .#.J ENGINEERING MANAGER PE 28176 EXPIRES 3/31 14 7 DATE DWN BY: VCP CHKD BY: JMJ RVWO BY: JGB PROJECT NO. 5025 I DRAWING NO. 477~2 I ----·---------------------- SLAB CONDUIT (TURNING) '(" I \ I I I I A \ I I 1· I I I I ), 5 I \ I I J------- / ' I I I I + ----~--<2 )------~-i TYP NOTES: 1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS. WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE PLACING CONCRETE. EM117 EMBEDDED CONDUIT IN CONCRETE SLAB TYP CROSSING RUNS --s NOTES: 90' MALE TO FEMALE GASKETED PULLING ELBOW WATERTIGHTAPPLETON MFL-50 HEAVY DUTY CORROSION RESISTANT LIMIT SWITCH SQUARE D TYPE C SQUARED LEVER ARM WITH ROLLER POSITION FOR INTRUSION ON OUTER SECURITY DOOR DOORJAMB 1. MOUNT LIMiT SWITCH ON INTERIOR SIDE OF DOOR, OPPOSITE OF THE HINGES. WHEN USING WITH DOUBLE DOORS MOUNT IN THE CENTER OF THE DOOR FRAME WITH ACTUATION ON LAST DOOR TO CLOSE. CONTRACTOR TO FIELD VERIFY. ROUTE CONDUIT INSIDE OF DOOR JAMB. PENETRATE JAMB WITH 90' MALE TO FEMALE CONNECTOR. EM750 INTRUSION SWITCH TYP MOUNTING DETAIL ....__,,,s PROJECT NO. 8362A10 FILE NAME: 8362A10-00-ET-04.dgn KEY NOTES: I I t I I A I I I t I . I I I I I TOP STRUCTURAL REINFORCEMENT MAT MIN 1 1/2" CLEAR t MIN 2" CLEAR MIN 1 1/2" CLEAR BOTTOM STRUCTURAL REINFORCEMENT MAT 1 M FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT ~ 'v SEE DETAIL. [§}ill V WHERE CONDUITS CROSS, PROVIDE MIN HORIZONTAL SPACING BETWEEN PARALLEL CONDUITS NOT LESS THAN DIAMETER OF THE LARGER CONDUIT IN THE SAME HORIZONTAL PLAN. \!:".:V ~ MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL "1/ CONDUITS= 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT. 0 0 SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS ,/,;"-....6 OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO 'V SUPPORT CONDUITS AT CROSSING TO PREVENT SAG & MAINTAIN CLEARANCE SHOWN. WHERE MORE THAN 2 RUNS ARE STACKED, PROVIDE HORIZONTAL & VERTICAL SPACING SHOWN BETWEEN EACH PAIR. PREVENT FLOTATION. NOTES: DOOR FRAME TRIM JFIRE ALARM ~ HORN/STROBE T 7'-0" TO BOTTOM OF STROBE 12" MAX LIGHT SWITCH FIRE ALARM MANUAL PULL STATION (WHERE REQUIRED) RECEPTACLE (EQUIPMENT AREAS, WET AND CORROSIVE AREAS) NETWORK JACK (EQUIPMENT AREAS, WET AND CORROSIVE AREAS) OJ) ~ ® \_ THERMOSTAT, ALIGN 0 4'-0" TO TOP OF PLATES VERTICALLY WITH SWITCH NETWORK JACK AND ~M?tl RECEPTACLE TYP (OFFICE AREAS) INDIVIDUAL RECEPTACLE (OFFICE AREAS) FINISHED FLOOR 1. ALL SWITCHES AND RECEPTACLES SHALL BE EMBEDDED IN THE WALL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ~ OUTLET BOX MOUNTING TYP s Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 - -- - 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY EM131 TYP --s CAP SCREW PRESSURE RINGS & SEALING GROMMET BODY SEALING RING 0-Z/GEDNEY TYPEWSK CAST IN PLACE CONDUIT WALL PENETRATION 61/4 "" PRESSURE CLAMP CONDUIT CONCRETE WALL ' [;,, I z ~ &, ·' <N C ROUND CORNERS TO 1/2" RADIUS (TYP) 1/2"0 SST w {) ~ ~ ~ :a 0 ' c,: "I w -f-..,. z w {) f2 CONG ANCHORS C ---r'.~~B'r--1" NON-SHRINK GROUT >-z w :;;; #3@6" 0 w "' :;;; -l----L""t-~4 -#5 w AL CS6 x4.03 1 1/2"0 SST CONG ANCHORS 1" NON-SHRINK GROUT ELEVATION 10" 1"(TYP) ' "' + + 1/4 5/8" AL PL I • 1'-4" so. I (!) SECTION NOTES: (!!)'SECTION E9 1. WHERE SEPARATE FOUNDATION IS REQD, SEE 2. COAT ALUMINUM SURFACES IN CONTACT W/CONCRETE PER SPECS. 3. USE SST FASTENERS FOR MOUNTING DEVICES. 4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 100 POUNDS. ~ DEVICE SUPPORT AND MOUNTING p s --i-------------------------------~ 1" 0 EN001 TYP --s MCC-A SECTION B 1000AMPS, 480VOLTS, 30 L WHITE w/BLACK LETTERS TYPICAL MCC SECTION NAMEPLATE 0 ET-04 "AS BUILT" -77~ .. 7(_ RCE ___ _ EXP. ____ _ REVIE 3(22/(6 INSPECTOR DATE t-----+-+-------------1--------l-----1------1__J ~ Cl TY OF CARLSBAD ~ L___::_j ENGINEERING DEPARTMENT ~ r------i-----t------------------+---+--+-----1----1 ~IM;P;R~O;;VE;;;M~E~N;;;T;PLA~N~S=;F~OR;;:::::C~A~R:;=LS~B~A~D=;=M:;=U;:Nl~C~IF!~AL~W.~A;:T;;E;;R=;D:::;IS::;TR;,l,;C;:T===; ELECTRICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR A. PP ROVED WIL. LIA._!U, M:. PLUMMER -.41f;?1'.e'.,~'.#,~~ill~l-• _!~'.'.,✓~~-:C:,~f,E«e,,,.r!,<re.e:'.-,1,..,..-:::c:::_ ____ t'),; /4 n.3' 1 --i----i-----------------1-------t---l----+-----1 ENGINEERING MANAGER PE 28176 EXPIRES J JI 14,'i6AfE I 477-G N2 DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: VCP CHKD BY: JMJ RVWD BY: JGB PROJECT NO. 5025 \ ) V> 0 ::y Cl) ~ Cl) ,-+ G) w w +:> 0 -..J -+, -..J +:> I N N -_______ , ~ -" " <= ill 0. ~ Cl ~ >-5 3"" ~f--CAUTION o hEVERALSOURCES rl= OF POWER ARE PRESENT IN THIS ~ ENCLOSURE - 0 -~~----------,----~ l RED w/WHITE LETTERS e TYPICAL CAUTION NAMEPLATE TYP s SECURE TAGS TO CONDU!T - WITH NYLON CABLE Tl~S r ALMETEK TYPE EZ TAG TILES (BL~CK ON YELLOW) i 11 !( IT \C\1 0 5\81 IT 11 L L \ I ALMETEK TYPE TH TA,G HOLDER - SECURE TAGS TO CONDUIT WITH N'l'LON CABLE TIES -CONDUIT EN006 TYPICAL CONDUIT MARKING SYSTEM TYP --s PROJECT NO. 8362A10 FILE NAl',,IE: 8362A10-00-ET-05.dgn . 1'i ---------------·--- 3"" ~+---P-01 O tFLASH MIX PUMP +3HP, 480V, 30 MCC-AD4 . ~ - 0 L WHITE w/BLACK LETTERS EN003 TYPICAL DISCONNECT SWITCH TYP NAMEPLATE --s ~+-+I----PPB-5 ----+I-ENGRAVE CIRCUIT DESIGNATION DIRECTLY ONTO DEVICE COVER PLATE FILL LETTERING WITH BLACK ENAMEL. 