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HomeMy WebLinkAboutDWG 420-3; 3890; MAHR RESERVOIR; 01-37I:: 0 0 E E a:: w (/J :::, I 5 \' ,() 78 ·7 \ CARL BAD \\ Q \\ -Q./.i,,l.to 'ti ~' ',, "'Cit >n '\ ,f."'::> ,/ \. ,..,,- -\\ PALOMAR AIRPORT R 0 LOCATION MAP CC\ · L lffl6 WORLD TRAOE IJllllf. SUITE 312 S.1110E&O, CAI.IFaNA !12121 E N G I N E E R S -IT~ FullS-5463 P.DWQ NO SCALE MAHR 8 SAN MARCOS PROJECT LOCATION CONSTRUCTION PLANS FOR RESERVO R M PROVEM EN TS CONTRACT NO, 38901 J (S\1\/RCB PROJECT NO C-06-3903-290) SAN EL/JO RD CARLSBAD MUf\llCIPAL WATER CARLSBAD, CALIFORNIA DISTRICT BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT MATT HALL -VICE PRESIDENT ANN J. KULCH/N -DIRECTOR MARK PACKARD -DIRECTOR NORINE SIGAFOOS£ -DIRECTOR RAYMOND R. PATCHETT EXECUTIVE MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING JANUARY 2005 VALLECITOS WATER DISTRICT RE~i¥:~ ~ ~ ~ 1/4e,(0z DENNIS LAMB DATE DIRECTOR OF ENGINEERING &: OPERATIONS f ACCESS RD C ~ !? §) ~ LOCATION MAP NO SCALE PROJECT SITE DISCIPLINE DWG 1'40 G1 "AS BUILT" /(~1 (' g.5? :L P.E. zg,7,;, EXP. 3•3/· CZ 09-/,4 ·l'i) DATE DATE fsHEE11 CITY OF CARLSBAD I SHEETS I 1---+----+-----------+---+---1-------,1----1 L...!_J ENGINEERING DEPARlMENT 37 l---+----+-----------+---+---l-------11----1 1---f----1------------+---+--~--,I-----I IKPROVEIO:NT PLANS roR: -. t----+---+----t MAHR RESERVOIR IMPROVEMENTS TITLE SHEET VICINITY AND LOCATION MAPS APPRO_VED WIWAMNLUMMER ~---+---+-------,r-------1---1 /4 «<1A ' f ~= w 1 4-1:Z-Off ~-+----,--r,~,r,-;:;;-,;,;r--------,---,---t---t----t ll£1'UTY aTY ENGINEF!: PE 28179. ElCPll!ES 3/31/08 DATE 'JIS-8i//LT DWN BY: SeA s I PRO.ECT NO. I DRAWING NO. DATE 1N111AL DATE 1NmAL CHKD BY JJ/Ms REVISION DESCRIPTION 011£R APPR(lYAL CITY APPROVAL RVWD BY; ii 3890 420-3 DATE INmAL ENGINEffl OF WCftK _., - Cl) t:.J I u z z C .LJ =E _J -G) <( 0 u C/J "T1 .,:::.. _J (.,) I\) < ...... 0 z I -u,) l'.l 0:: 0 " E C " :, ., E ci_ Lu V1 ::::, ._ .IC C ~ ., -c"' ., ..J ~ ~ Ox 01 0.,, >,O :2 ... _.,,.-N "'"' E .. ou> "u... :, Lu ., "' EX / ., "' C ARCHITECTURAL / STRUCTURAL, 11111] ~ ~ CONCRETE REINFORCEMENT IN SECTION PRECAST CONCRETE MORTAR, GROUT OR PLASTER CONC MASONRY WALL SECTION, BRICK OR CAST IRON GRATING SP AN ◄•>---•► CHECKER PLATE STEEL OR STAINLESS STEEL ALUMINUM ~ l>>c<I I I 111 i I I 11 i I I I 1 e ------- 00 NEOPRENE, RUBBER OR PLASTIC OPENING OR DEPRESSION IN SLAB OR WALL OPENING 'MTH GRATING COVER OPENING 'MTH CHECKER PLATE COVER JOINT FILLER WATER STOP HANDRAIL SLIDE GA TE OPENING AND DESIGNATION WOOD MECHANICAL PIPE AND FITTING9 SINGLE LINE --jf- ---<§>--- ' L I I E ·~I -~rnf--- ---<I I :1--- DOUBLE LINE t-, --ffit---~tl FLANGED JOINT fr :8: ~ PLAIN OR GROOVED END ,-· ·-· MECHANICAL COUPLING a-~ PUSH ON, MECHANICAL f--·-· ·-·-4-OR BALL AND SOCKET JOINT f--·-·±·-·-4-Ytt:LDED JOINT ~ SLEEVE TYPE ~ MECHANICAL COUPLING RES"IRAINED SLEEVE TYPE MECH AN I CAL COUPLING ~ FLANGED COUPLING ~ADAPTER -b--~#~_·-4-~ RES"IRAINED FLANGED --ff -COUPLING ADAPTER fr~=-=-:::jffiiU~_::::_::9+-GROOVED END ADAPTER [l-FLANGE ~UNION PIPING DESIGNATIONS NEW PIPING r-PIPING SYSTEM (-4=•-s~Ac---s) SYMBOL PIPE SIZE _____r EXISTING PIPING SINGLE LINE DOUBLE LINE --n--~ ELASTOMER AND FABRIC ~ EXPANSION JOINT -----L -:n__ EXPANSION JOINT u:::· ·---, (SEE SPECS FOR TYPE) ,/\1\N--~ FLEXIBLE METAL HOSE 0HI--~---.-·-4-ELIBOW UP G-+1-- -+0-+-TEE UP I 8 I ~TEE DOWN +-@-t-: = ~LATERAL UP I 8 I ~ LATERAL DOWN ---t>t---~.CONCENTRIC REDUCER (1) ~ ~ ECCEN"IRIC REDUCER SECTION AND DETAIL DESIGNATIONS SECTION CUT ON DWG S.302 ' ~---SECTION NUMBER ~--DRAl'llNG WHERE SECTION APPEARS (2) ON DWG S.300 THIS SECTION IS IDENTIFIED AS: ~--SECTION NUMBER SECTION· ,r 1 ..._/ :B E ~~----------------· 1 /2"=1'-Q" SCALE_/ I SJ02' \.: ~ "---_ DRAl'llNG FROM WHICH SECTION WAS TAKEN " .. cCIO 0 ..... -o co ~"' :, . o'° o~ 0> /o oz CCV L 121'6 -,i TIMI£-£. SUIT£ 112 SM DOU, CAL"'°""-' ,nn (.3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER ABBREVIATIONS AB ANCHOR BOLT AC ASPHAL TlC CONCRETE ALT ALTERNATIVE ALUM ALUMINUM ANSI AMERICAN NATlONAL STANDARDS INSTITUTE APPROX APPROXIMATE ARCH ARCHITECTI.IRAL AS AJUSTABLE SPEED AWWA AMERICAN WATER WORKS ASSOCIATlON BA BACK WASH AIR BC BEGINING OF CURVE BF BLIND FLANGE BFV BUTTERFLY VAL\£ BLDG BUILDING 'i_ CENTERLINE CLR CLEAR CF CHLORINE FEED CFM CUBIC FEET PER MINUTE CMU CONCRETE MASONRY UNIT CO CLEAN OUT CONT CONTINUOUS CONC CONCRETE CS CONSTANT SPEED CU CUBIC DET DETAIL DI A DIAMETER DIST DISTRICT DWG DRA'MNG E EAST EA EACH EC ELECTRICAL CONDUIT, END OF CURVE EF EACH FACE, EXHAUST FAN EL, ELEV ELEVATlON ELECT ELEC"IRICAL EQUIP EQUIPMENT EQUIV EQUIVALENT EQ EQUAL EW EACH WAY EWEF EACH WAY EACH FACE EXIST EXISTlNG EXP EXPOSED OR EXPANSION F FILTRATE FAB FABRICATED FF FINISHED FLOOR FL FLO'MLINE FRF' FIBERGLASS REINFORCED PLASTIC FS FAR SIDE FT FOOT OR FEET GAL GALLON GALV GALVANIZED GRTG GRATING GEN'L GENERAL GPM GALLONS-PER-MINllTE GSP GALVANIZED STEEL. PIPE HO HYDRAULIC OIL HORIZ HORIZONTAL HP HORSEPOWER HR HANDRAIL HY HYDRAULIC ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH OR INCIHES 1/0 INLET/OUTLET INV INVERT //////// //////// //////// EXISTING EQUIPMENT OR MATERIALS TO BE REMOVED TO BE BUil T FOR FUTURE REMOVAL NEW FACIUTIES (SOLID) EXISTING (SCREENED) PROPERTY LINE, PHANTOM LINE OR MATCH LINE CENTERLINE HIDDEN LINE OR FUTURE IMPROVEMENTS GENERAL CIVIL DETAILS SOIL BORING AND DESIGNATION HYDRANT UTILITY POLE SURVEY MONUMENT JT JOINT KO KNOCK OUT M MOTOR MAX MAXIMUM MILS MILIMETERS MFR MANUFACTURER MG MILLION GALLON MECH MECHANICAL Mg/L MIUGRAMS PER LITER MGD MILLION GALLONS PER DAY MIN MINIMUM MH MANHOLE MO MINIMUM OPENING M'ML MEAN WATER LEVEL N NORTH NC NORMALLY CLOSED NG NATURAL GAS NO NUMBER, NORMALLY OPEN OC ON CENTER OD OUTSIDE DIAMETER OF OVERFLOW OPNG OPENING P PRESSURE ft PROPERTY LINE OR PLATE PA PNEUMATIC AIR PE POLYETHYLENE PSF · POUNDS PER SQUARE FOOT PVC POL YVINYLCHLORIDE Q FLOW RAD RADIUS RED REDUCER REINF REINFORCE REQ'D REQUIRED RRW RECLAIMED/RECYCLED WATER SBA SCREEN BACKWASH AIR S SLOPE, SOUTH OR SEWER SCH SCHEDULE SD SANITARY DRAIN S.D.G.&L SAN DIEGO GAS AND ELECTRIC SE SECONDARY EFFLUENT SECT SECTION SF SUPPLY FAN SPECS SPECIFlCATIONS SST STAINLESS STEEL SSPWC STANDARD SPECIFICATlONS FOR PUBLIC WORKS CONS"IRUCTIONS STA STATION STD STANDARD TOW TOP OF WALL TOG TOP OF GRATING TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAR VARIABLE VCD VERTICLE CLOSED DAMPER W WEST OR WATER WS WATER SURFACE WSTP WATERSTOP W/ 'MTH WWF WELDED 'MRE FABRIC YD YARD sz 0 & L ± WATER SURFACE AT AND ANGLE CENTER LINE NOTE DESIGNATION NUMBER OR POUND PLATE OR PROPERTY LINE PLUS OR MINUS PERCENT ROUND OR DIAMETER VALLECITOS WATER DISTRICT BURIED VAL\£ MANHOLE Des CATCH BASIN OR INLIET -0- 0 8 s () SURvt:Y CONTROL POINT POINT OF CONNECTION (POC) POINT OF DISCONNECTION +(POD) R~BY:&~ (~~~ 1(t,t~ DENNIS LAMB DATE DIRECTOR OF ENGINEERING & OPERATIONS ------ --s-- OR --w-- ~ ~ (SSSSSS'l --110 -- --110 - '20.0 110.50 I 112.50 / 112.00 3: 1 y y CIVIL NEW PIPING EXISTING PIPING EXISTING FENCE (OR SCREENED) NATURAL GROUND OR GRADE GRANULAR MATERIAL SUCH AS CRUSHED ROCK OR GRAVEL PAVEMENT IN PLAN (TYPE AS NOTED) GUNITE IN PLAN (TYPE AS NOTED) AC PAVEMENT IN SECTION EXISTING GRADE CONTOURS (OR SCREENED) FINISH GRADE CONTOURS EXISTlNG SPOT ELEVATION (OR SCREENED) FINISH GRADE SPOT ELEVATION TOP OF CURB ELEVATION GUTTER OR GROUND ELEVATION , SWALE OR DEPRESSION EDGE OF WATER; FLO....,_INE WITH DIRECTIONAL ARROW SLOPE (.3 HOR. TO 1 \£RT.) CUT OR FILIL SLOPE; ARROWS POINT DOWN SLOPE TREES, SHRUBS OR HEDGE MISCELLANEOUS DEVICES SHEET NO 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36 37 UTlLITY STATION (LETTER DESIGNATES TYPE AS SHOWN IN DWG M1) LJ IWI HOSE RACK O co ---<Cl FLOOR DRAIN CLEANOUT HOSE BIBB INDEX OF DRAWINGS DRAWING NO G1 G2 G3 D1 C1 C2 C3 C5 P1 P2 PJ A1 A2 A.3 51 S2 S.3 S4 55 S6 M1 M2 M3 M4 M5 M6 M7 MB M9 E1 E2 E3 E4 E5 E6 E7 DRAWINGS TITLE TITLE SHEET, VICINITY AND LDCATlON MAPS INDEX OF DRAl'llNGS, SYMBOLS AND ABBREVIA TlONS GENERAL NOTES INTAKE STRUCTURE DEMOLITION PLAN AND SECTIONS GENERAL SITE PLAN YARD PIPING PLAN ACCESS ROAD IMPROVEMENTS CIVIL DETAILS RECYCLED WATER MAIN REPLACEMENT PROCESS SCHEMATlCS, SYMBOLS AND NOTES INLET/OUTLET VALVE SYSTEM PROCESS FLOW DIAGRAM AERATION AND REa.RCULATlON PROCESS FLOW DIAGRAM CONTROL BUILDING ARCHITECTURAL PLANS CON"IROL BUILDING ELEVATIONS AND FINISH SCHEDULES ARCHITECTURAL STANDARD DETAILS TYPICAL S"IRUCTURAL NOTES TYPICAL STRUCTURAL NOTES TYPICAL STRUCTURAL DETAILS TYPICAL STRUCTURAL DETAILS CONTROL BUILDINC S"IRUCTURAL PLANS S"IRUCTURAL DETAILS INLET/OUTLET PIPE PLAN INLET /OUTLET PIPE SECTION AERATION/CHLORINA110N MECHANICAL PLAN AERATION/CHLORINATION MECHANICAL SECTIONS CON"IROL BUILDING MECHANICAL PLAN AND SECTIONS CONDUIT BANK ANO PEDESTAL PIPE SUPPORT SECTlONS & DETAILS PULL BOX PIPE ARRANGEMENT CHLORINATION PIPING SCHEMATlC AND MECHANICAL DETAILS MECHANICAL DETAILS LEGENDS AND SYMBOLS MAHR RESERVOIR REMEDIAL IMPROVEMENT PLAN SINGLELINE DIAGRAM, LOAD CALCS ,SCHEDULES POM:R PLAN UGHTlNG PLAN CONTROL SCHEMATlCS, RTU 1/0 DIAGRAM RTU & PLC I /0 DI !