0 EN007 TYPICAL NAMEPLATE FOR RECEPTACLE COVERS TYP Underground Service Alert -Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE !NCH ON ORIGINAL DRAWING 0 ~iiiiiil"'"""iii• 1 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ------- 2"" . . ~ V-1 I -I PLANTINLET=::::t:j;.J l WHITE w/BLACK LETTERS EN004 TYPICAL CONTROL DEVICE TYP NAMEPLATE --s .carollo DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' 3 5/8 "" . ~ P-01 . ' ~--FLASH MIX PUMP ~ 0 0 --3HP, 480V, 30 MCC-AD4 ~ WHITE w/BLACK LETTERS EN005 TYPICAL MCC UNIT NAMEPLATE TYP DATE INITIAL DA1E INITIAL OTHER APPROVAL Cll'f APPROVAL ET-05 "AS BU I LT" ' ~~ A·-« s--/4/l'c -. RCE __ _ EXP. ___ _ ELECTRICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR DATE i " ~ C. >' '° 0 w ~ >-; I INLET STRUCTURE ENGRAVE CIRCUIT ' 0 DESIGNATION DIRECTLY "' ONTO DEVICE COVER -PLATE FILL LETTERING -WITH BLACK ENAMEL. I 0 PPA-1 DESIGNATES CIRCUIT ~ - EN008 TYPICAL NAMEPLATE FOR TYP LUMINAIRE SWITCH COVERS --s PROJECT NO. 8362A10 FILE NAME: 8362A10-00-ET-06.dgn 3"" ~ CAUTION '1: - ~ 0 DO NOT TURN OFF 0 CHECK WITH Ii AUTHORIZED PERSONNEL ' ' a, - RED w/WHITE LETTERS EN020 PANEL BREAKER CAUTION NAMEPLATE TYP --s Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 ----1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ET-06 "AS BU I LT" 'i~,£"--fo~ .v¥~ RCE __ _ EXP ____ _ REVIEW~..?? INSPECTOR DATE 3/22/IVJ DATE 1-------r----+----------+--+------+----+-----1 ~ CI TY OF CARLSBAD ~ L__3:_J ENGINEERING DEPARTMENT ~ ,----,------i-----------------t-----+--+---+-----1 ~IM"'PR;:,::Oa:=V;EM;;;E;.N~Tc;;:PL:::;A:;;NS~F;O;R=: C;;;A;R;:;LS;;BA:;;D;:;M:;;U;;;N;IC;IP:;;,'\L=;~;;;t\;;TE;:;R;:;D;;;IS;;TR;l~CT;==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELECTRICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPR~D W/LLIAM,.J--:!)-. UMMER ~~,g.4;,z:..;ffi:e,~e:;,-z.:.:,r.:-;7LLu4~~?,!·"'--•~-----'---· as;/P,h ENGINEERING MANAGER PE 28176 EXPIRES J 31 14 DATE DWN BY: VCP CHKD BY: JMJ RVWD BY: JGB I DRAWING NO. 477-2 ~-------~ PROJECT NO. 5025 ---------------- ' r / Vl 0 ~~ ~ G) w l.TI .j::, 0 --.J ...... --.J .j::, I NN SJ -5 C: [ ~ 0 L1J ~ I-~ 5x D 3xD ~1) ~ I I ~ r ~ 0 .. r ~ ~ 0 NOTES: 1. FOLLOW MANUFACTURER'S RECOMMENCED MAXIMUM TORQUE SETTING. DO NOT OVER-TORQUE FLANGE BOLTS. OVERTIGHTENING THE FASTENERS WILL DEFORM SEALING FACES OR DAMAGE THE LINE. 2. ALWAY TIGHTEN FLANGE BOLTS UNIFORMLY AND IN DIAGONALLY OPPOSITE SEQUENCE. 3. MOUNT METER SO THAT IT REMAINS FULLY FLOODED. 4. INSTALL METER SUCH THAT THERE ARE NO PIPE BENDS FOR 5 PIPE DIAMETERS UPSTREAM AND 3 PIPE DIAMETERS DOWNSTREAM OF THE METER. KEYNOTES: ,,0,. PIPE SUPPORTS BY MECHANICAL CONTRACTOR. NO SUPPORTS SHALL BE V INSTALLED AT THE METER HOUSING. NF130 MAGNETIC FLOW MOUNTING DETAIL TYP s PROJECT NO. 8362A10 FILE NAME: 8362A1Q'.Q0-IT-01.dgn VENDOR POWER CABLE VENDOR SIGNAL CABLE FLEXIBLE CONDUIT MAGNETIC FLOW TRANSMITTER IEM210I \:::.V -----.... • • . L ''" 0 0 • • • JI\ • MAGNETIC FLOW TUBE \ I_ \ L< ;i GROUND RINGS'----------..._ 0 --\_ 1-#8 XHHW-2 I ...Jt=::------d 00 z ~ (!) 0:: iii L1J . ~ d ~ "- I j j I d d ····:.::•.'.:-::,,,_: ·.,. I d __ d ------ NOTES: ~ I I ·:i-://::·::.: 0 1-#8 XHHW-2 _______/ = VERIFY ZERO POTENTIAL BETWEEN FLOW TUBE, EARTH GROUND AND TRANSMITTER GROUND TERMINAL. CONNECT TRANSMITTER GROUND TERMINAL TO GROUND RINGS. CONNECT METER BODY TO EARTH GROUND POTENTIAL. EQUALIZE POTENTIAL VIA GROUND RINGS BETWEEN FLUID AND MAGMETER. NF135 REMOTE TRANSMITTER MAGNETIC FLOWMETER TYP GROUNDING DETAIL --s Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 ~~~-1" lF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PRESSURE TRANSMITTER 2 VALVE MANIFOLD~- WELD-O-LET ~ ~ / I N-L I OR THREAD-O-LET "-.__ \J::".V ~~--------------->s:-------i"" I ~ NP185 PRESSURE TRANSMITTER TYP MOUNTING DETAIL ---s FLEXIBLE CONDUIT IT-01 "AS BUil T" ~L_,/4 'e<. 5'/4(/, RCE EXP. DATE 1-----+-----+-----------------1--+-------1----+-----------1 fsHEETl CI TY OF CARLSBAD ~ • ENGINEERING DEPARTMENT i----t-----t-----------------1-------t---t----+------I IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSTRUMENTATION TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPROVED~ WILL-~ PLU-MMEfl &z.q#i<i :?'.'-~•111f ... ~ 05/4_f3 ENGINEERING MANAGER PE 28176 EXPIRES 3/31/14 ' DATE OWN BY: VCP I PROJECT NO. I DRAWING NO. ~~~g ~r ~~i _ 5025 4 77-2 Vl 0 ::::r (0 :;§: (0 ,..... G) w en .i::,. 0 -..J ---t, -..J .i::,. I N N ~ 0 w ~ >-~ FLEXIBLE DUCT MATERIAL BONDED TO FORM SLEEVE. SEE NOTES 1 AND 2. 1"(TYP)~-H~ 2" TO 6" CLR ------+-----f---+-~ BETWEEN ENDS OF DUCTS CL OF SUPPORT _/ 2'-0" NOTES: 1" SST BAND ~ 1 ". PROVIDE SLACK TO DAMPEN VIBRATION AND TO PROVIDE MOVEMENT. ~ 2'-0" I'---ATTACH WITH SST SCREWS @ 4" MAX OC OR WITH SST WORM TYPE DRIVE FLAT BAND CLAMPS I~ CL OF SUPPORT 1. BOND LONGITUDINAL JOINT PER MANUFACTURER'S RECOMMENDATION. 2. FOR FLEXIBLE CONNECTOR TYPE FL-1 OR FL-2 ONLY. 3. FOR EXTERIOR LOCATIONS, PROVIDE SHEET METAL COVER. H230 TYPE FL-1 OR FL-2 FLEXIBLE CONNECTION FOR TYP METAL DUCTS ...__ N 02/13/09 r 1/2"0 SST CA (TYP) (CONCRETE OR \ MASONRY WALL I 1/2"0 SST CA (TYP) I '\ """ • 11 • 1"(TYP) 'I RACK- 3'-6" _ I,®_,__ __ ®~/ AL CS6 x 4.03 "' n~~ • Q) SECTION WALL MOUNTED .--t;> :;.. _ 2" J1/2"0 SST BOLT, -+-+~2" (TYP) NUT, AND WASHER (TYP) I n -t------r · -rlHt------------i.,--,h P@ 1 i ,, ,, ,, ,, 1~,, /:,;-~~~~~~i-~,\\ : i (\\ I I /;, S" ~ (\\ I I l!r 11 I ®1 -LiH+'==="---:::,;'.'.-__--"'===i,cc'.-1Hµ RACK~ I I C)~I i 11 11 11 11 11 11 11 11 ,1 11 11 11 11 11 11 11 11 11 I I 11®11 I I I I I I I I 3'-6" I I I I I I I I I I TYP :>----,---,--F;J- 1/4 V I I I I I I 1 /=ALCS6x4.03(TYP) / 1" NON-SHRINK i i v-----1/2"0 SST CA (TYPJ / GROUT (TYP) i i / I I I I " ~--~----4~' ~,-~. • ef FREE STANDING ~ HOSE RACK p s SHEET2 OF 2 09/30/07 PROJECT NO. 8362A10 FILE NAME: 8362A10-00-MT-01.dgn EXTERIOR CAULK WITH SYNTHETIC RUBBER SEALING COMPOUND AND MAKE WATERTIGHT (TYP ALL AROUND BOTH SIDES) ALFLASHING ~ NOTE: . ,-··· ' .. 'I ' I INTERIOR AL ANGLE (TYP ALL AROUND) I --------FOR FILTER OR ,___.--SCREEN.SEE 1 SPECIFICATIONS I ' I s' I ' I I I I I I I --LOUVERS.SEE SPECIFICATION SECTION 15852. 1/4"0 SST CONC ANCHOR @ 12" (TYP ALL AROUND) 1. ALL FITTINGS FOR ATTACHING LOUVERS SHALL BE TYPE 316 SST. ~ WALL LOUVER -FIXED p 08/01/05 ~ ~~~ Underground Service Alert VERIFY SCALES w w z BAR IS ONE INCH ON ~ z Call: TOLL FREE ORIGINAL DRAWING w ~I >-l.9/io?~ g 1-800-227-2600 0 1" i?' (') ~ .rJ,_ ¾,CH A~~-#',,. !2 IF NOT ONE INCH ON u THIS SHEET, ADJUST 00 7<0FcAll~ Ul TWO WORKING DAYS BEFORE YOU DIG a 0 SCALES ACCORDINGLY 2 1/2" HOSE END BRONZE --.__ c '° , 1" HOSE END BRONZE ANGLE VALVE. THREADS --..._ / GLOBE VALVE TO MATCH OWNERS STD 11----,...,_ HOSE. HOT-DIP GALV STRAP WITH 2 -1/2"0 SST CONC ANCHORS t-----1 '-6" FOR 2 RAIL GUARDRAIL. 1'-10" FOR 3 RAIL GUARDRAIL. , ffi_______._ADJUSTABLE CLEVIS HWL ~ ~~~ f WITH CONC INSERT SEE DRAWINGS ~ 1" AND 2 1/2" HOSE VALVE TYP N ~4"MIN 08/01/05 3-1/2"0 SST U-BOLTS ~ :;.. TOPOFCONC\ .. • ' I "' ?' I ~ ·' "' y ' "\. , ' .\ ' J . 'I . 'I ' GUARDRAIL MOUNTED NOTES: 11 ' ~-1 1/8 ~ 3-8 ✓ 1/8 / 3-8 ' -~ ' I ' I ' I ' ED SECTION 1. HOSE RACK SHALL BE FABRICATED FROM 3/16" ALUMINUM PLATE. ROUND ALL EDGES SMOOTH. 2. HOSE RACKS INSTALLED IN YARD LOCATIONS SHALL BE FREESTANDING. EMBED IN A4'-6" LONG x 2'-0" WIDE x 8" DEEP CONCRETE PAD WITH #5@12" EW CENTERED. 3. WALL MOUNTED HOSE RACKS ON MASONRY WALL SHALL BE FASTEN TO GROUTED CELLS. ~ HOSE RACK TYP s SHEET 1 OF 2 09/30/07 MT-01 "AS BUil T" r,/4/4 DATE R'5m:,~ IN OR :3(2?{('2 DATE [SHml CITY OF CARLSBAD t----i-------1t------------------i----t-------1t-------1----1 ~ EN GI NEERING DEPARTMENT t----i--~t-----------------+---+------,f-------,----j t---+---t-----------------+---+-------,f-------,----l IMPROVEMENT PLANS FOR: CARLSBAD MUNICIPAL WATER DISTRICT MECHANICAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPROVED WILLIA~ PLUMMER &'~/4 ~ 1::· ii • L ✓ . a§' ~/1/j ENGINEERING MANAGER PE 28176 EXPIRES 3/31 /14 70AlI DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PS I PROJECT NO. I DRAWING NO. CHKD BY: DT 5025 RVWD BY: TGM 477-2 ' ----------------~ Vl 0 ::, (D ~ (D G) ,..... w --.J .i::,. 0 --.J -+, --.J .i::,. I N N ~ g [ ~ 0 i ~ PIPE PLACEMENT OUTSIDE OF TRAVELED RIGHT-OF- WAY AND IN OPEN COUNTRY CONTRACTOR SHALL MATCH EXISTING GRADE OR FINISH GRADE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED EXISTING GRADE PIPE PLACEMENT IN PAVED ROADWAY SECTION EXIST GUTTER FACE, EDGE OF PAVEMENT, OR BEGINNING OF SHOULDER .. ·.1 .'. ·,I .. NEW ABC SUBGRADE AS INDICATED ON THE DRAWINGS NEW AC PAVEMENT AS INDICATED ON THE DRAWINGS 12" VARIES. IF LESS THAN 3'-0", REMOVE AND REPLACE AC PAVEMENT IN THIS AREA. 1T ___ _ --------~--_i I ----------i, ____ J '---SAW CUT UNDISTURBED SOIL . . . . . . . . 1--.-,.c. If------BACKFILL MATERIAL SEE NOTE 2-~· 12" MIN NOTES: t FINE GRADING MATERIAL AS SPECIFIED . rRENcH wibtHI . As sPEc1F1ED .. · .. ·. (i>.~S}'E(CIFIEQ:.·•.·.·.·lf ~---SEE NOTE 1 1. SEE SPECIFICATIONS FOR SHORING REQUIREMENTS. 2. SEE SPECIFICATIONS FOR SLOPING REQUIREMENTS. P002 PIPE INSTALLATION AND PAVEMENT REPLACEMENT TYP N 08/01/05 12" MIN 8" MIN (TYP) 12" (TYP)-___, PLAN 8" MIN (TYP) CONCRETE SLAB 8" MIN ---t----VALVE ENDS FOR TYPE OF PIPE USED CONCRETE PIER WITHOUT STRAP AND ANCHOR BOLTS (TYP) P026 BURIED BUTTERFLY VALVE TYP ...._ __ , s SHEET2 OF 2 11/30/08 PROJECT NO. 8362A10 FILE NAME: 8362A10-00-PT-01.dgn CLEANOUT ~THRUST BLOCK SCHEMATIC PLAN BLIND FLANGE (TYP) __,---FLANGE JOINTS (TYP) MECHANICAL OR PUSH-ON JOINTS r--,;~k----=-1-m---,J._~ (TYP) TYPEI THRUST BLOCK~ CLEANOUT~ THRUST BLOCK SCHEMATIC PLAN TYPE3 IRON BODY FERRULE WITH --~ BRASS CTSK HEAD SCREW PLUG. MOUNT FLUSH WITH FLOOR. f VARIES~ CLEANOUT~ SCHEMATIC PLAN TYPE2 CLEANOUT ~ SCHEMATIC PLAN TYPE4 , FINISH FLOOR LONG RADIUS ELBOW ~ CLEANOUTS TYPE5 p s SHEET 1 OF 2 07/31/08 ~ w w z 5 m Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWD WORKING DAYS BEFDRE YDU DIG VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY FLG OD+ 4" WITH 12" MINIMUM Cl FRAME AND COVER, MARKED "SEWER" TAPPED FLG LABELED WITH WELDED ON PIPE SIZE AND PROCESS 1o ~ 1/2" 12" 2 -#4 HOOP BARS ABC PER PAVING SECTION TERMINATION IN PAVEMENT ALL TYPES FOR 4"0 TO 12"0 NOTES: lW 1. ALL THRUST BLOCKS SHALL BE PLACED PER TYP . 2. CONCRETE RING SHALL BE PLACED AFTER PAVEMENT PLACEMENT. 3. ALL FLANGES CAST IN CONCRETE SHALL BE TAPPED TO ALLOW THE INSTALLATION OF BLIND FLANGES WITH BOLTS. 4. CLEANOUT PIPE SHALL BE SAME SIZE AS LINE PIPE. 5. FOR CLEANOUTS IN YARD AREA, PLACE 12" SQUARE BY 4" THICK CONCRETE PAD. ~ CLEANOUTS TYP s SHEET 2 OF 2 07/31/08 FINISH GRADE IN UNPAVED AREAS SERVICE STAMPED ON LID 1/'»>'»>'»>~ ., "'. }J I >>-.:: ,1 I I 5 1/4"0 SLIP TYPE Cl =-==--'/:~;(-:ii:_0~«_.:::0':_2'\~~ VALVE BOX. SUPPORT BOX ON BRICKS. BOXSHALL NOT REST ON VALVE BODY, COMPACTED ABC (TYP) 1/8 1/8 ' I --+-Hf---____l____,_ -I 3" • • #5@12" EW CENTERED ASPHAL TIC CONCRETE PAVEMENT . . ~~«<:«., ,~~-«; 8" THICK x 3'-6" SQUARE 1/4" THICK STL TRASH RING. RING DIA= VALVE BOX ID MINUS 1/8". "' • • VALVE STEM EXTENSION BRICKS ALL AROUND CONCRETE PIER ,,,------8" x 12" MASONRY OR CONCRETE PIER 8" MIN 12" COMPACTED ABC (TYP) #5@12" EW CENTERED 12" (TYP) ED SECTION NOTES: 1. ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATOR WITH 2" SQUARE AWWA NUT WITHIN 36" OF VALVE BOX QOVER. INDICATE ON NUT DIRECTION OF ROTATION TO OPEN VALVE. , 2. COAT BURIED PIPE AND VALVE BOX PER SPECIFICATIONS. 3. CLEAN VALVE BOX OF ALL DEBRIS AND SOIL. ~ BURIED BUTTERFLY VALVE TYP S SHEET 1 OF 2 11/30/08 PT-01 s/4/cc Ii EXP ____ _ REVI~ (~ INSPECTOR DATE ISHEEil CITY OF CARLSBAD ~ l-----t-----1-----------------+---+-----l-----l---l ~ ENGINEERING DEPARTMENT ~ i------+-------t-----------------+---+-------t----t---l :;/M=:=P==RO;:V=;E;=M:;EN=;T;=P;=LA==N==s==F:;':OR:;:::::=C;=A=RL=S=;;BA==D:;:M:=:U==N==/c==1P:;::A:::=L =w.=A 7:::=E::=R=:D=/s==TR;'.,IC'::T===; PIPING TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPROVED LUMMER ,, 0~} PE 28176 EXPIRES J 31/14 -DAE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PS I DRAWING NO. PROJECT NO. DATE INlllAL DATE INlllAL CHKD BY: OT 5025 OTHER APPROVAL CITY APPROVAL RVWD BY: . TGM 477-2 092413 (/) 0 :::r (l) :§:: (l) rl-G) w 00 +>-0 -..J -t, -..J +>-I N N ~ 0 ~ >-~ CONG ENCASEMENT OF PIPE 0 \ LAP SPLICE 1 ~ (TYP) p \..._ -__/ q q ---A [ - -' '.,,! -" -A I! ' q ' ' " q_ -- ----- -" q 4 -A q q 4 -' "' A 4 q -A A 'j q ~ ,_l" CONSTRUCTl;N JOINT. SANDBLAST OR A ' ':I " -I--- q CONCRETEW ALL s 3 A SEE DRAWING < FOR REINF. 4 Ow Oa. >-0: --en CJ wz (!) 0 :ii _J _J <( ' F A " f"---ACI STD HOO K (TYP) A' q ' 4 -#5 CONTINUOUS FOR PIPE 36" ID AND SMALLER. 4 -#6 CONTINUOUS FOR PIPE LARGER THAN 36" ID. 6" MINIMUM (TYP TOP & BOTTOM OF PIPE) PIPE CLASS "A" CONCRETE ® SECTION NOTE: 1. TYPE OF PIPE AND TYPE OF PIPE JOINT OR COUPLER AS INDICATED ON THE DRAWINGS. TYP NS SHEET 1 OF 2 03/16/09 CONCRETE WALL OR SLA_B_, ~--~---i-,~-~--,- 7 ___ 1r r~C::~~-M~:_soNRY WALL ' 1/2" --+----- CAULK ALL AROUND WITH SYNTHETIC RUBBER SEALING COMPOUND ADDITIONAL REINFORCING NOTES: 4 GROUT ALL AROUND 1/2" MINIMUM SPACE. 3/4" MAXIMUM SPACE. POINT MORTAR AT WALLS AND UNDERSIDE OF SLAB SLEEVE 1. 6"0 DIAMETER SLEEVES AND SMALLER SHALL BE SCHEDULE 40 STEEL PIPE OR SCHEDULE 80 PVC PIPE. 2. SLEEVES LARGER THAN 6"0 SHALL BE 1/4" THICK STEEL PIPE. 3. STEEL SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 4. SLEEVES FOR ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC. P302 SLEEVE INSTALLATION THROUGH DRY WALLS AND TYP FLOOR SLABS NS 08/01/05 PROJECT NO. 8362A10 FILE NAME: 8362A10-00-PT-02.dgn - ----------------- --- CONSTRUCTION JOINT. SANDBLAST OR WATERBLAST JOINT AND REINFORCEMENT PRIOR TO PLACING CONCRETE. " .q ' ' q q 4 e'· ' "' " q "q CONCRETE SLAB A---t,rl--11---3" COVER (TYP ALL AROUND) q 4 4 --+---t--t-'---l--4. 4 q ' ' ·" q ; -lt---+--+--t--1--,~------+-----, A 4 ' LAP SPLICE ' 4 TIES (TYP) PIPE ED SECTION q ' 4 q " ' ' -' 4 3" COVER (TYP ALL AROUND) P040 CONCRETE ENCASEMENT OF PIPE TYP -------NS FUNNEL ON EQUIPMENT ---~ DRAIN ONLY FINISH FLOOR TO SLOPE TO FLOOR DRAIN AS INDICATED ON THE FLOOR PLANS. SEE FLOOR PLANS FOR FLOOR ELEVATIONS. NOTE: SHEET2 OF 2 I I I I I 03/16/09 SET TOP OF FLOOR DRAIN 1" BELOW SURROUNDING FLOOR S180 ADDITIONAL TYP REINFORCING 1. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR DOES NOT SLOPE TO DRAIN. P410 TYP s ~ w w z a z w w z J " ii ~ 0 FLOOR DRAIN OR EQUIPMENT DRAIN WITH TRAP Underground Service Alert Coll: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 08/01/05 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY LENGTH "L" AS REQUIRED TO OBTAIN BEARING AREA AGAINST UNDISTURBED SOIL '(,_-«<~ -/0,.'z:, /v/'0'.'.,r-'--"'<'.,,'/ THRUST FORCE----,_ PLACE CONG LEVEL WITH TOP OF PIPE OR SLOPE UP IF NECESSARY TO OBTAIN REQUIRED BEARING AREA MAXIMUM SLOPE 2 1 r-::: ADDITIONAL EXCAVATION IF NECESSARY--~ ~9"MIN TO OBTAIN REQUIRED BEARING AREA LENGTH "L" AS REQUIRED TO OBTAIN BEARING AREA AGAINST ED TYPICAL SECTION UNDISTURBED SOIL "L"/2 "L"/2 LENGTH "L" AS REQUIRED TO OBTAIN BEARING AREA AGAINST UNDISTURBED SOIL THRUST FORCE "L"/2 "L"/2 -------/~-- ' NOTES: /' / /' -----~--~ ~a~~-1 . A -- 1. BEARING AREA IS THE AREA REQUIRED TO OBTAIN A MAXIMUM SOIL LOADING OF 200 PSF PER FOOT OF DEPTH TO A MAXIMUM VALUE OF 1500 PSF AT THE TOP OF THRUST BLOCK WHEN THE PIPE IS SUBJECTED TO ITS TEST PRESSURE, OR BEARING AREA INDICATED ON THE DRAWINGS. 2. CONCRETE SHALL BE CLASS "A" OR "C". 3. THRUST BLOCK SHALL BEAR ON UNDISTURBED SOIL. Pjef PIPE THRUST BLOCK SLAB DIMENSIONS AND REINFORCING STEEL AS INDICATED ON THE DRAWINGS TYP SLAB REINF (TYP) S180 ADDITIONAL #5(TYP-~- 4 SIDES) #5@12" (TYP 4 SIDES) AS INDICATED ON THE DRAWINGS TYP REINFORCING 4"~+--1~ ' I 1 '-4" SQUARE G FLOORSINK p 08/01/05 FLOOR SINK PRECAST BLDG SLAB PER PLAN LAP SPLICE (TYP) -+--t--12" (TYP) • 6" CLR 12" (TYP ALL AROUND SINK) 6" UNLESS OTHERWISE INDICATED ON THE DRAWINGS 4 -#5 EW 07/31/08 1/2" GSP DISCHARGE PIPE AS INDICATED ON THE DRAWINGS AIRNACUUM ORAIR-~ RELEASE VALVE PLUG VALVE 4" 150 LB BLIND-------- FLANGE. DRILL AND TAP FOR NPT NIPPLE. 4" FLANGED OUTLET-_/ NOTES: BIRD SCREEN COVERING END. TYPE 304 SST SCREEN WITH 16 x 16 MESH AND 0.041 WIRE DIA. ~---GSP NIPPLE. SIZE PER AIRNACUUM AND AIR RELEASE VALVE. ~----FOR STEEL PIPE, USE THREADOLET OR HALF COUPLING 1. VALVE SIZE SHALL BE AS INDICATED ON THE DRAWINGS. 2. SERVICE TAP AND PLUG VALVE SHALL MATCH VALVE INLET SIZE. P240 AIR VACUUM AND AIR RELEASE FOR 3" AND TYP SMALLER VALVE ASSEMBLY 03/01/10 PT-02 "AS BUILT" ~ .. ~ ~¢-< RCE __ _ EXP, ___ _ DATE INSPECTOR 5/-z-z / {<, 1 DATE ~ CITY OF CARLSBAD ~ l---+---t-----------------+---+---1-----1-----1 L____::'._J ENGINEERING DEPARTMENT ~ 1-----+----1~----------------+---+----ll-----l----l ;;;,M;P;:,::R;:O;,VE;M;E';:;NT;=P;LA~N;,S:::;F;;O;:R=, C;;:A;;R=,:LS;;B;AD;:::;:;M;UN;,IC;IP;;:A;;:L:;;W.:;;A;:TE;;R;::;D;;IS;J;:,:;_R/~C;:T==~ PIPING TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPRO-VED WILL/A~UMMER 1----+---+-------------+---+---+-----,----11~/4=-~~~-_, ....... ~'--'''--.