\GR AMS DISCIPLINE DWG NO G2 "AS BUILT" Ui!fir I z'~ 9z • 09·/,f·/# P.E.t.•04 EXP ;1:::1/• /,L DATE REVIEWED BY: f.e)"•? 8--0:f?> INSPECTOR DATE t------i---+------------------ii----i---1-----t--1 DIPROVDIENT PLANS FOR: MAI IR RESERVOIR IMPROVEMENTS INDEX Of= DRAWIIHJI.L..IYIIIIOLI .I.ND ABBREVIA'rwONI AP~~?~D _ 'MLLIA~J~UMMER "· ~ 4, t~..:..112::1,:i,:1,,__-:----:-~-,~-"' .. ( .....,.,~-----------+---+------;----t DE~UTY CITY EN PE 28176 EXPIRES 3/31 /06 DA,.-,.· ~ \ /1\, ~A~-'II-TH DWN BY: ,.. s I PROJECT NO. I DR~W.20-3NG NO. DATE INT1Al DATE INITIAL DATE INITIAL CHKD BY: JJAIS 389() ~ ENGINEER OF -REVISION DESCRIPTION OTHER N'l'IIOVAL CITY APf'IIOVAI. RVWD BY: ... . E N ~ I N I E RS 115110•1lf< ,_._._5441 _______________________ .__ ______________________________ , ________________________ .._.. .. , z z w _J <."( u (/) _J <( z C) -~ - C: GENERAL NOTES 1 . 2. 3. 4. 5. 6. MAHR RESERVOIR IS OWNED AND OPERATED BY VALECITOS WATER DISTRICT (VWD). CARLSBAD MUNICIPAL WATER DISRTICT (CMWD) IS THE AGENCY DIRECTING THE ENGINEERING IMPROVEMENTS TO MAHR RESERVOIR. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133, 48 HOURS PRIOR TO THE INITIAL START OF WORK. EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN DIAGRAMMATICALLY AND ARE BASED ON FIELD RESEARCH, RECORD DRAWINGS DRAWINGS. SOME WORK PREVIOUSLY PERFORMED WAS NOT DOCUMENTED NOR WERE ACCURATE RECORD DRA'NINGS DEVELOPED FOR ALL AREAS. THEREFORE THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION WORK OR INSTALLATION OF NEW WORK. ANY CONFLICTS INCURRED DUE TO INCORRECT INFORMATION OF EXISTING UTILITIES SHOWN ON THE ORA 'NINGS SHALL BE RESOLVED BY THE CONTRACTOR. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS NECESSARY TO AVOID CONFLICT BECAUSE OF LOCATION OF EXISTING FACILITIES. INTERRUPTION OF EXISTING MECHANICAL AND ELECTRICAL SERVICES SHALL BE COORDINATED WITH CMWD AND VWD. 7. ALL UTILITIES AND PIPELINES NOT SHOWN TO BE REMOVED, SHALL BE PROTECTED IN-PLACE. 8. ALL STATIONS SHOWN ARE CENTER LINE OF STREET UNLESS OTHERWISE NOTED. STATIONS SHOWN ON PIPELINES ARE TO THE CENTER LINE OF PIPE. 9. ALL DISTANCES SHOWN ARE HORIZONTAL DISTANCES. 10. ALL EARTHWORK AND GRADING TO BE ACCOMPLISHED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE SOILS REPORT ENTITLED "GEOTECHNICAL AND LIMITED ENVIRONMENTAL EVALUATION, ENCINA BASIN PHASE II RECYCLED WATER DISTRIBUTION SYSTEM, STANLEY A. MAHR RESERVOIR, CARLSBAD, CALIFORNIA", PREPARED BY NINYO AND MOORE, DATED OCTOBER 24, 2003 REPORT AVAILABLE IN CMWD, ENGINEERING DEPARTMENT 11. ELEVATION OF IMPROVEMENTS TO THAT ABUTTS BY EXISTING WORK SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 12. SLOPE FINISH GRADES TO DRAIN SURFACE WATER AWAY FROM BUILDINGS, WALKS, PAVING, AND OTHER STRUCTURES. GENERALLY, GRADE WITH UNIFORM SLOPE BETWEEN POINTS 'Nl-lERE ELEVATIONS ARE GIVEN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. THE CONTRACTOR IS TO COORDINATE THE RESERVOIR SHUT-DOWNS 13· WlTH CMWD. ALL REQUESTS SHALL BE IN WRITING 1 WEEK PRIOR TO THE START OF CONSTRUCTION. 14. ALL STAINLESS STEEL PIPES SHALL HAVE WELDED JOINTS PER SPECIFICATION SECTION 15067. 15. ALL MECHANICAL AND STRUCTURAL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02050. 16. THE CON TRACTOR SHALL REMOVE FENCES AS REQUIRED AND REPLACE FENCES TO THEIR ORIGINAL CONDITION IN KIND. 17. THE CONTRACTOR SHALL REPAIR ANY EXISTING UTILITIES (WATER, SEWER, TELEPHONE, ETC.) THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION WITHIN 24 HOURS. 18. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN AND SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 19. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO ROCK REMOVAL OPERATIONS. 20. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK PRIOR TO CONSTRUCTION IF ANY DISCREPANCIES OCCUR BETWEEN THESE PLANS AND FIELD CONDITIONS. 21. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN, SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. 22. CONTRACTOR SHALL REFERENCE ALL SHEETS OF THIS PLAN FOR ALL WORK OR ANY PORTION THEREOF. 23. CONTRACTOR SHALL GIVE THE CMWD SEVENTY-TWO HOURS NOTICE PRIOR TO BACKFILLING. 24. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS PRIOR TO DISCONNECTION OR INTERRUPTION OF SERVICES. 25. CONTRACTOR SHALL REPAIR ALL TRENCH EXCAVATIONS IN PAVED AREAS TO ORIGINAL BASE AND SUBBASE THICKNESSES. 26. CONTRACTOR SHALL KEEP A COPY OF DSOD'S PERMIT ONSITE AT ALL TIMES. 27. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES WITHIN THE PROJECT SITE INCLUDING ANY STAGING AREAS. \ DIVISION OF SAFETY OF DAMS NOTES: 1. BY VIRTUE OF THE LAWS OF THE STATE OF CALIFORNIA, THE DIVISION OF SAFETY OF DAMS (DSO) IS VESTED WITH THE RESPONSIBILITY AND AUTHORITY TO REVIEW AND SUPERVISE THE DESIGN AND CONSTRUCTION OF DAMS AND RESERVOIRS WHICH ARE UNDER THEIR JURISDICTION INSOFAR AS THE SAME AFFECTS THE SAFETY OF LIFE AND PROPERTY, AND MAY ORDER THE O\t\lNER TO REVISE THE PLANS, SPECIFICATIONS, AND SITE EXPLORATION PROGRAM WHERE SUCH CHANGES ARE NECESSARY, IN THEIR JUDGMENT, TO ENSURE SAFETY OF LIFE AND PROPERTY. 2. □SOD WILL PERIODICALLY INSPECT ELEMENTS OF THE WORK DURING CONSTRUCTION, INCLUDING MATERIALS BEING INCORPORATED INTO THE WORKS, AS WELL AS TEST RESULTS AND DOCUMENTATION ASSOCIATED WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE WITH THE OWNER'S ENGINEER BY GIVING 72 HOURS NOTICE OF ANY INSPECTION OR REVIEW THAT IS REQUIRED TO BE PERFORMED BY DSOD IN ORDER TO AVOID DELA YING THE WORK AND TO ASSURE THAT THE OWNER'S ENGINEER HAS SUFFICIENT TIME TO COORDINATE DSOD;INVOLVEMENT. 3. DSODS INSPECTION AND APPROVAL OF THE FOUNDATION FOR THE CONCRETE CONDUITS, PIPE SUPPORTS, AND THEIR REINFORCEMENTS IS REQUIRED PRIOR TO CONCRETE PLACEMENT DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670.3 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CARLSBAD MUNICIPAL WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ____ ___.H_._.D ..... R...,,/'--'C...,.G~v~I _________ _ ADDRESS: ___ ...... 1_,,_?....,3=9 6U,......IWLUQ-"'-R....,I _...Q'--..-UTR_,_,A,,,.Q.u,E-..1.<0....,,R ..... ) Yci..E.,..., S.u.l ..... 11 J.,_,_E___.3 ..... l ?.,_ Cl TY, ST.-· ___ ..... S,._,A.u.N.....JD ..... I.-EG .... o_,,___..c...,,A.....J9 .... 2....,.1_._2....,.8 _____ _ BY: ___ ..,_t ·_/J_e_/ __ {6_-_cz:_>9..,_,Y_c._';._U-<A_c_-____ _ (ADEL BASSYOUNI) R.C.E. NO.: ----c;,'-'",1-.). ,-.:.,1,1;:c:~----------- EXP IRA Tl ON DA TE:_0=--'6"-"/--=3""'0..,_/=20=-0=6'----------- BENCHMARK AND BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALCULATED BEARING BETWEEN POINT NUMBERS 1118 AND 1138 SHOvVN ON RECORD OF SURVEY ~ .... MAP NO. 13928; I.E. N 09°18'53" E. PT. 1118 IS A BRASS DISC IN A CONCRETE MONUMENT, STAMPED "U.S. COAST & GEODETIC SURVEY BENCHMARK ELEV. FEET K320 1935 ABOVE MEAN SEA. FROM GRAND AVENUE GO 1.8 MILES SOUTHWEST ALONG ENCINITAS ROAD, THEN 3.0 MILES SOUTHWEST ALONG COUNT ROAD "25", 0.6 MILES SOUTHWEST TO JUNCTION OF PAVED ROAD SOUTHEASTERLY, INTERSECTION OF OLD ROAD, 28 FEET EAST OF ROAD, 29 FEET WEST OF NORTH ONE OF FIVE EUCALYPTUS TREES, 1 FOOT WEST OF THE RIGHT OF WAY FENCE, LOCATED UNDER A EUCALYPTUS TREE AT THE TOP OF THE HILL. N = 19799.32.275 E = 6262931. 915 ELEV. = 533.388 (DATUM OF NGVD 29) PT. 1138 IS A 2" IRON PIPE 'NITH A 2" BRASS DISC, STAMPED "SM 138" AT THE INTERSECTION OF RANCHO SANTA FE AND CADENCIA, GO 0.05 MILES WESTERLY TO ESFERA THEN RIGHT ON ESFERA TO THE END OF IMPROVEMENTS ADDRESS 7241 ESFERA ON DIRT ROAD, TURN LEFT (WEST), GO 0.2 MILES TO A FORK IN THE ROAD, BEAR RIGHT, GO 0.25 MILES TO ANOTHER FORK, BEAR RIGHT GO 0.05 MILES TO ANOTHER FORK IN THE ROAD, BEAR LEFT, GO 0.05 MILES TO FLAT AREA, POINT IS 1.5 FEET ON EASTERLY SIDE OF THE FLAT AREA. N ;::: 1994412.160 E ;::: 6286086.415 ELEV. = 540.92 (DATUM OF NGVD 29) "AS BUil T" DISCIPLINE DWG NO G3 - l t- ~ ~-l'3 -tiJ Ib DATE c===c==1=====================J===1===ir====1==~r.=:::::::;;::;-';:::::::;:;;;~=::;:;;:::::~:::;;:;;::::;;;;~~;:::;;;:;:;;:;;::;-r-. u f---f----+------------+--+--+---+----1 ~ CI~JQN~NG ~~~~N~AD ~ z 1----1-----+-----------+---+--+---+----t DlPROvnllNT PLANS Jl'OR MAHR RESERVOIR IMPROVEMENTS GENERAL NOTES z w _j <( ~ VALLECITOS WATER DISTRICT 1---.j....--+-----------+---+--+----+----I APPIJO~. M,,LJA ...E PLUMMER bi ,._ ~ · P. '~ ~ 4: •tz-¢ 5 --RE~Y-u 1---.------t-~;:;-;;-; -,-:,-:-;..-:-:---------+---+--t----if----1 D£PUTY CITY ENfllNEEli Pt: 211179 EJCl'lft£5 J/31/oe DA1£ _j l'l .... • / . /r) { I~ II\ lln.,_ 'JILT'' [ <( I.. .,,. (,~ CL' fe~ O'M'I BY: SPA s PRo..ECT NO. I DRAWING NO. z Cc\. L 123"w.DTRMJE-SUTE311 ,.: DENNIS LAMB DATE ~lEEER ~,.,,~ REVISION DESCRIPTION 1-0'--AlE..;;____.,i...;..N...;;.llALc..+--DAlE_. _,__N_TIAL-CRHVWOKD BBYY:. JJf'!S 3890 420-3 (.') 1 s.ut-. CAUPONA m21 . ., a,, DIRECTOR OF ENGINEERING & -..,,--O'IIIER N"Pfl.OYAL CITY APPROVAL "" ,v E N G I N E E R s ----,.,..___ OPERA llONS L.L ---'""!!!'!l!'l!'IJll'__. .... __________________________________________________________________________________________ _.o 12/ 120105 " E 0 "O :, "' E Ct' w en ::, ~ 0 30"o! ACCESS MANHOLE, SEE NOTE 2 • • 00 I 0 2"0 AIR VENT SCHEDULE 80 PVC, SEE NOTE ~ -\ , TO/FROM EXISTING. OUTLET STRUCTURE .• I • • \ EXISTING INTAKE STRUCTURE PLAN / CCV L 12396 WOIILD TUDE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92121 E N c. I N E E R $ lt5tl6W• !'104 Foxl1>1l111-546l SCALE: *" = 1' NOTES 1. DEMOLISH UPPER 9 FEET OF EXISTING 1/0 TOWER, FROM ELEVATION 551.5 F.T TO 542.5 FT. CONTRACTOR TO SAW CUT ALL CONCRETE AND REBAR AND INSERT DOWEL AND GROUT INTO EXISTING CONCRETE AS SHOWN IN DETAIL A/M6. 2. CONTRACTOR TO REMOVE COMPACTED ROCK AND REPLACE IN KIND AFTER SAW CUTTING AND REMOVING 1/0 TOWER. 3. REMOVE AND PROl?ERL Y DISPOSE OF MANHOLE COVER, GALVANIZED STEEL GRATING, LADDER RUNGS AND SLUICE GATE WITH HYDRAULIC CYLINDER. 4. CUT, CAP AND ABANDON IN PLACE 1 /2"¢ STAINLESS STEEL HYDRAULIC TUBING.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND SAFE DISPOSAL OF ANY RESIDUAL HYDRAULIC OIL. 5. CUT APPROXIMATEl.Y 2 FT OF 2"¢ SCH 80 PVC AIR VENT AND RELOCATE AIR VENT PIPE.RECONNECT TO EXISTING 2"¢ SCH 80 PVC AIR VENT DISCHARGING INTO SANITARY MANHOLE HYDRAULIC CYLINDER FOR GATE OPERATIONG, SEE NOTE 3 ~..,__ SECTION SCALE: 3/4"•1' 1 02 • • • • • • •· • • • • • . ,, • • VALLECITOS WATER DISTRICT RE,.V~9¥: /r) --?' / f/4· {/.. #t' 1(11/M DENNIS LAMB DATE DIRECTOR OF ENGINEERING & OPERATIONS ' a I Ol • "' I 00 TOP OF INLET STRUCTURE EL 551.5, REFER TO NOTE 1 \ EXISTING GROUND ELEVATION EL 2 5 \\., \._,:_'··.· .. ' .· .. · .. ·•,·'' ' ' ·. -~'4 -_. ' ' ' ,-/~~ : . ' ' •. j ~ -i~ . • l,1,J .. fl ,, { ., • •·1 ' --~ ' i ' • • i jeL " • tl , • :1, • • " •r,, ' • • • .• ~ • • • j,, • ' ' • ' 10" • • "' I • • • ' ' SECTION SCALE: 3/4"•1' OFESSl i,...8AS.s QJ "'{" i. 0 -· NO. C51336 .-7 " "' ~ EXP.JUNE 30.200f ; ,. , • ' • • ~ • ' • i t i • "' ' •• • • 2 02 ~ ··• ' • • • ' ' ' • ' , ' • • ' 3'-0" ' ' > ' ' < b I Ol 'w I ·co DISCIPLINE DWG NO 01 "AS BU IL T" 09-14•/(J P.E. zetze, EXP ,$•3/ •(Z., DATE REVl~D BY: W~ .. "" L ,.&~ INSPECTD~ r I DATE fSHml CITY OF CARLSBAD t-----+---+--------------+---+---+--t-----1 L___i_J ENGINEERING DEPARTMENT t----+---+--------------+---+---+--1----1 ~ LR_J 1----+---+--------------+---+---+--1----1 IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS INTAKE STRUCTURE DEMOLITlON PLAN AND SECTIONS -----+-------------+---+---+--+------t AM":· 1LI~:~~~~:,___ -4-12-0$ t----t----;--r7...-,,--, "',.....-------------t---r--,-----;-------. '.::DiwEPirUT~Y ~Cl:::,T'f~E~NGl~NjE~~R r=PE:::::::28~17~6 ~EXP~l~RE~S ~J/::::Jl::::/7I06~~D~ATE~~ 1-----+=-+ ...... =-"' e:.!,e=..,_ ________ --+-=-=-+=-::-,-,-+-,~-+-c-=-----4 I DWN BY: SPA G PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL D"TE INITIAL CHKD BY: JJ/11S 3S90 420-3 ENGINEE~ or WORK REVISION DESCRIPTION a™ER APPROVAL cnY APPROVAL RVOO BY: AB 120105 N ~ -a ~ _L C_) L z C w ~ _J ... <( L) 0 U) "Tl ,. _J w 9') <( ..... 0 z (_') I w er: 0 ' / ' ' / CCvL ENGINEERS / ------.SllltJII w-.CM If rra I ILl--ffM P II• IUI 1 PLAN / t·= 60' ' / / / / ·' / ; / I ' .,~--, -"---= '·"-~----¾-,.;;_ i, APPROXIMATELY ~REFER LJE"TAIL A 246-FT or NEW AND DRAWING A-1 at CHAIN UNK M-5. -·FENCE. FENCE TO·· ..... .... REMOIJE EXISTING FENCE, WITCH EXISTING. REFER NOTE 2 · ·-CbHfRoL. BUILDING .--36" X 36" CONCRETE CONDUIT BANK i CONTROL POINT DATA OESCRII' TION CONlROl BUILDING 1 FENCE 3 FENCE 5 .. 7 sumv ..!!!QHUMFNT 1 8 SURVEY MONUMENT 2 g SURVEY MONUMENT 3 , 10 MANHOLE ,.!J "'-:---NEW PARKING AREA, CORIIER COORDINATE ~-.:ooRDINA TE N1979315.36 -E626J717.94 2 N19793JJ.90 -E6263667.70 N19793111.114 -E6263791.80 4 N1979338.10 -E626J777. 94 N1979345.52 -E62637J5.40 6 N1979J45.50 -E62636J6.72 N1979274.77 E626J601. 76 N19792J6.74 -E626J640.14 El 598.66 N19791J6.71 -E626J6J9.28 El 598.75 N19790J6. 74-E626J6J8.J7 El 598.57 N1979J.30.69-E626J724.ll5 NOTES: 1 CONTRACTOR SHALL PROTECT EXISTING SURVEY t.tONUMENTS ON DAM IN PLACE. CONTRACTOR SHALL SURVEY MONUMENTS BEFORE AND AFTER CONSTRUCTION BY A LICENSED LAND SURVEYOR. 2 CONTRACTOR SHALL REMOVE APPROXIMATELY 230 LINEAR FOOT OF EXISTING CHAIN LINK FENCE AND REPLACE AS INDICATED ON DETAIL A. OlsaPUNE DWG NO C1 PLACE 8" CLASS II BASE "AS BUil T" WJt:. I / INSPEC:lOR ,,., 1/9-t,f-ljJ DATE DATE 1"= 20' DETAIL A l----1f---+-----------+---r---;---;----1 ~ 11 CIT~~NG ~~~~AD It~ IMPhuYWhT PLo\MS POR: MAHR RESERVOIR IMPROVEMENTS GENERAL SITE PLAN VALLECITOS WATER DISTRICT 0 120105 (II 0 "Tl (Ill ..... ~ N 8 E u \ \ \ \ ' \ \ / - / AND M5 . 48"X48" CONCR!:_ I l PULL BOX, TYP,f\-- ~ \ ,--36"¢ MANHOLE, . \CONTROi FlDTI:_fltH-f,/,fT __ D_RAWING A1 ;-"i::XIST ACCLSS RU ;· // ~2~0 ~<7~M----.<-;,4._ RFFE"R DETAIL , I nr----,21 I ACCESS V,l\l!I_ T A S~E DETAiL 11 /C4 © ","-----::/29 ACCESS VAULT B ---,}_,,~If-~~ ~----BURIED AlR/\TION AND PUMPED Llf1ES SEE DE-AIL 2/~ 3' MIN. COVER Sf[ St+El I C4 , 2"¢ SDR 35 PVC DRA N LINE ' ' --PUI l t:JOX B, / ',..I - r PT NO NORTHII\JG 1 979,31:'.40 1,979,310.40 1,979,282 87 1,979,276.20 '.,979,C59.09 NO I USED 1_978,771 3,; 1,979,210.1C 1,979,084.5~ t::AS-:-ING 6,263,672 74 6,263_667 74 6,263,685.89 6.263.683.55 G.263.790.39 DC:SCRIPTION ACCESS VAULT A NF CORNC:R ACCESS VAUL 7 A S'N CORNER ACCESS VAULT B NE CORNER ACCESS VAUL I cl SV\/ CDRNE'< f-<CC.ADWALI NE CCRNFR ~ CONCRETE ANCHOR ~ CONCRETE ANCHOR ~ CONCRETE ANCHOR FLOATlt\G PUMP STATIOf~ CONNECTION CABLES ---SE[_j)E"TAIL B/M7 ~ \, 3t' X ;;;;",i:;ONCRETF / - 1,979,040.26 1,979,016 35 1,9i8,9C9.31 1,978,885.83 1 978,85G 83 1,978,852.97 1,978,872.96 1,978,872.82 1,979,333 05 1,979,318.40 1,979,332.69 1,979,327.!0 1,979,231 .. 51 1,979,226.41 1,979,128.42 1,979,123.42 1,979 03152 6,263,663 85 6,?63,966.38 6,263,663.85 6,262,.798.36 6,262,,873 AB 6,254,02lb8 6,264,004 56 6,264,005 17 6,253,8'9.98 6,253,819.57 6,263,799.57 6,?63,66774 6.2 63,115.73 6,263,662 70 6,263,667.70 6,?63,646.24 6,263,65114 6,263,646.14 J"<P AIR LINE & 1 1/4"<1> RE-UR'J LINc HORIZ Pl 3'<1' AIR LINE & 1 1/4'</> RETURN LINF HORIZ Pl CABLE APPROX. LENGTH A 580' B 580' ~------- C 680' NOTE: CONTRACTOR S>-'ALL FiE~D VEHIFY APPROX. LENGTHS OF CONNECTION CABLES PRIOR TO PLACFMENT OF ORDER. NEW 24"¢ 1/0 PIPE, - SEE DRAWINC C5 -o/ FROM 550 PRESSURE ZONE I ·" . (·. \ (,-:_, l,\ CCV L 1ffl6-D TtAllE-, SUTE !tt iAN DIEGO, CAUFOINlr. H'IZI E N ~ I N f f I 5 -11-17 .. Fu11511611-SUl ,· \ / :;;-./'-.__) CONUUIT BAt,K FOFi I HYDRAUUC, \PNEUM~ -1¢ - AND PROXIM' TY swItcI~ -----CABLE, PER ioETAI' 1,o)M6 ----, ! I ,I \ i j . i ·-I/ M ' /,' 1 PULU BOX C. ; / SfE PETAIL IB/M7 µ------- \ I / I PULL; BOX uL SlE / D E T .A.ii L C / M y --------J., l - / \ , ! I ·, i EXST. 8" ¢i ACP rE'RFORATED . COLLECTOR DRl\lfl 1 EXl~JING 18~¢ ACP 1/0 PiPE 1 I : ' I !r·, ,,,. ::·)_ \_, ' v· ·-. ,/' '--', ge;>5 Sky P,r<c Cart. a-e.o::J Sen °""" a.. 9e23 {el:iB)B74-BO i \ I \ /- ' I i j r I '/ ~ CCNCR==-TE CONDUIT 8.A.',K / SEE DETAIL 5/C4 . '-~--P.ULL ROXES E ANU F, S[[{" / DE7AIL D/M7 -" 1:' ,---.. r-·--'. ----...:. ·r - ,/ /41ST!NG I /0 .. S fl~UCTLJFE SEE WC M1 --- 8 \ •-cor,JC ANCHOR SF[ DETAIL 1 /C4 -__,,_____ "-----EXST. 2"¢ SCH 80 PV::: /\.JR VENT ENCASED IN 8" CONC!