~=-;•.,..,..,..=-==~-----,-~ oslL.o lo ENGINEERING MANAGER PE 28176 EXPIRES J 31 14 , DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PS CHKD BY: DT RVWD BY: TGM PROJECT NO. 5025 I DRAWING NO. 477-2 092413 Vl tJ l :§: ~ G) w \.D .j::, 0 -.J ---t, -.J .j::, I NN EB 2" (TYP) -t--J~ 9" o ' ~---~ ANCHOR BOLTS. SEE SCHEDULE FOR SIZE. 12" MINIMUM EMBEDMENT. ~--1/8" THICK 40 DUROMETER NEOPRENE PAD. BOND TO PAINTED PIPE WITH EPOXY. "D"/4 e 'I I e _L__,,L._-L-/-~~~--f-.-'-~--+ 11 " STRUCTURE ED SECTION-SUPPORT AT STRUCTURE ~--STRAP. SEE SCHEDULE FOR SIZE. 1" NON-SHRINK GROUT 6 x BOLT DIA WITH 3" MINIMUM "D"/4 #4 TIES@ 12" c:=J " " Ll " ' q q Ll q 4 4 q ' q ' "---#4EF .i.----SUPPORT FOOTING OR STRUCTURE "' #5@ 12" EF HIE EB SECTION @£ CONCRETE PIPE SUPPORT q ' • 4 4 q ' q ' q ' Ll 4 q 4 q Ll q ' NOTES: 11/30/08 3/4"0 SST CONCRETE ANCHOR ' ' ' ' ' ' '~ " " ' ","-. I '-. '~r ,, ' ---,.:::::.~-- ==== =~--= ------- PLAN IF LOAD ON BRACKET EXCEEDS 300 LBS, USE L 3 x 3 x 1/4 BRACE. COPE LEG AS REQD. 1/4 SEAL WELD STANDARD U-BOLT WITH DOUBLE NUTS WELDED BRACKET. SEE SPECIFICATIONS. CONCRETE OR GROUTED MASONRY WALL SST ANCHOR BOLT SIZE AND NUMBER SHALL BE AS REQUIRED BY BRACKET MANUFACTURER. ELEVATION 1. HOT-DIP GALVANIZE SUPPORT AFTER FABRICATION. 2. ISOLATE ALL COPPER PIPE WITH PVC TAPE. P658 PIPE SUPPORT -WALL BRACKET BELOW ~ TYP Cl ....___,.. N 07/31/08 L1J ~ f-; PROJECT NO. 8362A10 FILE NAME: 8362A10-00-PT-03.dgn #4 TIES@ 12" LJ ------FINISH GRADE #4@ 10" EW T&B ' 0 ' N • • • ' > " "' I' ~ • • > • 6"ABC--"W". SEE NOTE 2. SECTION-ISOLATED SUPPORT WITH FOOTING SCHEDULE PIPE STRAP ANCHOR SIZE SIZE BOLT DIA 8" -12" FB 1/4" x 4" 1/2" 14" -24" FB 5/16" x 4" 5/8" 26" -36" FB 3/8" x 4" 3/4" NOTES: 1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING STRUCTURE, MATERIAL FOR ANCHOR BOLTS AND STRAP SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, THE MATERIAL FOR ANCHOR BOLTS AND STRAP SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2. THE WIDTH OF THE FOOTING "W" = 2'-6", THE LENGTH OF THE FOOTING= "D" + 2'-0". P602 CONCRETE PIPE SUPPORT TYP Ll A A NOTES: I ' I I I I <'l I q I I I I <'l I I SHEETZ OF 2 11/30/08 USE 3/4"0 CONCRETE ANCHORS IF MOUNTED ON WALLS. USE 3/4"0 CONCRETE INSERTS OR ANCHOR BOLTS IF MOUNTED ON CEILINGS. 3/4"0 BOLT PIPE STRAP (TYP) PREFORMED CHANNEL PIPE SUPPORT "Z" FITTING CONCRETE OR GROUTED MASONRY WALL OR CEILING 1. SPACE FLUSH MOUNT PIPE SUPPORTS AT 5'-0" MAXIMUM. 2. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING STRUCTURE, ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, THE MATERIALS SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. P660 TYP ....___,.. N FLUSH MOUNT PIPE SUPPORT Underground Service Alert Coll: TOLL FREE 1-800-227-2600 !WO WORKING DAYS BEFORE YOU DIG 07/31/08 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" \F NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY 1/4" PL 1/4 PREFORMED CHANNEL ' I , I : ,1 : o I I I 3" ~ >< 111 -<C I I :::i = I I 0 ~ 11' 11 ~ 9 1 i 11 <C 1" NON-SHRINK GROUT : : 3" <n N 3/4"0 ANCHOR BOLTS~ : , 1 : f \J=::':i +! ;i ~-;;~~~; <I Ll ,j <I Ll . PL 3/4" x 12" SQ 1/8 1/8 PREFORMED CHANNEL PIPE SUPPORT - -_,__ HSS 5 x 5 X 1/4 1/4 1 1/2" (TYP) ~t-+~ CD. SECTIONAL PLAN P615 PIPE SUPPORT TYP POST WITH PREFORMED CHANNEL N 08/22/08 CD PREFORMED CHANNEL PIPE SUPPORT PIPE STRAP + + + + PIPE SIZE AND MATERIAL ELEVATION AS INDICATED ON THE DRAWINGS NOTE: "D" PIPE CD PIPE FLANGE PIPE SIZE "D" "A" 4 2 L6x6x1/2 6 2 1/2 16 4 "A" SCH 40 PIPE 4 -3/4"0 SST CONG ANCHORS 1/4 PL 3/4" X 10" x 10" 1" NON-SHRINK GROUT 4 4 ' ; - I 4 17 ; -\ 4 ELEVATION 1" MIN (TYP)--H~ L 6 x 6 x 1/2. TRIM AS REQD. 1.----~ BOLT HOLES TO MATCH -1-'"V RESPECTIVE FLANGE SUPPORT PIPE CD SECTION 120" FOR 3" PIPE & SMALLER. 90" FOR 4" PIPE & LARGER 1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING STRUCTURE, ALL MATERIAL FOR SUPPORT SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, ALL MATERIAL FOR SUPPORT SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON DRAWINGS .. P626 PIPE SUPPORT TYP POST WITH PIPE FLANGE CONNECTION NS 07/31/08 1/2"0 SST CONCRETE ANCHOR ' Ll A CD SECTIONAL PLAN <'l BOLTS PT-03 1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING STRUCTURE ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, THE MATERIALS SHALL BE HOT-DIP GALAVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. "AS BUILT" I 'i--'7 ~ ./,-...-~ .G'"/4k P662 PIPE SUPPORT FOR ONE VERTICAL RISER TYP 07/31/08 ~, RCE___ EXP. ___ _ DATE REVIE~ ( INSPECTOR z,(~z{f c. DATE [sHfETl CITY OF CARLSBAD ~ l---+----1-----------------+---+----lf-----l---l ~ ENGINEERING DEPARTMENT ~ ::;,M==P:;Ro==v:;E==M~EN~T==P==LA==N=':S':;F:::OR==,=c~A==RL==S=::BA=D~M:::U:;N=,c==1P==A=L ==w==11 r==E==R==o==,s==m~,c.';:r==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PIPING TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR APPROVED WILL/A,,.M'-'4,/ LUMMER --;r,, -ay? .. k ENGINEERING MANAGER PE 28176 EXPIRE$ 3/31 14 DATE DWN BY: PS PROJECT NO. I DRAWING NO. CHKD BY: DT 5025 477 2 RVWD BY: TGM - . V) 0 ::J" (1) ~ (1) .... G) .j::,, 0 .i:,. 0 -..J --..J .i:,. ' N N ~ 0 ~ f-~ --------------. '---·----------------------------- 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318)AND "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350-06) AND COMMENTARY (ACI 350R-06)." 2. . UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEMENT OF CONCRETE WALLS OR SLABS SHALL BE: 1 O" THICK OR LESS -USE #5 @ 12" EW MORE THAN 10" THICK-USE #5@ 12" EW EF 3. WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF WALLS SHALL BE CONTINUOUS, LAP SPLICED. OR TERMINATED IN AN ACI STANDARD 90 DEGREE HOOK. LAP SPLICES SHALL CONFORM WITH NOTE 12. 4. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. BARS SHALL BE DOWELED. DOWELS SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCEMENT WHICH IS SPLICED TO THE DOWELS. 5. SLABS, BEAMS AND COLUMN REINFORCING BARS SHALL HAVE A MINIMUM EXTENSION OR ANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI 318 AND ACI 350. 6. STIRRUP SUPPORT BARS SHALL BE PROVIDED TO SECURE TOP BARS AGAINST DISPLACEMENT AS REQUIRED. 7. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONCRETE COVER OVER #11 AND SMALLER REINF BARS SHALL BE AS FOLLOWS: A. SLABS AND JOISTS: FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES FOR DRY CONDITIONS: #7 BARS AND SMALLER .......................................... 1" #8 BARS AND LARGER ............................................ 1 1/2" FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES EXPOSED TO WEATHER, IN CONTACT WITH SOIL OR WATER, OR LOCATED OVER WATER. ......................................... 2" B. BEAMS AND COLUMNS: FORMED CONCRETE SURFACES FOR DRY CONDITIONS: STIRRUPS, SPIRALS, AND TIES .............................. 1 1/2" PRINCIPAL REINFORCEMENT ................................ 2" FORMED CONCRETE SURFACES EXPOSED TO WEATHER, IN CONTACT WITH SOIL OR WATER, OR BEAMS LOCATED OVER WATER: STIRRUPS AND TIES ............................................... 2" PRINCIPAL REINFORCEMENT ................................ 2 1/2" C. WALLS: FORMED CONCRETE SURFACES FOR DRY CONDITIONS: #7 BARS AND SMALLER. ......................................... 1" #8 BARS AND LARGER. ........................................... 1 1/2" S101 REINFORCED CONCRETE NOTES TYP ...__,., S SHEET 1 OF 3 08/31/07 SYNTHETIC SPONGE RUBBER FILLER (TYP) CL EXPANSION JOINT -+--H---2" CLR (TYP) fB\ SEE NOTE 5 SYNTHETIC SPONGE:~ / \_U JOINT MATERIAL I OF REINFORCEMENT RUBBER EXPANSION {SEE DWGS FOR LOCATION ~(/)--~ ' '\._ i ' "' I ; A : a:J. ~ -LI · 4 I> ,i I> "' ·t:,. . I> I I> ,._ <tt'; . • =--• I>• •• p • _J._ _p-:;?'?F I> t:,. ~ 4 (/)~ I> I> i I f- ' A A. ,-- . /; 1 ~ ' " 1 1/2 CL THICKENED J SECTION 9" CENTER BULB WATERSTOP. CLEAN THOROUGHLY BEFORE PLACING CONCRETE. SEEQ;]. TYP 4 1/2" 9" ,-"'_J 1 1 1 /2 \__WIRE TIES AT 2'-0" OC MAX. HOG RING MAY BE USED IN LIEU OF WIRE LOOP. (TYP) WATER BEARING SLAB LESS THAN 12" THICK S130 EXPANSION JOINT TYP ..._...--NS SHEET 2 OF 3 03/16/09 PROJECT NO. 8362A10 FILE NAME: 8362A10-00-ST-01.dgn -------------- FORMED CONCRETE SURFACES EXPOSED TO WEATHER, OR IN CONTACT WITH SOIL OR WATER. ...................... 2" D. FOOTINGS AND BASE SLABS: FORMED VERTICAL CONCRETE SURFACES ............................ 2" AT UNFORMED CONCRETE SURFACES CAST AGAINST THE SOIL OR CONCRETE WORK MATS .................................................. 3" TOP SURFACE OF FOOTINGS AND BASE SLABS ................... SAME AS SLABS 8. KEYWAYS AND WATERSTOP SHALL END 3" BELOW THE TOP OF WALLS, UNLESS THERE IS A SLAB ON TOP OF THE WALL, IN WHICH CASE IT SHALL END AT THE BOTTOM OF THE SLAB. IN JOINTS WHERE WATERSTOP TERMINATES AT ADJOINING SLAB OR WALL, WATERSTOP SHALL BE EMBEDDED IN ADJOINING SLAB OR WALL A MINIMUM OF 6". 9. CONCRETE CURING SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WHERE WATER CURING IS REQUIRED, MEMBRANE CURING IS NOT ALLOWED. THE CONTRACTOR IS WARNED THAT WATER CURING IS DIFFICULT AT TIMES DUE TO WIND AND DRY CONDITIONS. THE CONTRACTOR SHALL STUDY REQUIREMENTS AND SHALL FURNISH ADEQUATE SYSTEMS TO PROVIDE WATER CURING WHERE REQUIRED. TOP OF WALLS SHALL BE KEPT VISIBLY MOIST AT ALL TIMES AND SHALL BE FLOODED NOT LESS THAN THREE TIMES DAILY. 10. WATERSTOP SHALL BE PLACED IN CONSTRUCTION, AND EXPANSION JOINTS IN WATERBEARING SLABS AND WALLS UNLESS OTHERWISE INDICATED ON THE DRAWINGS, AND IN WALLS AND SLABS SUBJECTED TO GROUNDWATER. WATERSTOP IN THE WALLS SHALL BE CARRIED INTO SLABS AND SHALL BE SPLICED WITH THE WATERSTOP IN THE SLABS. 11. NO BACKFILL SHALL BE PLACED AGAINST WALLS UNTIL: A. WALLS HAVE BEEN CAST FULL HEIGHT OF STRUCTURE AND CONCRETE HAS REACHED THE SPECIFIED STRENGTH B. CONNECTING SLABS AND BEAMS HAVE BEEN CAST AND CONCRETE HAS REACHED THE SPECIFIED STRENGTH. 12. LAP SPLICES: A. WHEN MULTIPLE BARS ARE SPLICED AT THE SAME SECTION, THE CLEAR BAR SPACING IS THE MINIMUM CLEAR DISTANCE BETWEEN THE BARS OUTSIDE THE SPLICE LENGTH LESS ONE BAR DIAMETER. B. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE BARS AT A LAP SPLICE SHALL BE IN CONTACT WITH EACH OTHER. C. FOLLOWING TABULATED VALUES ARE CALCULATED FOR: Fy = 60,000 PSI FOR REINFORCING BARS F0 = 4,000 PSI FOR CONCRETE S101 REINFORCED CONCRETE NOTES TYP ...__,., S SHEET 2 OF 3 08/31/07 /1 EXTEND EXPANSION JOINT MATERIAL TO SUBGRADE WHEN SLAB ON GRADE • • -... t-,,--.-'1 • .-----.-."" IYr:-,-c . .,,. ·'--1:.-----... t-... ~ 4 q '<._~ /y /-..."«{y.("-/ ,('{ SUBGRADE __/ G) DETAIL-SLAB ON GRADE "W" /2 BUT NOT - LESS THAN 1/4" "W" ---+-+-CAULK WITH SYNTHETIC RUBBER SEALING COMPOUND i:c=J====--.-===-:.1--~-sYNTHETIC SPONGE -RUBBER FILLER ·~ ' ~ ,I..-• SYNTHETIC SPONGE --_-J-;_:4,~---1JR5oi~J,_._,~+ RUBBER EXPANSION , , JOINT MATERIAL NOTES: ED DETAIL 1. FOR WALLS, FORM ALL JOINT EDGES AT 1/4" CHAMFER. 