<ETE ALL /\ROUND ,-~ CON NFC I ION'G!IBU::. C // W/Trl FLOATS@ 12' .QC PER SPEC 11347 s" HDP'it·oo ,7 AERATION /~ SYS I lM .SUPPLY w,TI.l_~ · / :/3)"¢ PFRFORATONS.___ __ _ ;1 SPACtD@ 4' oc BELOW 2" HOPE, DR 1.3.5 PUMPED RETURN LINESE'.'E-DE_TAIL 3-/C4 "· ; - \ \__ FLOATING Pl!I\IP SYSTEM .PER s::o::cs 11347 L'-....4=aaa-.--H=J-_J,.-""!'"'."::l~T"""",..,,....-t---/-- ' __.<~' 1· ®· .:.: -<- I \__SPRAY NQZZLE MOUNTED 111 HORIZONTAL TOWARDS CFtnTR OF RESERVOIR or--. RETURN I INF, TOT 20 EQUALLY SPACFf) @ 36' OC. s==-==-D==-TAIL 2/C2 1" CLR - 6,263,65113 6 263,653.34 1,979 026 39 6,263,658 21 1,979 029 57 1,979 0?4 43 1,979,028.66 '.97'1,023.52 1,9/9,C27 69 1,979,C22 55 1,979,280.64 • . - 4 6,263,739.04 6 263,743.89 6 263 772.02 6 263,77687 6,263,8'.l5.0, 6,263,809.87 6.263.722 . .,,U_, • 4 4 < • • /\IR LINE & 1 1/4'</> RET,JR'.J LINE BEG 'I CURVE 3"<P AIR Lll\lc & 1 1/4"<1> RETJll\J LINE RADIUS PT. R,29.00 3'</l AIR LI\JE & 1 1/4"¢ RETU9N LINE c:ND CURVE 3'</l AIH _I,1E & 1 1/4"¢ RETLC!t, LlfJE BEGIN CURVE 3"¢ l",F & 1 1/4"¢ RETURr, LINE RADIUS PT, R,20 00' 3"</l /\IR Ll~JE & 1 1/4"¢ RI: UI-H, LINE EfJD CUllVE CONTROi BUILDING NW CORl~EP COfJTROL BUILDING SE CCFir,ER PIJI I BOX /\ NW CORNFR PULL BOX A SE CORNER c'ULL BOX B NVV COilNl:'R PULL BOX B SE CORNER PULL BOX C NV\/ CORr,ER PULL BOX C SE CORNE'R PULL BOX D NW CORNER PlJLL BOX D SF CORNFR PULL "JOX E r,w CORNER PULL BOX E SF CORW'.=J PULL BOX = °',W CO=JNER PULL BOX , SE CORNER PULL BOX G NW CORNER PULL BOX G SE CORI\JER 2"<1> DRAIN LIIJE ~ TYPE 316 SST EYE BOLT EYE I\JSIDE DIA .5" RCO DIA: 1 S" ,~FINISH GRADE I -f0 ~ lJNtJE'RWATFR-ctrti-e AMctfflRS, ------rYrE .316 3ST \JUlS (2) ANfJ WASHEs; I ' ! - ' CON C /\,1:jCJ,l-GR Sf:€:NTAIL 1 /C4 ---- PLAN 1"= 40' .32 TOTAL lOUALL Y SFACED .I\LL ARCL;N::; SEE DETAIL 3/C4 j/1:3" dDPE COUPLH✓G, Pl X SST .p.,;:_x SST THR==-ADED COUPI ING ---.. 2" HDPC-, DR 13.5 1 / SPRAY IIQZZI F DETAR. DETAIL SCALE:NONE VALLECITOS WATER DISTRICT R?Z:Ye ~ DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS POL YPROPYLEN[ s;c·RAY flOLZLE 3/S";l PIPE THREAD 5/16"0 ORIFICE SPRAYlr-,G SYSTFMS C:0. MODEL. 46':>50-.3/8, OR APPROVED EQUAL 1 "X~/8" HD"'E, DR 13.5 CONCENTRIC REDUCER ,,---2"X2"X"•" ,-,OPE, DR 13.5 MOLDED RlJTI TEE 2" HDPE, DR 13.5 , 4 .., -., 4 • -., . -. , • • 24" MCHORDETAIL DETAIL SCALE:NONE , C2 ., • --,,_ "'4 ,(1 ------1-----24"x24"x24" • CAS' IN-PLACE ANCHOR BLOC!<: DISCIPLINE DWG NO C2 "AS BUil T" «/¥-¥... . L: ,60, • P.E. z•o~ EXP. ,-:, l·tl ~E_',lf~'~D BY: w~ lo,1t(' INSPECTOR D'l-14•/() OATE 0·ll-Ji> DATE t----1------4-------------4----4---+---+--I SH8EET I CITY OF CARLSBAD I SH37EETS I ENGINEERING DEPARTMENT ~=====:.'.::::==========-====: DA TE IHITIAL DATE INITIAL D/1.TE INITI/1.L ENGINEER a' WORK REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVAL llilPROVEMENT PLANS FOR: flWI{ ltC,:E I.I YARD JWl~li PLAN APP,OYED _ WILLIAIA ~IAMER ~ (fft t!f? F>>>:1<:>< 4~/2-(lf lJTY CHY ENGINEER PE 28176 EXPIRES 3/31/06 DATE D'M'< BY: SPA/DG/MS CHKD BY: JJ/MS RVWD BY All I DRAWING NO. 42(),.3 N I EDGE OF' ROAD DATA -~ .. .:i~: ' ·.; j - NO. R ~/BEARING L- N 64'23'12• W 45;02' 34.97' 191•41•45• 117.01' 114.93' 19'04'10· 38.25' -S 73'50'15" E 171.29' 60.9~' 103'47'25" I 111.09' -N 00'04'09• E 512.38' ;"• . ,.r--~,---12.50' 180'00'0o· I 39.27' -N 00'04'09" E 512.38' 85.07' 105'56'55• 157.31' -S 73'50'15• E 179.76' 13.02' 178'29'44· 40.58' -~ -'!<.-j,J;:~~~~~J~~~ .£."•·•,., ..... -~ . R ' ' "="'~.;.;i~~!-< l1J) -1 D 5 MAT EXS I. :f:0.1": UNLES THERWISE . (l ACCESS, IRD . I NOTED. . 25'-0" (TYP) \_ __ ~, SLOPE NOtt: ' : 8• DECOMPOSED GRANITE {DC) . " 1REDW0001 , (TYP B0ITM-"'IDES OF ROAD) SEE D IL 1 /C;.)--, ...... IEXTST 3:1 .,.. SLOPE~/ I , I F1NISHED SURFACE DGI '· ·,•, ,. ··r-t::J"'··: •.. -..... :, ........ , .... (·?-' 0 .. ,.':':-:"-'···~·.:,.· .• ,,,;" . . AL-'ATE , , · i·; • 11;.r.n , STAKE , , ltOCATION ~ 'lo I -... (D-2-8 REDWOOD fftAOER {USE: 2-1x6'S IN CURVES WHERE FLEX rs REQ'D.) @--1x4 REDWOOD STAKE 24• OC (MIN 2/HDR BOARD, USE MORE WHERE HEADER IS TOO STIFF '· i ' • i -N 00'39'02• E 17.85' 1. CONTRACT01R""",1-tALl EXCAVATE & REMO~ EXISTI ROADWAY TO OEPiH REQUIRED R NEW ACCESS ROAD IMPROVEMENTS. K SHAU. INCLUDE @-TO FIT PLANNED CURVE WITHOUT LAlERAl SUPPORT) i 16d GALVANIZED NAILS (TWO/STAKE) ·• ;;) - '· . ,--- ,::-:,' ·. -~-; . 'ii . - - ' :• C .i • ,,. \,i '•t ,!I' '" . '·; ,.l, NO, 0-6) 67) 6a) . . 1 -N 00'02'58• E 12.73' 10.00' 55•34•57• 9.70' -S 34'28'01• E 22.77' CENTERLINE OF' ROAD DATA ' . R ~/13EARING -N 73'50'15• W 72.50' 106'04'50· -S 00'04'04· W L· 180.91' 134.23' 524.86' . T .. 8" ACP _,.,... - FORAT D COL ECtO . IN .. ' •;;--···· ·,. -/",-I LEGEND: ... -------.....----....... z 0~ .... ~· uo L,J .... LP.. 0 00 ·w (.) ~ EXISTINO Pll'!NG AND S:.,.,..,,. TO BE PROTECTED N 5?o~ 12' WIDE CORR1DOR -AREA F 3:1 MAX TRANSITION TO EXISTING DAM FACE ·, ' □ EXS . 2"0 SCH BO PVC IR VENT E SED IN 8" CONCRETE AROUND PROPOSE01 CON S {OmGINAl,RESERVOIR COUNTOURS 11'Eff NO"IE 2A ABOVE) EXISTING CONTOURS (PER !PROJECT SUFM:Y) ,_ . EXISTING CON~S (PER 1GEOTECHNICAL REPORT PER 'NOTE 29 ABOVE) I .,._,...,........., •-SEDIMENT REMOVAL (TO PROPOSED CONTOURS) . G REMOV AND DISPOSAL OF EXCESS MATERIAL. CESS, 1R.OAD -TYPl'CA 1"• 4'-0" . GRADE TRANSmON SEDIMENT ZONE -BEPWOOP HEADER . DETAIL 1 SCALE•NONE C3 tmli TRANsmoN E~STIN8 -SIi.OPE ·1511:0---+-=-t-----''------------------------+-,..,.,.., +-------!lffl) 155,5"·---+--+------------------------t--+-------555 ,,. . 1!ll!!l--------------------'-----------~-------!l35 \ : NOTES: • secnoN HORIZ: 1"• 20' VERT: 1"• 5' 1. CONTR"CIOR SHAU. •REMOVE UNaASSIFIE[) SEDIMENT, DEBRIS. BRUSH, IREE:S. AND EFFLUEN'r IN 11-lE APPROXIMATE REGION IDENTIFIED. REMOVAL AMOUNT SHAU. BE. TO -THE ORIGINAL RESERVOIR BOTTOM CONTOURS AS SHOWN. APPROX REMOVAL AMOUNTS ARE AS FOLLOWS FOR BIDDING PURPOSES: ~GALLONS OF' UNCI.ASSIFIED EffiUENT. , · h B. /!Jl;/2.Y. OF 'UNCLASSIFIED LOOSE SEDIMENT ANO UNCIASSTF1!01 uCXJSE ~RI& . I : 2. APPROXIMATE LIMITS 'lftRE IDER1VED,BASED, I0N REVIEW OF THE FOU.OWING OOCUMtNTS ANO RESOURCES: A, MAHR RESERVOIR ,AS-BUILT DRA~G: SAN MARCOS COUNTY WATER DISTRICT RECLAMATION PROJECT, STORAGE !RESERVOIR GRADING DETAIILS. DAlED 1/20/81. B. CURRENT RESERVOIR GEOTECHNTCAL IN 'ESTIGATION REPORT PREPARED BY NINYO & MOORE. DATED OCTOBER 2•·, 2003. "AS BUIL1'· _,U2(½s• 7': %ffe I ►, P.E '28/7~ EXP. 3·3(•/2.. ,,;, REVIEl'l£D BY: '11W--:---◄ Lu.er 1 INSPECToRF / fSHm7 CITY OF ,CARLSBAD 1-----1---1-----'-----------+---+---+--l----t l_2_l · ENGINEERING DEPARTMENT 1----+---+---------.;.__---+---+---+--1----t IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS Dl!'CIPL:~·E DWG NC C3 1 DATE fsHEilll LE._J ·ACCESS ROAD IMPROVEMENTS 1%)· '\~PROXIMATE sorl IBORING LOCATIONS PER.GEOTECHNTCAL REPORT VALLECITOS WATER DISTRICT , DA 1£ INITIAi. DA TE INITIAL ~.•!!ky Art< Out. -m:, -$-APPROXIMATE SE[)IMENT SAMPtJE il'OCATIONS,· TO BE PERF"ORMED BY THE R~BY: /I? _-:, / l I s., °//ik~~ S~ CONTRACTOR IN ACCORDANCE 1MlH SPEC 02115 1/rl: /L. /Pc ~ !'l'fM: TE 1 DEPUTY CITY ENCINE:ER PE 28176 EXPIRES J/3I,'0e 01,TE DWN BY: I! CHKD BY: JG CGv L -W!IU--.•!llfflffl DENNIS LAMB DATE • ENGINEER Of 'ftORK REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVl,L RV'MJ BY: PROJECT NO. 3890 I DRAWING NO. 420-3 l · _ . '2.@ . . . SAN DIEGO, CALPMNIA 12129 ·.-''"""'-'·.•---·. . . DIRECTOR OF ENGINEERING &: , "" -ING I N I I~ s 11511618-11~ Flllt!95116'11-541J • ....., .,. , OPERATIONS . f.. . CC ~~~~·----~\IP,----------------------------------------------------i---------------------------------------------------.1-----------. 1 · C: DWG12 CLSB-IP.DWG 12 12 94 . 1-.. ;;l, .. •;_,• e i ' • ' ! I I I I a:: ~ ::, 48" x 48" PRE-CAST VAULT W/ LOCKABLE Al.UMINMUM C~, H-20 LOAD RATED, .£NSEN OR APPRO'we> EQUAL 1• SCH 80 PURP1.E PVC TO HoSE BIBB ....,.-r- 1 I n.ECTIIICAL CONOtJI T (POER at CONlROI..S) PER El.ECl'RICAL OWGS 4 4 4 " <J . 4 4 ., 1" SCH 80 PVC lRUE UNION BALL VALVE. 1" TYPE 316 SST 90' ElBOW, TIP 1• TYPE 3115 SST 3' SOU'IMWEST CORNER OF CONTROL BUILDING D.EClRICAL CONDUIT (ABOVf. at BELOW POWER ill CONlROLS) PER D.EClRICAL DWGS q 36" x 311" CONCRETE Cc»jOUIT BANI< SIMILAR TO DETAIL 5/C2------... 4" SCH -40 PVC CONDUIT ---.. <J 4 4-., I I I I I I BACK PRESSURE REGULA TOR, THREADED, SEE NOTE 3 _.., ITYPI 4 J/4" UNt-SlRUT a.AMPS TYPE 316 SST, TYP HORIZ PIPE SUPPORT UNI-SlRUT P1000 SST316, TYP SEE DETAIL G/Mll ----------------------El.ECl'RICAL JUNC110N BOX PER ELECTRICAL DRA'MNGS FLOW CONlROL VALVE., SEE NOTE 2 1.5" SCH 80 PVC UNION (TYP OF 2) 1.5" SCH 80 PVC ========;;=_:;_~-1.5" SCH 80 PVC GROUTED WAil. PENElRATION PER DETAIL 2/M8 (TYP) 311"11 KNOCKOUTS (TYP) HOJES· FOR ACCESS VAULT A 1. VAULT DRAIN SHALL BE 12"x12" CQIIIERW IN THE VAULT. ALL DRAIN OPENING W/ 12" DEEP 3/4" CRUSHED AGGREGATE. 2. INSTALL 1.5" DIAMETER FLOW CONTROL VALi((. THREADED ENDS. WllH OR1F1CE PI..ATE CLA VAL MODEl. 40-01 OR APPROVf.D EQUAL BODY AND TRIM -TYPE 3111 SST l\JBES AND FlTTINGS -TYPE 316 SST PILOT VALVE -TYPE 3111 SST. FWBBER PARTS -VITON ORIF1CE PI..A TE -TYPE 302 SST (MODEl. X52E) CONSTANT FLOW RATE -25GPM J. INSTAI..I. 1" DIAMETER SELF OPERATED BACK PRESSURE REGULATOR roR AIR APPLICATION, JORDAN VALVf. MODEL MARK 50 SERIES OR PPR()Vf.D EQUAL BODY ANO l'RIM -TYPE 318 SST SEAT/DIAPHRAGM -JORCOTE/BUNAN; SPRING HOUSING -DUCllLE IRON END CONNEC110NS -1" THREADED INLET PRESSURE SET POINT RANCE: 15-80 PSIG INI llAL SET POINT -50 PSIG 4. INSTALL PIPE SUPPORTS 'IIHERE SHO\Wj 0 PER DETAIL 4/M8. -'(/Jl . PLAN VIEW ACCESS VAULT A DETAIL SCALE•NONE D.ECl'RICAL JJNCTION BOX PER n.ECTRICAL DWOS C2 ·_.,__ ____ . ~========l DR 1 J.5, FLGxPE SUPPLY LINE ___ __, . . -4 . .-..: 3" HOPE, DR 17, FLGxPE n.EClRICAL CONDUlT (POER ill CONlROLS) PER ELEClRICAL DWGS 48" x 48" PRE-CAST VAULT W/ LOCKABLE ALUMINUM COVER, H-20 LOADING RATED, JENSEN OR APPRO'¥£0 EQUAL~--- GROUTED WAil. PENETRATION __ __,, PER DETAIL 2/MII (TYP} " t, " • 311"• l<NOCKOUTS (TYP) til2lI: FOR ACCESS VAULT 8 VAULT DRAIN SHALL BE 12"x12" CENIERED IN THE VAULT. ALL DRAIN OPENING W/ 12" DEEP 3/4" CRUSHED AOOREGAlE. PLAN VIEW ACCESS VAULT B COVf.R O\'ER CONDUIT BANI< SHALL BE 1'-2', TYP DETAIL SCALE•NONE 1.5" HOPE, DR 1 J.5, R.GxPE PUMPED SUPPLY LINE 1.5" SST Fl EXIBI..E, BRAIDED HOSE FLGxFLG .... 2 C2 2•, HOPE. DR 13.5 RETURN LINE LOOP -, __.--2" X 3/8" TYPE 316 SST CHANNEL 3/4" UNI-SlRlJT --1/2" DIA TYPE 316 SST 'U' BOLTS, NUTS ill WASHERS Q 'Ml S TYPE 3111 SST, TYP J"• PERFORATED HOPE, DR 17 AERA110N SYSlnl SUPPLY---., " HORIZ PIPE SUPPORT UNI-SlRUT P1000 SSTJ111, TYP SEE DETAIL G/Mll ELEClftlCAL .lJNCllON BOX PER ELEC1RICAL DWGS PUMPED SUPPLY LINE AND CCNJUIT ABOVE. RE1\JRN LINE NifJ CONDUIT BELOW. 8" SCH -40 PVC CONDUIT 311" X 311" CONCRE1E CONDUIT BANK SEE DETAIL 5 (SIM) ~ M...I\R SEAi.iNC DEVICE, UNKSEAL OR EQUAL 3/111 • -· . ..,_ . . • .. · 9 • • .· .. q • • •· • " . : .. • 24" SQ. MIN NOTES: • ! z~ :ii ::IE ",c, ':o,,--12" X 12" X 1 /2" THICK -l"l TYPE 316 SST PLATE _,.,,,.-----~1 1/2" MIN GROUT TYPE 3111 SST L.ElinlNC NUTS ill WASHERS TYPE 318 SST 5(% ANCHOR BOLTS DRILL.ED EPOXY ANCHORS { 4) ¾~ ~-RESERWIR z~ BOTTOM ~ :.i. ~ N :i >>07);: SLOPE '« //',//' 1. ALL MOUNTING HARDWARE TO BE UNISlRUT OR EQUAL 2. ALL HARDWARE AND METALS SHALL BE TYPE 318 STAINLESS STEEL SUBMERGED PIPE SUPPORT DETAIL 3 SCALE•NONE CZ ;,, ffia: ~,<'«')<~~~'0~~~'-y,· ~ ~ ~ ELEClNCAL CONDUIT (POWER at / ( o-CONlROLS) PER EI.EClRICAI. OWGS STm. IIEN'ORCEMENT 1• SCH -40 P'l'C CONDUIT _ __.., 1/5 • 1' 0.C. E,'<G-H W/r:Y TH~OU&-i-!OU1 CONDUIT BANK 4" SCH -40 PVC CONDUIT 1. CL£NIAHCE FROM EDGE OF CONCRETE TO PIPE Sl£EV£.S SHAI..I. BE &-INQf, TYPICAL ALL SIDES. :Z. CI.EARANCE FROM SlEEL RE.HCN.UIDIT TO PIPE ~ SHALL BE J-INOi, TYPICAL 3. CONlRA.ClOR SHALL NSTALL C0NUIE iE OUCT BNI< NifJ SLEE\t:S TO ALLOW FOR EASE or INSTAl.1.AllON AND REMOYAL ('AA 1'111 LINC) or HOPE LINES. ) ill CONCRETE CONDUIT BANK "AS BUil T" DISCIPLINE DWG NO C4 W2]I; 3" HOPE, DR 17, FLGxPE 2" HOPE. DR 13.5 '---1.5"X2" CONC. REDUCER 1.5" SST Fl.£XIBLE, CONTIIACTOR SHALL SVIIEEP CONDUIT BANK, SLEEVES, AND PIPELINES TO ALLOW FOR EASE or PLACEMENT AND REMOVAL or HOPE LINES. DETAIL SCALE•NONE 5 C2 P.E 2fl{?(, EXP. '3-3/·12,. 09-14·14 DA1E Al.I. METAL HARDWARE SHALL BE TYPE 316 SST BR¥JEI) HOSE F1.GxFLG PLAN VIEW IE76 Bey Perk Ccu-t. a-E!CD Sor,Clogc,C...8283 (SE8l 87-4-80 HEAP WALL DETAIL 4 SCALE•NONE C2 SECTION A-A VIEW VALLECITOS WATER DISTRICT i~BY;f) ~ ~· 0--: -s{,lf/of DENNIS LAMB DA TE lvlt:Y: / INSPECTOR ~ fsHEETl CITY OF CARLSBAD 1-----.1----+-----------------..1----+--+---+----f L__!_j ENGINEERING DEPARTMENT 1-----1---t-----------------1---r---it----r---t 1-----1---t-----------------1---t----it-----r---t IMPROVEMEN'r PLANS FOR: IJIJIL $1-iOW LClNGITUbt~L REltffORCEMENT DA TE INlllAL DA TE INITIAL MAHR RESERVOIR IMPROVEMENTS CIVIL DETAILS APPRO~D WIWAM E,..eLUMMER ::4-4<Ae ; If' /,"J4:, s 1a OEPIJT'I' CITY ENGN<."ER 7 PE 28176 EXPIRES 3/31/06 DYIN BY: TT PROJECT NO. CHKD BY: .,:; 3890 ~ ~ . . CC \I L ""' --o TRMIE DMVE. ,um 111 0 ~ , .. D~GO. CAI.FOIM• 92121 :I= <( E N G I N E E R S 11511611-11'4 •-11-5463 DIRECTOR Of" ENGINEERING & OPERATIONS ENGINEER Of WOii( REVISION DESCRIPTION OTHER APPROVAL CffY N'fftOVAI. RVV.0 BY: EN I DRAWING NO. 420-3 ~------~ 00~!!!!!~"!!"!!'!!!!!~----'!'!!'II!'!!'!!'!""" ...... -----------..----... --------------------------------------------------------------------------------------------------------· C: WG12 c:t.SB-fl.OIID 12 2 4 CMWD ____ _ 120105 C CD~ 0 .,, c,.» ..... 530 ---· 510 490 -~-----•----- I,------7 --t---- ----------1--- -----+------ ' --· 41 SCALE: 1" • 4<1 NOTES: 1.EXISTING UTILITY AND GRADING BASE PLANS PROVIDED BY DOKKEN ENGINEERING. 2.STREET IMPROVEMENTS INFORMATION SHOWN HEREON IS PER CITY OF CARLSBAD, RANCHO SANTA FE NORTH, PHASE 1 IMPROVEMENT PLANS, CONTRACT NO. 31110, DWG NO. 388-2, UNLESS OTHERWISE NOTED. U111l■flll'lund CONTRACTOR 9HAU. NOTFY INlERGROINl SEIMCE ALERT A 1111 •IM Of 48 HOURS PRIOR TO BE--CONSTRUCTION WORK. SEE GENERAL NOTES FOR RJRTl£R IFORMATION. ■•rtrlc1 Alert C■I= TOLL FREE 11M JU-MOO TWO ikiWii JATI -'IOUDII 42 SCALES 43 HORIZ: VERT: -----; 530 510 -----1 24" FLG DI 45" BENO STA 43+18.10 --+----------------' - I 44 BEGIN CONSTRUCTION - STA 41+38.00 I I CONSTRUCT 24" DIP -= \ '\ \ ,_ '-. ---\. '· '\ '\ / ~~_:,$ECTION PER DETAIL EB \ \ \ -, I I / ,r __ / / . ,•' , . \ \ONSTRUCTION / ISTING PIPING IN EXISTING INSTALL NEW PIPING 12 47 24" FLG x PE DI SPOOL (CLASS 250) LENGTH AS REQUIRED TEMPORARY 24"---, BLIND FLANGE ANO THRUST BLOCK FOR PRESSURE TESTING PIPE INSTALLED FOR PRESSURE TESTING 24" FLANGE COUPLING ADAPTER 24" FLG BUTTERFLY VALVE • • ., • 24" FLG DI SPOOL (CLASS 2!50) 24" FLG DI WALL W SPOOL PER DETAIL w 24" FLANGE x PUSH-ON COUPLING ADAPTER WITH THRUST RESTRAINT 24" DI PIPE, SEE PLAN VIEW FOR CONTINUATION C ... Ill PLAN CLOSING SECTION DETAIL A SCALE: 3/8" • 1'-D" a ....... 4'± "l~ 14 ;.. ... .--,,>-"-,-+--,, ..... ,+., i ' " ' --~-~-~-= ! I <I. I , · I · I ~ • ·-fl, : .. d_ -I, --- 11--1{1 ---ll • ' - II ' " -II · ~·. 11--111 '--- _Y - / "' ,-' I i ,-., .,... -----~--~j ·1 a-• PLAN 2'-0" EXISTING 12" PVC OR ACP PIPE TO BE REMOVED -, , 1 --, EXISTING 18" AC PIPE 7 8 EXISTING BUILDING 9 REMOVE EXISTING CONCRETE, CLEAN AND TRIM EXISTING REBAR TO SIZE AS REQUIRED (TYP.) 14 EXISTING REINrORCING PER RECORD DRAWING INDICATES *4 AT 7" O.C. HORIZONTAL AND *4 AT 8" O.C. VERTICAL 8 EXISTING 18" AC PIPE ~-CONTRACTOR SHALL SUBMIT PLAN SECTION A-A FOR REPLACEMENT REINrORCEIIENT AS A SHOP DRAWING FOR ALL PENETRATIONS OF EXISTING CONCRETE WALLS VAULT PIPING PLAN SCALE: 3/r • 1'-0" SEE NOTE 1 BELOW EXISTING 111" STEEL PIPE EXISTING SUMP NOTE: EXISTING 12" STEEL PIPE PLAN CCME EXISTING VAULT WALL (TYP.) EXISTING VAULT HATCHING DENOTES EXISTING PIPING, CONCRETE AND .,..ff__.-,...., APPURTENANCES TO BE REMOVED 14'-o" MIN. EXISTING MANHOLE EXISTING 111" AC PIPE TO REMAIN EXISTING AC PIPE JOINT EXISTING 18" AC PIPE 1. REMOVE EXISTING VALVE STEM RISER FLOOR STANDS. PIPING DEMOLITION PLAN r 2 " NOT TO SCALE , 3 ' ! l II !