2. FOR SLABS, EDGE TOP OF EXPOSED SLAB JOINT EDGES AT 1/4" RADIUS. 3. FOR UNDERSIDE OF EXPOSED SLABS, FORM JOINT EDGES AT 1/4" CHAMFER. 4. "W" = 1" UNLESS OTHERWISE INDICATED ON THE DRAWINGS. MIN JOINT WIDTH= 3/8". MIN JOINT~H = 3/8". 5. USE ~ AT UNDERSIDE OF SLABS ON GRADE ONLY. USE E!3 AT ALL OTHER LOCATI S. S130 EXPANSION JOINT TYP .,,___., NS SHEET 3 OF 3 03/16/09 ~ Underground Service Alert VERIFY SCALES w ~l'o,ESSJo,v_, w z 1v"' ~OM ,/ BAR IS ONE INCH ON ~ ,3' CC?:-' ' ~ ORIGINAL DRAWING z " Call: TOLL FREE w !!I z "' w l~ No. C 1357 £ (') 0 1" ~ ... 1-800-227-2600 ~~.09 30/14 * ---~ (') " IF NOT ONE INCH ON (i , ,-CIVIi.. #;'" Q ~ -.., ~ o, c,\.11° Lil TWO WORKING DAYS BEFORE YOU DIG THIS SHEET, ADJUST □ 0 SCALES ACCORDINGLY D. TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. E. HORIZONTAL BARS IN CIRCULAR WALLS OF HYDRAULIC STRUCTURES SHALL BE SPLICED WITH TOP BAR LAP SPLICES. ADJACENT LAP SPLICES SHALL BE STAGGERED HORIZONTALLY BY NOT LESS THAN ONE LAP LENGTH NOR 3 FEET FROM CENTER OF LAP SPLICE BELOW TO ADJACENT CENTER OF LAP SPLICE ABOVE, AND SHALL NOT COINCIDE IN VERTICAL ARRAYS MORE FREQUENTLY THAN EVERY THIRD BAR. REINFORCING BAR LAP SPLICE 2" CLR (TYP) ---,1-+...- 1/ GXD 3 SEE NOTE 5 I ~-~--==·~r·1m;e1 ~~ .: -~ 4-• ·.~""'. • -~ SYNTHETIC SPONGE SYNTHETIC SPONGE _ __..,.., -RUBBER EXPANSION RUBBER FILLER (TYP) ,,:. ,;,-•' , . ,,,-JOINT MATERIAL 4 • • 4 -. ' • • ., . . • .4 ·< ,, . • BAR MINIMUM MINIMUM CLEAR LAP SPLICE LENGTH (INCHES) COVER BAR SPACING I SIZE (BAR DIA) (BAR DIA) TOP BARS OTHER BARS ~ GXD #4 MORE THAN 1 MORE THAN 2 32* 25* MORE THAN 2 MORE THAN4 20 16 #5 MORE THAN 1 MORE THAN 2 40* 31 * MORETHAN2 MORE THAN 4 26 20 #6 MORE THAN 1 MORE THAN 2 48* 37* MORE THAN 2 MORETHAN4 30 24 #7 MORE THAN 1 MORE THAN 2 70 * 54 * MORE THAN 2 MORE THAN 4 43 33 #8 MORE THAN 1 MORE THAN 2 81 * 62* MORE THAN 2 MORE THAN 4 50 38 #9 MORE THAN 1 MORE THAN 2 90* 70* MORE THAN2 MORETHAN4 56 42 #10 MORE THAN 1 MORE THAN 2 104 * 81 * MORE THAN 2 MORE THAN4 62 48 #11 MORE THAN 1 MORE THAN 2 114 * 88 * MORE THAN2 MORE THAN 4 69 54 NOTES: 1. THE SPLICE LENGTH SHALL BE SELECTED ONLY WHEN BOTH REQUIREMENTS OF THE COVER AND BAR SPACING ARE SATISFIED. 2. *= IF THE CLEAR SPACING IS LESS THAN OR EQUAL TO TWO BAR DIAMETERS OR THE COVER IS LESS THAN OR EQUAL TO ONE BAR DIAMETER, THE LAP SPLICE LENGTH SHALL BE INCREASED BY 50 PERCENT. SEE NOTE 5 3 3 NON-WATER BEARING SLAB OR WALL SEE NOTE 5 fA'yB\ ~~-+--+--2" CLR (TYP) SYNTHETIC SPONGE RUBBER FILLER (TYP~ ''-CL EXPANSION JOINT SYNTHETIC SPONGE---..t~- 4 .• rn•• '---.. • ,-:_ _,.,---~WIRE TIES AT 2'-0" RUBBER EXPANSION . -.4~.,----,~-:;,,-,;:-,rl. QC MAX. HOG RING JOINT MATERIAL MAY BE USED IN LIEU • OF WIRE LOOP. (TYP) CL WALL, OR SLAB_ ,,:. 1"" , , • ·' 1 ••.,,,_:,,, 9" CENTER BULB WATERSTOP. CLEAN THOROUGHLY BEFORE PLACING CONCRETE. SEE[~] ~ - • / 4 • V • ' • • ' 41/2" ~ .. 4 ' ' q • q • q •• ~ GXD 3 3 ' WATER BEARING SLAB OR WALL aj3C[ EXPANSION JOINT SEE NOTE 5 TYP \ .,,,. S SHEET 3 OF 3 08/31/07 03/16/09 -BAR SIZE AND SPACING AS 11 INDICATED ON THE DRAWINGS TYP) -O" • Y[> • I ,,,. Ii\ . . 0 I ' HOOK /_ O" O" -PLACE BARS AS SHOWN. BAR SIZE SHALL MATCH LARGEST BARS IN CONNECTING MEMBERS. (TYP) 3/4" CHAMFER -BAR SIZE AND SPACING AS INDICATED ON THE DRAWINGS (TYP) ,-3/4" CHAMFER .---O'' -PLACE BARS AS SHOWN. BAR SIZE SHALL MATCH LARGEST BARS IN CONNECTING MEMBERS. (TYP) ,---O" HOOK7 .---2" CLR rALTERNATE DIRECTION OF HOOKS i!J .~ .I . V 7 -1 .p I! A ' • ' w u • :::; a. (/) . ' a. • •• :'5 ' ;;; " '\ w PLACE BARS AS SHOWN . u BAR SIZE SHALL MATCH ' :::; • a. LARGEST BARS IN (/) CONNECTING MEMBERS. a. <( (TYP) O" ' _J /;i ~ NOTE: 1. HOOKS SHALL BE ACI STD 90 DEGREE HOOKS. • PLACE BARAS SHOWN. BAR SIZE-• SHALL MATCH LARGEST BARS IN CONNECTING MEMBERS. (TYP) r;---. ~ ./.,(! l!l ". (i ~ ,...,---_ --JI1S \-~ .. ;g;:::~~-BAR SIZE AND SPACING AS __ ,?-:::---i-:1 " INDICATED ON THE DRAWINGS -(TYP) I "AS BU I LT" '/~"½L-L~ RCE ___ EXP. ___ _ ST-01 S144 REINFORCEMENT AT CORNERS AND JUNCTIONS REVIEWED~ TYP ,,__ __ ., S 08/22/08 ~ = L INS JSHEEll CITY OF CARLSBAD ~ 1----+--~f--------------------1---+-----lf-----l----l ~ ENGINEERING DEPARTMENT ~ t----+----+-------------------+----+----+---+----1 ;;;,M==P;R;:O;:::VE;;M~E~N:;T;:PL==A:;N;::S;:FO;::R;:::::=C:.=A:;R==LS;;B::::AD~M==uN==/:;C/;PA:::L:=i'l(==)\==T==E:;R:;:D==,s==rR;clc'=CT;:==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL STRUCTURAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR ~~ Z:L~7;.Lu~~ER o.r. d~ ENGINEERING MANAGER PE 28176 EXPIRES. 3/31/14 ;;~TE DWN BY: PS I PROJECT NO. I DRAWING NO. ~~~g ~r Jig . 5025 4 77--2 (/)0 l :;E ~ G) .j:s ...... .j:s 0 " ---., .j:s I NN ~---------------------. ~ Cl w ~ "X"/2 (TYP)--H~ I "X" (TYP) ~f----t-~ -FOR RECTANGULAR OPENINGS, ADD 4 -#5 x 5'-0" DIAGONAL CORNER BARS FOR WALLS AND SLABS 10" THICK OR LESS. IF TWO MATS, LOCATE ON INSIDE OF ONE MAT. FOR WALLS AND SLABS 12" THICK OR THICKER, ADD 4 -#5 x 5'-0" DIAGONAL CORNER BARS FOR EACH MAT OF REINFORCING. CIRCULAR OR RECTANGULAR OPENING • .,; "' ,; .. .,; "'"' ., ,; • .., ' " • .,; ,-ADD BARS ON EACH SIDE OF OPENING (TYP) -"S"(TYP) -"S"/2 (TYPJ • • ' ' • . • ' ' ' • • • . . ' 1i:' i< ~ -BARS AS INDICATED ON THE DRAWINGS . • • ' • Cl . w ' . I-a. (/) ) • ::, 0:: • 0:: <( 0:: "' / • w I-• z . • • . 2" CLR (TYP) • [X --IH+--1--1-+- H+s!