-EXISTING • ! BUILDING l l " ~ l--"---1 {l _•,: ··-~ " -' II . '• SECTION B-8 LIST OF MATERIALS 24" FLG DI WALL SPOOL (LENGTH AS REQUIM:D) 24"x1a"x24" FLG DI REDUCING TEE 24"x1a" FLG DI CONCENTRIC REDUCER 24" FLG DI WALL SPOOL (LENGTH AS REQUIRED) 24" °SINGLE" STYLE rLANGE ADAPTER. HYSPAN MODEL 51501-088 111" FLGxPE DI SPOOL (LENGTH AS REQUIRED) 111" DI TO ACP TRANSITION COUPLING 111" FLG BUTTERFLY VALVE 111" FLAP GATE, WATERMAN MODEL F-25 OR APPROVED EQUAL 111" "slNGLE" STYLE FLANGE ADAPTER, HYSPAN MODEL 51501-083 FILL EXISTING HOLES FROM VAL VE STEM RISERS IN BUILDING FLOOR SLAB WITH CONCRETE CORE DRILL 8" DIAMETER HOLE HANDWHEEL FLOORSTAND, PRATT OR APPROVED EQUAL CONCRETE COLLAR 1'-8" SQUARE CONCRETE PIPE SUPPORT WITH (2) 1-1/2"x3/8" TYPE 318 SS BANOS AND 5/r DIAMETER TYPE 318 SS ANCHOR BOLTS DESCRIPTION: K-302. A STANDARD DISK STAMPED K302 1935, SET IN THE TOP OF A CONCRETE POST. ELEVATION: 533.39 NGVD 29 (MEAN SEA LEVEL) PER NGS DATA SHEET. LOCATION: FOUND U.S.C.leG.S. BRASS DISC STAMPED "K302 193S" IN CONCRETE MONUMENT. APPROVED BY ~&.D~ l---+----+------------t---t-----;----i-----1 I SH9EET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.JL_j :==~===:::::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::='..::::::~ IMPROVEIWiT PLAHS FOR: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "TL2J011" AND TL13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION or RANCHO SANTA FE ROAD AND LA COSTA AVENUE. BASIS OF BEARINGS THE BASIS or BEARINGS FOR THIS PLAN IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAO 83, USING A BEARING CALCULATED BETWEEN "LOMAX" ANO "HPGN CA 11 07" AS SHOWN ON ROS 14310. I.E. N n'a5''1S W. DENNIS LAMB DIRECTOR OF ENGINEERING AND OPERATIONS APPROVED BY CARLSBAD MUNICIPAL WATER DISTRICT RECORD DRAWINGS DATE . 1<@ 1 v 3 a,,, . ?9-u,101----=::=--+-::-=-:-:-+~'--"""--"o!c'tl.""':tl"--'T'---------------c'.'.t---c==--1--c-;;;;-;-;-+-;;-;-;;:---t=:;---l DATE INITIAL DATE INITIAL DATE -lt<IITIAL WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 DATE REVISION DESCRIPTION EXP. 3/31/06 ENGINEER DF WORK ER APPROVAL aTY APPROVAL MAHR RESERVOIR IMPROVEMENTS RECYCLED WATER MAIN REPLACEMENT STA 41+36.00 TO STA 43+44.59 • \ ) "' E 0 .,, :, " E PROCESS LINES PRIMARY SECONDARY CONTROL PUMP, BLOWER, COMPRESSOR AND FAN SYMBOLS CD INTAKE/OUTLET SCREEN 0 GEAR PUMP ROTARY SCREW COMPRESSOR ACCUMULATOR RECEIVER AIR TANK CHEMICAL. METERING PUMP ACTUATOR SYMBOLS PNEUMATIC PNEUMATIC W/ SOLENOID ELECTRICAL ELECTRICAL W/ POSITIONER HYDRAULIC MANUAL CG V L 123'6 -LO TOAD£ O,.VE, SUITE 312 SAM DEGD. CALIFORrlA '21!1 E N ,; I N E E R S 11511611-1704 ,.,11511611-5463 !2/ ~ SOLEN(]D fXl ..... ~ 1/1 GATE VALVE (NORMALLY OPEN) GATE VALVE (NORMALLY CLOSED) PLUG VALVE (NORMALLY OPEN) PLUG VALVE (NORMALLY CLOSED) BALL VALVE (NORMALLY OPEN) BALL VALVE (NORMALLY CLOSED) BUTTERFLY VAL VE GLOBE VALVE DIAPHRAGM VALVE FLOAT VALVE PINCH VALVE VENT SAMPLE FLUSHING AIR AND/OR VACUUM RELEASE VAL VE KOi - VALVES CHECK VALVE KNIFE GATE VALVE PRESSURE AND VACuUM RELIEF VALVE VACUUM RELIEF VAL VE OR PRESSURE REclEF VALVE LEVEL SENSING PROBE PRESSURE REDUCING -- VALVE FLOW BACK PRESSURE VALVE Bi>l..L CHECK VALVE MUD VALVE RcDUCE PRESSURE BACKFLOW PREVE'ITER FLOW MISCELLANEOUS MECHANICAL EQUIPMENT SYMBOLS - ~ u CABINET MOUNITO EQUIP!IIENT: CHLORINATORS, SULFONATORS, ANALYZERS OR SA!IIPLERS CYCLONE './ ',/ ',/ ',/ ',/ ',/ DIFFUSER HEADER ] LEVEL SIGHT GAUGE ,t,JR DIFFUSER ~ SUBMERSIBLE PU!IIP WASHER w STORAGE BIN fS2Sd SCREENING PRESS BAR SCREEN, YECHANICi>l.. 0 EXHAUST SILENCER y SPRAYING NOZZLE PRESSURE REGJLATING VALVE BACK PRESSURE REGULATING VALVE PRESSURE BALANCE OPERA C:D VAL VE VALVE WITH HAND OPERATOR SOLENOID VALVE VALVE WITH DIAPHRAGM CPERATOR NEEDLE VALVE POSITIONING VALVE GRINDER C=={J::::J r --1 f-y-i 0 ---<[ I vss I ../\./V'v S7 1 ( ( ) P10100 TYPE 0 6P HP PIPELINE DEVICE SYMBOLS ROTAMETER INJECTOR FLEXIBLE COUPLING IIIIX£R DRAIN AIR VENT BL!ND FLANGE, CAP OR PLUG STRAINER REDLCER OR INCREASER FLAP GATE HOOK UP VARIABLE STROKING SPEED FLEXIBLE TUBING ' ~ [ l @] / 1-t p H >---- SLUICE GATE (NORMALLY OPEN) SLUICE GATE (NORMALLY CLOSED) CALIBRATION CHAMBER PULSATION DAMPER FABRICATED SLIDE GATE SIGHT GLASS GAUGE WITH COCK PRESSURE SWITCH DIAPHRAGM SEAL ANNULAR DIAPHRAGM SEAL AIR, WATER, HYDRAULIC OR ELECTRICAL SUPPLY IDENTIFICATION AND REFERENCE SYMBOLS > P1 < P2 CENTRIFUGAL 100 GPM 50 FT 10 > < WATER SURFACE ELEVATION PROCESS LINE REFERENCE PROCESS LINE REFERENCE EQUIPMENT CALLOUT PUMP OR BLOWER TYPE, FLOW AND HE,IO DATA BOX PIPING DESIGNATIONS NEW Pl'PING r---PIPING SYSTEM SYMBOL; ,..1, SEE LIST THIS DRAV.,NG (~~4•~• '=-sA~) PIPE SIZE~ ; BA BACKWASH AIR HY HYDRAULIC RRW RECYCLED WATER SA SERVICE AIR CHEM CHEMICAL SOLUTION NOTES 1. THESE PROCESS SCHEMATICS ARE PRESENTED IN DIAGRAMMATIC FORM TO SHOW PROCESS Flows,; CONTROL CONCEPTS AND UNIT OPERATING PARAMETERS, AND AS SUCH ARE NOT INTENDED TD SHOW ALL VALVING, PIPING AND INS-RUMENTATION SYSTEMS. . . "AS BUILT" ✓-te1: z::: B ,tt.,__ P.E. Z6l7(, EXP J-lll•t-4:- DISCIPLINE DWG NO P1 ~E~:u BY: u..J .. ,., 8-21:f? INSPECTOR DATE rSHEEi'l CITY OF CARLSBAD ~ l---+---+----------------f----1---1----1-----1 ::LJ.Q_j==Q='-==:::::::E:::::N::::G:::IN::::E::ER:::1::::NG:::::::D::E:::::P::::A::::RT:::::M::E:::::N:::T==:::'....'::LE_j::::::::::::7~ VALLECITOS WATER DISTRICT DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS □"-TE INITI/\L ENGINEER ()f' 11,()R;( II\ /IS. P.11/l T DATE INl1\/\L DATE INl1\/\L REVISION DESCRIPTION OlHER APPROVAL err( APPROVAL !YPROVENENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS PROCESS SCHEMATIC, SYMBOLS AND NOTES APPROVED V.,LLIAM WMMER -4'a%fsri £ ~•2•~1c:: 4·1-Z•o:E DEPUTY CITY ENGINEER PE 2817ti El<PIRES 3/31/06 DATE OWN BY: SPA GM I PROJECT NO. I DRA4\1,120-3NG NO. CHKD BY: JJ/jjs 389() R\/WD BY: M N f) u z z C w -~ _J 0 G) <( (_) ~~ (fl _J c.-,1\,) <( ..., 0 z I (_') w O'.' 0 ~ E 0 l:J ~ a, E c, HYDRAULIC OIL RESERVOIR ATMOSPHERIC AIR ATMOSPHERIC AIR CG V L 12396 WORLD TRADE DRIVE. SUITE l12 SAN DIEGO, CALiFORNIA '112121 ENGINEERS 1~1~•-n•i. Fo1,c;ll51Jnl-'54-63 12 Cl -12/12 4 ( 3L4" HY ) -8 -. . • GEAR PUMP ~ ~ ( 3/4" HY ) _ --• '-- ACCUMULATOR ,. ~ ---. ~ ,I 12 GAL RECEIVER AIR TANK i ,--. ~ I -. • j • I I ' , -, ' 400 GAL RECEIVER AIR TANK --I . • '-,, , ' RECIPROCATING COMPRESSOR (2) ' 1• C -( 3/4" STA) -. "' 90 GAL RECEI\/ER AIR TANK ( 3L4" HY ) •• -( 3/4" HY ) • ( 3/4" ~y ) ( 3/4" SA ) ( 3/4" SA ) • ( 3" BA ) -• ( 3/4" SA ) I ( 3/4" St<. ) . ( 3Z4" SA ) '. ( 3/4" SA ) s ( 3L4" H" ) - • ( 3L4" HY ) s -1t~ ( 3/4" HY ) ,. ( 3L4" HY ) > RRW ; < < RRW ~ ( 3/4" >-IY ) INTAKE/OUTLET ' ~L. ( 3/4" HY ) . . -I > RRW ) w p µLl ' ( 3" BA ) I < < J'-.. /1 -RRW -" • -. w p µLl ' . INTAKE/OUTLET ( 3" BA. ) -{::J/1 - • -, . . w p 1.2..1 ( 3" BA ) -{::J/1 - • > RRW '> < RRW < INTAKE/OUTLET s ( 3/4" SA ) . ( 3/4" SA ) -. ~ ( 3/411 SA ) - "2,..',.." I ( 3/4" SA ) - -~ ( JL4" SA ) --1:t - • ( 3L4" SA ) - • VALLECITOS 'NATER DISTRICT ~~22 V' slter/05 DENNIS LAMB DATE DIRECTOR OF ENGINEERING & OPERAllONS - H H ' p p I I I ,. • I -I , I ( 18" RRW ) I -I, I I . I -I -I I •• -• SCREEN • ~ 3: -Cl:'. Cl:'. ' ' IX) ~ .._ -H H • p p I I I I J ,. ( 18" RRW ) ■ I I I, I -I 7, I I • I - I - ' I --- SCREEN ,. 3: Cl:'. "' -'o:, -,, ._ -H H • ' p p I I I ,. I ( 18" RRW ) • I , I I I. I . I • I I ~ I 3: Cl:'. Cl:'. • IX) SCREEN -'-- " - . ,- 3: "' "' 'a, -I ~ -r-DISSIPATOR '-- , ,I , I --. :;~y;: OPEN CHANNEL Will, --Ei'lERGY OISSIPA.TOR ~ ~ X :r • ... EXISTING OUTLET N -STRUCTURE --. r, 120105 r TO/FROM RRW DISCIPLINE DWG NO -DISlRIBU-ION SYSTEM l -550' PRESSURE ZONE P2 N "AS BUILT" ~E~ /~ ►--),-~<' /u1i15 a Y: 9 , ~rr. ~ t a i 129-l+-tl/ a NC).C91330 ... i ~·-] PE. 1-6..t.7, EXP, ~ •'J.l•/2... DATE ~ IDEC ("' ~L " g-21-to INSPECTOR DATE - r r f- b I [iTI CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 7 IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS INLET/OUTLET VALVE SYSTEM PROCESS FLOW DIAGRAM APP~_WILLIA~LUMMER A-12-oS ~ d! 177 :+1-c DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /06 DATE A\ AS tJU/17 DWN BY: SPA "'G I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INlllAL DATE INlllAL CHKD BY: JJ/MS REVISION DESCRIPTION 3890 ENGINEER Of WORK O'fHER APPROVAL CITY APPROVAL RV\',O BY: ,lll 420-3 (~) z ,/ C =e _iJ -_J -G') <( 0 u ,:.. !J) -n (.,) ti-,) _J ..... 0 <..( I z (,,» l') -er: 0 " E Cl "Cl ::, "' E O". w V) :) "' ,: 0 "' 0 Q_ I ,.,., 0 ..,. N '.Y-> "' 0 / ~ -~ ., "' ., O". CG , r L 1m, wORLD TRADE DR1vt, su1TE m V SAN DJ£GO, CALIFORNIA. 92128 E NG I N E E RS !158)618-1704 F•x(151l611!1-5463 c, \DWC1 -I, ATMOSPHERIC AIR )----.-/ ~ 1 '\. ,' ,' ' RECIPROCATING COMPRESSOR SODIUM HYPOCHLORITE 500 GAL - 80 GAL RECEIVER AIR TANK HOSE BIB ~'-------, I I : i I I I I I I (1/4" CHEM) I I 4-20 mA I L _______ _ - : CHLORINE ANALYZER I I l • ,I 1 ON/OFF f--L _________ _ ~ FLUOROMETER G-1/4" RR~ 1 ( 3" AIR ) > RRW -y y . -? ? ? \ MAHR RESERVOIR Q-1/4" RRl/g VALLECITOS WATER DISTRICT ~~&.v DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS . SUBMERSIBLE PUMPS (2) y ? I "AS BU I LT" DISCIPLINE DWG NO P3 P.E zs,2, EXP 3--11-,z DATE REVIE D BY: (p), , I -f·2:Jt-lP INSPECTOR f ,I DATE t---+-+---------+--+--1-----+------l fSHml2 CITY OF CAR LS BAD fsHEETsl ~LJ1__j==:::::'..:===E::N:::::G=IN::::E::E:::::Rl::N::::G::D::::E::::P:::A::::R:::TM:::E:::N:::::T==:::1____':LE_j::::=7=::: ,1\ ,., a " '7 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of" \IIJRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS AERATION AND RECIRCULATION PROCESS FLOW DIAGRAM £4efDp _ 1'ML~~ {12,~ME~-"-= -4-I"' _,..,,. DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE OWN BY: SPA G s I CHKD BY: JJ/MS RVWD BY: AB . PROJECT NO. 3890 I DRAWING NO. 420-3 -e .