--+-'-t-t-,H---t-+--ADD BARS ON EACH SIDE OF OPENING (TYP) l---+-----ll---+---11--+-~---t---BARS AS INDICATED ON THE DRAWINGS INTERRUPTED BARS NOTES: 1. AREA OF ADD BARS AT EACH EDGE OF OPENING IN EACH DIRECTION SHALL BE EQUAL TO OR GREATER THAN 1/2 THE CROSS SECTIONAL AREA OF THE INTERRUPTED BARS. 2. PROVIDE STANDARD ACI HOOKS ON BARS IF STRAIGHT EXTENSION PAST THE OPENING, CANNOT BE ACHIEVED. 3. PLACE ADD BARS IN SAME PLANES AS INTERRUPTED REINFORCING. 4. PLACE #5 DIAGONAL BARS UNDER INTERRUPTED REINFORCING. 5. i< = DIMENSION EQUALS OPENING DIMENSION MEASURED PERPENDICULAR TO ADD BARS PLUS LAP SPLICE LENGTH. S180 ADDITIONAL REINFORCING AT OPENINGS IN TYP CONCRETE SLABS OR WALLS ,.,___, NS 07/31/08 z ~ b . >( 0 ~ SST AB WITH 2 TO 4 THREADS EXPOSED < • • q ; ..; q w I-0 A z • w 4 w (/) q • I/ 118 V - NOTES: < A "D"T SST LOCK NUT ¼-SST LEVELING NUT "-~ EQUIPMENT BASE OR SOLE PLATE +-, I-~ / I I "''·•··.;,>: .... ___ .,,, • <l q ' . I'-.. 4 ' • 4 ' "· IY I\, :,_. • A • 1 1/2" NON-SHRINK GROUT H 4 ,,n-~--t-~ 1/8" MIN WALL THICKNESS :> '" SST PIPE SLEEVE. Z ,.,___. q.-"?" ID= BOLT DIA+ 2" MIN. I· 11·~ ' f'---..__ 1/4" SST PLATE < • q 4 I q T~:J ' t • 1/4"7 ' SYNTHETIC RUBBER SEALING COMPOUND BEAD CONTINUOUS ALL AROUND EQUIPMENT BASE OR SOLE PLATE 1. "D" = DIAMETER OF ANCHOR BOLT. -++---1/4" ' ®DETAIL 2. ANCHOR BOLT DIAMETER AS INDICATED ON THE DRAWINGS. IF NOT INDICATED ON THE DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. 3. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT, PROVIDE EXTRA THICKNESS OF SLAB OR BEAM. 4. PREFABRICATED PLASTIC ANCHOR BOLT SLEEVE OPTIONAL. 5. DO NOT USE ALL THREAD RODS AS A SUBSTITUTE FOR BOLTS WITH ABOLT HEAD. SMOOTH RODS THREADED AT THE ENDS MAY BE USED IF ACCEPTABLE TO THE ENGINEER. DO NOT WELD NUTS TO THE THREADED RODS. ~ ANCHOR BOLT -EMBED AND SLEEVE TYP N 07/31/08 >- (/) ' '.:5 i PROJECT NO. 8362A10 FILE NAME: 8362A10-00-ST-02.dgn CL ANCHOR BOLT I -+---+--SEE NOTE 2 "D"--H~ EQUIPMENT BASE OR SOLE PLATE 3" MIN ALL AROUND -+--+-1 :1 SLOPE (TYP) LAP SPLICE 3/4"--, CHAMFER\ ie -1 1/2" NON-SHRINK :CJ I GROUT · ··a!>-·'' -· c.,· -·,:·'< ',;.:-; ,··; .. _,·:-,:_,;,._-_._, '.-<;'·>':''. '>·-,,.•,·· · ''.1_. •;,:_'\ II ·1 I ll" f;. II ! 1t>II 11 1--1 1111 • -11 I _I 11 ,1 11 . ,, 11 1 ,II ,.,..-#5@12"H1E(TYP4SIDES) · 11 I I 11 · II " II I ,,iJ II I I II I> 11· I I II i,:r--. JI I I _.11 . II 11 ,11 II _ 11 I I , ' 11 , 11 ,::L_..f--#5@ 12" (TYP 4 SIDES) • ...JLU....JL . ,I IL,l_l_.11.. (! 1> '--H~-' 1> • ,t-H= • ' ., " ' ' ' ' ' ' ". • I I I I J 11 I I "--'+---t-~ 2" CLR (TYP 4 SIDES) I f· I - • I ii' t, a_t>I. I • • " ' ' • ' ' . • ' • • ROUGHEN CONCRETE TO _J 1/4" AMPLITUDE AND -3" CLR FOR SLABS ON GRADE. 2" CLR FOR ALL OTHER SLABS. COAT WITH EPOXY RESIN/ PORTLAND CEMENT BONDING AGENT ANCHOR BOLT I S310 I ~ NOTES: 1. "D" = DIAMETER OF ANCHOR BOLT. 2. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "D". 3. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT, PROVIDE EXTRA THICKNESS FOR SLAB OR BEAM. 8 EQUIPMENT BASE p N 04/30/07 SST AB WITH 2 TO 4 THREADS EXPOSED. SEE NOTE 3 "D"-++- SST LOCK NUT / / SST LEVELING NUT ~' /~EQUIPMENT BASE OR SOLE PLATE 1 1/2" NON-SHRINK GROUT ' , ' iii ';! ~,....-NON-SHRINK GROUT ' 1, ;)Ri---+--1/8" MIN WALL THICKNESS ~ ?" , 'ji . r;_ . ;, ' , ?" SST PIPE SLEEVE. -I "' -ID= BOLT DIA+ 2" MIN . ~ I/ ~SST PL 1/2" x SLEEVE DIA+ 2" SQ FOR BOLTS 1 1/8" DIA AND SMALLER. PL 3/4" x SLEEVE DIA + 2" FOR BOLTS LARGER THAN 1 1/8" DIA. -++---1/4" 118 V 1/4" 7 '-:-·;,-;'<'" SYNTHETIC RUBBER SEALING ~?'-;;(;: re,,~,;,,,';:?" COMPOUND BEAD CONTINUOUS -"" 4 ALL AROUND EQUIPMENT BASE q\ 4 OR SOLE PLATE ". NOTES: 1. "D" = DIAMETER OF ANCHOR BOLT. ED DETAIL 2. ANCHOR BOLT DIAMETER AS INDICATED ON.THE DRAWINGS. IF NOT INDICATED ON THE DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. 3. DO NOT USE ALL THREAD RODS AS A SUBSTITUTE FOR BOLTS WITH A BOLT HEAD. ~ ANCHOR BOLT -IN SLEEVE TYP N 07/31/08 ~ Underground Ser;ce Aler\ VERIFY SCALES w ~l'-ofEss10,., w 2 <> QM 'f< BAR IS ONE INCH ON a .f->::-,'? ' ~ 'k 2 ,_ 0. Call: TOLL FREE ORIGINAL DRAWING w !!! 7- w ~I "" "1 ' 0 1" 2 ~ No. C' 0357 s! ~ 1~800-227-2600 J ~.09 30/14 * .... ~ CIVIi-#" "1 IF NOT ONE INCH ON u !:2 w ~OF C~l.\'O Lil TWO WORKING DAYS BEFORE YOU DIG THIS SHEET, ADJUST a 0 SCALES ACCORDINGLY NOTES: 1" GROUT OR ASREQD~ 3"MIN (TYP) 1· I TOP OF SLAB ANCHOR BOLT\ AS REQD EQUIPMENT LAP \ SPLICE L I I I ' 1'-0"MIN / #4@12" EW z ::, "" I ., I \ I ~ ,,.. 1. PAD DIMENSIONS, ANCHOR BOLT SIZE AND LOCATION AND OTHER EMBEDDED STEEL SHALL CONFORM TO EQUIPEMENT MANUFACTURER'S RECOMENDATION. S303 CONCRETE EQUIPMENT PAD TYP 12/18/12 OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 3" MIN ALL AROUND -\ 1 : 1 SLOPE (TYP) NOTES: ;--_SEENOTE3 "D":---- ANCHOR I S312 I BOLT ~ I LAP SPLICE " " . " " " " " " q " " q ' ' • " • " " " " q . ., " q 4 ... " (~[_._:::i_J-·l • • ' • , ' • ' ~ ' ' .. .. 1 1 /2" NON-SHRINK GROUT TOP OF SLAB 3/4" CHAMFER -SEENOTE4 ,--z ;, c,,-~ E-'° ' ;.. LAP SPLICE (TYP) 1. "D" = DIAMETER OF ANCHOR BOLT. 2. PAD DIMENSIONS AND ANCHOR BOLT SIZE SHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. 3. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "D". 4. HEIGHT VARIES TO SUIT EQUIPMENT FURNISHED OR AS INDICATED ON THE DRAWINGS. ~ ISOLATED EQUIPMENT PAD TYP N 04/30/07 RE6 ~ INSPECTOR STRUCTURAL TYPICAL DETAILS PCHF AT THE MAERKLE RESERVOIR ST-02 A, PPROVED WILLIAMµ,JJMMER .At&q;;, z:-: ~--= o.,,-/4:>m ENGINEERING MANAGER PE 28176 EXPIRES 3/31/14 'DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PS I PROJECT NO. I DRAWING NO. 2~~g ~{; J;g . 5025 . 477-2 -. __ _______, . V> 0 ::, (1) ~ (1) G) ,-t ~ ! f',J ~ I, 0 -..J ' -+, -...J ~ I f',J f',J