- C C e c " C C e "' " " " C c c " " C " c C e e ~ L./l f: (_) z z I I I _J <t (__j l/1 _J <r: 120 \05 J HYDRAULIC/PNEUMATIC VALVE CONTROL PULL BOX ' .... I ;,, I/ _/ • "' I -,.._ ~ ' . 3-0 ~-:-:~-:-:;;t.;t~-:,.:, L ,, '.; zzzzzzzz•.,..z ~Y.".r.Y.~1/.Y.Y.Y. ~'S -:-.:.,~ ~ 'l.'l.\-:Y.~ i-"'.'S ~'l.Y. Z'l.~'l.t✓.~ ~Y.Y.'✓. ~y~ -... ~ " " " " " " " t,; .. ;f,..1,...(.<,'1,..Z,0 X ZZZZZ::I',.-;. ,., ~Y.'l.Y.~"✓.Y.~ v'= z'l.'l.'l.~~Y.1/. ~-... V t--~Y~~~>~~-d.1.Y. ( C ~ 2 h 8" CMU BLOCK_,/ 11 -ti 2 8 I (-7 I 7 7 \ \T..L__T L __ _J ~/ @3J L _ _J \___ '-;- ,.._ ~ ME:CHANIGAL ROOM - I/ Ef ~ - 48' Q" 1..: -u 3 0 /CONCRETE WALK WAY CDITJ / ~ • "' -== '-EXHAUST F"AN AND I DAMPER, TYPICAL / "=' EMERGENCY EYE WASH SIGN. ~ PORTABLE EYE WASH, SEE NOTE #4. • CHE;MIQAL STORAGE ABE:A .... I CON IBQLS ROOM C, I I I I I I n n I I n n n ' I I . ·T--. ;,, II lllllllfTTTTl TTTTTTTfTTTT "TTl ~ ' ' 11··m1 WALL F.r ELEV= 5J9.5 8" CMU BLOCK WALL~ 111111111 ITTTII ITTTTTTTTTT 111 I I I HYDRAULIC/PNEUMATIC VALVE CONTROL PULL BOX CCV L m,o-,TRAO[IJIIM:,N!EJU SAN_., CAI FHI IC t!ttl E N ;; I N E E R S ..... 11--17114 F-11--9"! I ~ ~ 3'-4" - A147 12· 8'-o· ' " " ... " ~..r.~~-r.~--:-;'Y.: ;-:~:1. ;.:.,r...r;z ~,._:,:~-&'J ;r, ;o:..,.'S; ~ ;-:,l'\':&~'l.'9 'S:-.:..:~.z~:,:..,...,.'t: ~'S::,: ~Yx-Y.Y.\:)" ~'l.~Y.?;_Y.'l.Y.%\: ~"',_'(XX ~~~~ CONCRETE TILES ' I I I ... ,,_., ... ,.,.,~,.,.-... " ~1/."✓.Y.x✓.Y.~~"'✓• ,,",,, t;: 'l. ~ Y.1/. "',:\-:~'lo t,,:', ~"✓.Y.Y.Y.Y.'l.Y. ·,': ~ 1/.'Y. 'SI. "✓-1/. Y. t,,:', "Y. 'Y.Y. ~ \-: ~ Y. ·," :,.,:xxs:xs:~ .,,::,: n :<:~,?:X.✓-~~ zzzzzz;;: ·," 1,,, i,, \". 'l. \".\". ",: ",: ",: ",: "'" x✓• 'S'. Y. Y. x✓. \.:Y. \.: ·," ,, ~):.YY._Y~>Y>. :,.,~ _/ "'I--I ....... " J I/ Ji/ J v I . I AERATION AND CHE"4ICAL FEED PU~ BOX- I r:~l!:::Si I LEGEND CD DENOTES DOOR NUMBER PER SCHEDULE ON SHEET A2 © OJ DENOTES WINDOW/LOUVER/VENTILATOR LETTER PER SCHEDULE ON SHEET A2 DENOTES FINISH NU"4BER PER SCHEDULE ON A2 ~ 2·-8" I I)' I ' I ®/~ o ·l:l 1 J, 7 I ' • I I /~ NOTES 1. FOR MECHANICAL EQUIP"4ENT AND PIPING SEE DRAWING M5. 2. FOR WALL, ROOF AND SLAB DETAILS SEE DRAWING• SJ TO S7. 3. INTERNAL WALL TO EXTEND TO ROOF. --(A 41 CDITJ 3'-4· 2'-8" FLOOR PLAN SCALE: 318' = 1'-0" I I \II II I \ I\ "l ~SEE NOTE 3 '----lj / ... ... J I ' ' ' . II / I ' ' ' ~ ROOF PLAN SCALE: 31e• = 1'-0' 4. PORTABLE EYEWASH SYSTEM SHALL BE PORTASTREAM 11. COMPLETE WITH EYE SALINE SOLUTION, EMERGENCY EYE WASH SIGN, HANGING BRACKET, INSPECTION TAG AND INSTRUCTION BOOKLET. / • 12' o· GATE 2·-0· 12·-o· GUTTER SYSTEM, SEE DETAIL 4/AJ AND 7/AJ.\ ) I I I I • I i I I r'l ~ ~ " LJ.__ i --.. .,._ "h.._ ~ ~ ' I LJ 11 u 11 u 11 LI VALLECITOS WATER DISTRICT ~~C2U DNMSLAl,IB DIRECTOR OF ENGINEERING 4: s/c"</0£ DATE DAlE llllW. -iF -OPERATIONS I 11 I I 31 2" s·-o· ~~ ..t.~, ,..., ..... • 1..f-.., 0 ,._,,.._,I I ..... , .... :;• "' ...... 36"; MANHOLE • 0 I • ~4•-0• GATE 1--~ • a:, I 'ic -1· EXPANSION JOINT, lYP -~ l---" • ~ONCRETE SIDEWALK /4 V 2·-0· 3'-1" I -~ ONCRETE SIDEWALK / I ...... 1--- ..-- ,.... . LJ ()/L DAlE lllllAL DAlE 1111W. REVISION DESCRIPTION OMR .UIRW..L a1Y N'f'flOVM. DISCPUNE DWG ND A1 "AS BUil T" ~,Z;:(1 't:526: -z '29-ff·/b P.E.'Z817lr EXP 3-31•/Z DATE RE\1Er: 10)~ INSPECTOR DATE IMPROVDIBll'r PLANS P'OR: MAHR RESERVOIR IMPROVEMENTS CONTROL BUILDING ARCHITECTURAL PLANS Y: CHKO BY: .u/llS RV'M> BY: M ~E:,..... 4-12·¢ PE 2111711 EllfllllES 3/31/f'/5 DAlE PRO.£CT NO. 3890 I ORA WING NO. 420-3 1¢ --------r 120105 ~ N 0 ., E 0 " " f/1 E ,;: w (/) ::, 8" CMU BLOC "~-.-c TYPICAL 1 4'-0" GATE-,, / /-MC 12x10 FASCIA [I] '-SHAPE ENDS OF "MC" TO COVER GUTTER, ""YPICAL 1 o· -o· --~ ------ f----,------L--_c_____,--r1 r--31 O" / SID WALK S=2% - GUTTER W SYSTEM, SEE DETAIL 4/A3 AND 7 /A3 ___ ,/ ,-CHA:N LINK EAST ELEVATION SCALE: 3/8" = 1 '-0" ..,r---COI\CRETE rn · TILES -, ~ \ 0 .\__ VENTILATION \ FAN/DAMPER, \ SEE DETAIL \ 1/A3© \ \ ' //S=2% -- -MC 12x10 FASCIA /// 6 TYPICAL 11] \ \__ SHAPE ENDS OF "MC" TO COVER GUTTER, TYPICAL / FENCE, TYP I B" CMU BLOCK f-L--,--L...-, '--FLOOD UGH T 10' -0" TYPICAL 1 ~-,--'--,-'- ,½YDRAULIC/PNEUMATIC VAL VE CONTROL PULL BOX WEST ELEVATION SCALE: 318" • 1'-0" WINDOW/LOUVERNENTILATOR SCHEDULE SYMBOL OPN'G SIZE TYPE w H @ 2'-8" 2' -8" 8" X 8" X 4" GLASS BLOCK ® 1 '-0" 1 '-0" LOUVER © 1 '-0" 1 '-0" WALL MOUNTED FAN & DAMPER, SEE DETAIL 1 /A3 FINISH SCHEDULE SYMBOL FINISH SPLIT FACED CONCRETE BLOCK MASONRY UNITS, B"x8"x16" CHAIN LINK FENCE, TYP -- • "' I "' - I I I I I I I I I I I DO'M<[I] ,SPOUT , JOINT r 1" EXPANSION I -'<:: \ ' • OC) I ..,, I I I I I I ' I I I I I GU I , t.r( ~- /-<ill] SYSTEM, SEE DETAIL 4/A3 // AND 7 /A3 1/ " / \ / \_ / \ / ·, / .. / / \ \ ·,. ' ·' M,· ,-CONCRETE []] / TILES / / - I I I I ,r I I I I I I I ,, t I I I I I I I I I I I I / . 9 I I I FLOOD LIG~T ~1 / \ / ', / \ f - DOOR (Dill~/ ',, -' / \ / TYFICAL I I I I I I I I I ' I I I I I I I , ',\ / ~ / \ I T ~:88< , ,· , / :.>:X >< ~ ,.. .,, ' . OC) >O ~v I •, ..,, :)v "' V V.,1 'v' r CONCRETE []] TILES / I I / I , I , I , ,( I I I I ~ % >( ,~ ~ ~ JV ~ ""' _,._,. ::> '.'X " ~ ~"" .,...., ~ ~ ~ 5<R% )< % % .r,, ~ ~ 2 ~ ~ ~ < V I(" >< ,.r,, v -<;"::: ✓ ◊ i,} s; ::>0.) >(; xx ,<,;;>:> ~-<:' ✓ ~ ~ ~ ~ ) 00 ,t", :ij ~ "> ; ,., ~ ,At -LY', » vvo '< I I I I I I I b I I "<0 I I "" .... ~ " ~ L,, r-.3'-o" EWALK I SID I ffl \ /g ---x (F.F. .55!3.5 fa I i , I I I D GRADE S 2% -. I \ )( \ \ U% i ' . . FINISHE " ' " SPLASH P 1!}/, TYP . \ . o" 3'- SIDE WALK-. I 1 r;--., 'q- ~ 0 r--I I "' \ S=2% , - I I I 11 I I I .. -l I I I I I I I I I I I I I I I SYMBOL OPN 'G SIZE CD . 6'-8" 6'-8" \ '--AERATION AND CHEMICAL FEED PULL BOX CONCRETE[]] /-TILES / / / / / I I 11 I I 11 I ' TYPE I 3'-o" x 7'-2" x 1 3/4" SL-16 11 FLUSH ALUMINUM DOOR: HEAD 2/A3, JAMB 3/A3, THRESHOLD 5/AJ 2-3'-2" x 6'-6" x 1 3/4" SL-16 FLUSH ALUMINUM DOORS: H~AD 2/A3, JAMB 3/A3, THRESHOLD 5/f,,J I \ \ ' '\ 1~ LOUVER ffi , TYPICAc \\__DOOR (D[IJ TYPICAL SEE DETAIL I I I I 10/A3~ ................. I I I I I I I SOUTH ELEVATION SCALE: 3!8" = 1'-0" I I I I I I I I I I I I I I I I I I I I I ' ,,-CONCRETE [I] 1 // TILES / TOP OF RIDGE / BEAM ' I I I I I I I I I I I I I I I I J I I / I I I I I I I I I I I I I I I I I I i 11 -; DOWN SPOUT 0-'-b \ . [_ ~ I I I I \ \ . ~ ·----------. / / / / / / ' ' / ' ' •, ' ', ' ' ■,, i ,, " ' \ ~ 8" CMU BLOCK DJ TYPICAL 0 ' ' FLOOD LIGHT _j \ \ \ \__ VENTLATION FAN/DAMPER (S, ' I I() <IG---1 I j--. I ' I() I I " I I -';'fo I I • . I (r.F 5ff9,5 I I I NORTH ELEVATION SCALE: 3/8" • 1'-0" DOOR SCHEDULE FRAME ALUMINUM SL-260 2'' FACE x 6" DEEP ALUMINU\1 SL-260 2" FACE x 6" DEEP HARDWARE -STOREFROI\T FJNCTION MORTISE LOCK PER 'SCHLAGE' L9070P-03A-US26D W/APPROVED VWD LOCK TUMBLERS -SECURITY HINGES s-ANDARD WT S.S. 'HAGAR' B 1191-NRD 4 1/2 x 4 1/2-USD (4 EA PER DOOR) -'REESE' 7720 WEATHERSTRIP -BUILDERS BRASS WORKS FLR DOOR STOP F907BX -STOREFRONT FUNCTION MORTISE LOCK PER 'SCHLAGE' L9070P-03A-US26D W/APPROVED VWO LOCK TUMBLERS -SECURITY HINGES STANDARD WT S.S. 'HAGAR' BB 1191-NRP 4 1 /2 x 4 1 /2-US320 ( 4 EA PER DCOR) -'R~ESE' 7720 WEATHERSTRIP -BUILDERS BRASS WORKS FLR DOOR STOP F907BX-US26D -BUILDERS BRASS WORKS FLUSH BOLT 5021-12"-US26D AT BOT; BOLT 5121-18"-US26D AT TOP I -- I I I I I I I " -I n ' -I I I i I -s~2% -~ " ~DGRADE SPLASH PAq; TYP - QFESS ,.. .... s a NO.C513 EXP.JUNE • "AS BU I LT" • -t!" P.E. Zlt2& EXP 3-,1-tz.. INSPECTOR' DISCIPLINE DWG NO A2 DATE OJ COLORS: RCP BLOCK & BRICK-PADRE W/BLACK CINDERS; MORTAR-GREY LEGEND t----+---+---------------+---t---t--t-----t CTr] cr~rGIN~!NG ~&~~~N~AD ~ CCV L 12lt6 \IORLD TRADE DRIVE, SUITE m SAN DIEGO, CALIFORNI" 9:m8 E N <. I N E E R $ (85St61B-1'104 Fax115111618-546] 12 1 4 11] [I] [I] ill HIGH-GLOSS PAINT PER SPECIFICATIONS SECT. 09900 COLOR: 'SEDONA' BY SINCLAIR LOUVER WITH FACTORY APPLIED B.AJ<ED ENAMEL FINISH COLOR: 'PATINA' BY SINCLAIR CLEAR 'THICKSET' GLASS MASONRY BLOCK UNITS, 8x8x4 'DECORA' PATTERN BY 'PC GLASS BLOCK' CONCRETE TILES COLOR: 'DOVE GRAY' (BY CERTAIN TEED CORP.) CD @ DJ DENOTES DOOR NUMBER PER SCHEDULE DENOTES WINDOW/LOUVER/VENTILATOR LETTER PER SCHEDULE DENOTES FINISH NUMBER PER SCHEDLL~ VALLECITOS WATER DISTRICT ~~/~ ~/ ~ ( L c::M 1(ler(,,< DENNIS LAMB DATE DIRECTOR OF ENGINEERING & OPERATIONS 1----+--+-------------------,---+----+---+-----'I IMPROVEMENT PLANS FDR: MAHR RESERVOIR IMPROVEMENTS CONTROL BUILDING ELEVATIONS AND FINISH SCHEDULES APPROVED Vti~A~!LJMMER , ,uld4, s . , ',I::::¼....,.,,____ 4--1 z -M 1-----t--+.,----=cc-~-cc=c-----------t----+----lt----+------t DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE AS 8t/lLT DWN BY: SPA G s I PROJECT NO, I DRAWING NO. DATE IN11JAL DATE INl11AL C D B .LJ,ljS REVISION DESCRIPTION t---~-----,t---~----. RHVKWD gyy:_ ;;; 3890 420-3 OTHER APPROVAL CITY APPROVAL "" . DATE INl11AL ENGINEER OF WORK ; ) 120105 C ' t,, Pa, :r:: u z z C ~ w -__J .s:i,. <( 0 u .i:i. I_/) "Tl __J CA ~ ..... 0 <( z I c,., (_5 0:: 0 " E a "O :, "' E "' w (/) ::, CAULKING, T &; B -----------:\--/l FAN PER MECH'L I \ / I I / I V I I fl I .050" ALUMINUM t / \ I FLASHING AT SILL~ i/ \i OF OPENING ~ __ FINISH0 - I EXTERIOR I FAN DETAIL 3"=1'-0" DRAWINGS • I INTERIOR I 1 A3 1 /4" JOINT FILLER~ ,r--DOOR PER \,\ / / SCHEDULE 4" TH K CONCRETE SIDEWALK '\ ,~WEATHER \,\ ~-'9/ STRIPPING ,~CONCRETE 1 SLAB ·~~~.'~-- • ., 4 <1. 4 <l <1 <1 <1 4 . " <1 DOOR THRESHOLD AT EXT DETAIL 311 =1'-o" -----c-W~ID--=-TH~A~S=Scc-P--cEC-c-lF-cclE--=-D~--i--, 14• . " <1 DN DRA'MNG A1 /A2 ,-JOINT FILLER 1 4" CONCRETE / REQUIRED BETWEEN I ADJACENT CONCRETE I c WWF 6X6-W4XW4 SURFACES \ \ CENTER IN SLAB I I L 4" AGGREGATE BASE NOTE: PROVIDE 1/8"X 1/2" DEEP JOINT EVERY 4 FT AND FULL JOINT 'M TH PREFORMED JOINT FILLER EVERY 20 FT. Cc V L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S l1SBl611-1704 Fax(85Bl611!1-5463 <l MASONRY ANCHOR ( 3 PER HEAD ) I EXTERIOR I CAULK 13/4" HOLLOW METAL DOOR DOOR HEAD DETAIL 2 1 1 /2"=1'-o" A3 I INTERIOR I ULK Ct: 0 0 ...I DOOR FRAME LL 0 WEATHER I- STRIPPING 'lo I . (0 PER PLAN RIDGE BEAM PER PLAN RAFTERS AT RIDGE BEAM DETAIL 6 3''=1'-0" A3 ~s·· CMU BLOCK WALL ,,--CAULKING / /' ,,--FLASHING LAP CEMENT --~ANCHOR DISK W/ FASTENER@ 12" O.C. ,r-CONCRETE ROOF TILE I ROOF FLASHING DETAIL DETAIL NOT TO SCALE I INTERIOR I MASONRY ANCHOR ( 3 PER JAMB ) I EXTERIOR t CAULK DOOR FRAME ~WEATHER STRIP.PING 13/,4 HOLLOW _ __, METAL DOOR DOOR JAMB DETAIL 3 ALUMINUM GUTTER SYSTEM PER LU r::EJ 1· A3 16d GALV O 1-r' O.C. 2x P.T.D.F. RIP TO MATCH DEPTH W/ BOT OF NAILER & TO FORM TOP TO FOLLOW SLOPE TYP CONT ALUMINUM GUTTER DETAIL 1 1"=1'-0" A3 SNAP-OVER FASCIA SUPPORT BRACKET-+---' &: RETAINER GUTTER INSIDE STRAP 1.,1. " ALUMINUM GUTTER SYSTEM FINISHQJ #14 x 4 ½" CTRSK. HEAD S.S. 316 WOOD SCREW 0 3-r' o.c. -- I 10 x S' CTRSK. HEAD S.S. 316 WOOD SCREW 0 1 T o.c. 2x8 P.T. DFL CONT. CHANNEL FASCIA PER ELEVATIONS DETAIL 3"=1 '-0" 2 ROWS BN-----. 4 A3 4x CONT. NAILER SAWCUT TOP OF WALL TO FOR"'4 SLOPE "'4ASONRY WALL RAFTERS AT MASONRY WALL DETAIL a 1"=1'-0" A3 "AS BU I LT" DISCIPLINE DWG NO A3 ✓✓ ?/'£1 ~:;&; ,, Of-ff-I() P.E. 21117(, EXP 3-:, /•/2 DATE [)l::' INSPECTOR ~ 8-Yl-co DATE fSHm"l CITY OF CARLSBAD 1----+--+--------------+----i-----i----r-----i l.J.2.._j ENGINEERING DEPARTMENT l----+--+--------------+----r--t--t-----1 1----+--+--------------+----t-----i----r-----i IMPROVEMENT PLANS FOR: fSHErnl lE_J MAHR RESERVOIR IMPROVEMENTS ARCHITECTURAL STANDARD DETAILS VALLECITOS WATER DISTRICT ~%:<P V ~ri,ta'" ENNIS LAMB DATE DIRECTOR OF ENGINEERING & OPERATIONS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: SPA/OG/MS I PROJECT NO. I DRAl'v1NG NO. ,__□_•TE-~IN_ITI_Al-+-_DA_TE __ 1N_1T_IAL-11 CHKD BY: JJ/MS 3890 420-3 O'THER APPROVAL CITY APPROVAL RVWD BY: AB 120105 n T u 7 z 0 w =e _J -<( (II (i) (_) 0 (f) ,:i.. .,, .. _J w I\) <( ...., 0 z I (_) w ~ er:: 0 GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 4. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE ( 1998 EDITION U.B.C.), RELATED UNIFORM BUILDING CODE STANDARDS ( 1997 EDITION), AND ANY A.S.T.M. SPECIFICATIONS WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 5. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: A. SIZE AND LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING WALLS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. D. FLOOR, ROOF AND WALL FINISHES. E. DIMENSION NOT SHOWN ON STRUCTURAL DRAWINGS. 9. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 10. NEITHER THE OWNER NOR THE ARCHITECT/STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. 11. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. OWNER OR CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. 13. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. CG\! L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 ENG I N E ER'S (858)618-1104 Fcxl858l618-5463 FOUNDATION: 1. SOILS REPORT SHALL BE AVAILABLE FOR REVIEW BY THE CONTRACTOR AT THE CARLSBAD MUNICIPAL WATER DISTRICT OFFICE. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS: 2" CLEAN SAND OVER 10 MIL VAPOIR BARRIER OVER 4" CLAN COURSE SAND. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. SOILS REPORT PREPARED BY: NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS PROJECT NO. 104899001 DATED OCTOBER 24, 2003 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SPECIFICATIONS TO 90% RELATIVE COMPACTION UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. 4. TYPE OF FOOTING: A. SHALLOW FOOTING SYSTEM MINIMUM EMBEDMENT 18" BELOW LOWEST ADJACENT GRADE. DESIGN SOIL PRESSURE: FOOTING TYPE SPREAD FOOTING CONTINUOUS FOOTING STATIC BEARING PRESSURE 2,000 P .S.F. 2,000 P.S.F. 5. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, ELECTRICAL, AND FOODSERVICE DRAWINGS, TRENCH BACKFILL AS PER SOILS REPORT REQUIREMENTS. 7. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 8. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 9. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF AUL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 11. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 12. 1998 C.B.C. SEISMIC SOIL CATEGORIZATION (SECTION 1636.2) SEISMIC ZONE: 4 ZONE FACTOR: 0.4 SOIL PROFILE TYPE Sc REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE U.B.C., AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185, AND SHALL BE LAPPED 1 SPACES AND 12" MINIMUM. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 8. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. 9. SLAB ON GRADE REINFORCING SHALL BE POSITIONED AT MID-DEPTH, UNLESS NOTED OTHERWISE. 10. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.N.0. 11. ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND -INCH UNITS. 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. A.C.I. #6.3.12 DESIGN BASIS: CODE: 1998 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, TITLE 24, PART 2 GRAVITY LOADS: 1. ROOF LIVE LOAD ROOF DEAD LOAD LATERAL LOADS: 1. SEISMIC ZONE 4 16 P.S.F. 25 P.S.F. SEISMIC SOURCE TYPE B DISTANCE TO CRITICAL SOURCE > 5 Km Z = 0.4 Ca = 0.40 Na = = 1.0 Cv = 0.40 Nv = 1.0 R = 4.5 SEISMIC BASE SHEAR: V = 0.318W (ULTIMATE DESIGN) V = 0.227W (ALLOWABLE DESIGN) 2. BASIC WIND SPEED & EXPOSURE: 70 M.P.H. EXPOSURE "B" CONCRETE: 1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF AC.I. 318-LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS. 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4" INCH. 4. CEMENT SHALL CONFORM TO A.S.T.M .. C-150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT OF RECORD. 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED OTHERWISE. 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 8. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS OF FLOORS. 9. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). 10. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I, EXT-A.P.A. PLYWOOD. 12. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. 13. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 14. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 15. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 16. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. 17. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 18. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH FORMED CONCRETE EXPOSED TO EARTH OR WEATHER BEAMS AND GIRDERS WALLS COLUMN TIES SLABS (#11 AND SMALLER) 3• 2· 1 1/2" 1 1/2" 1 1/2" 3/4" 19. CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS. 4rlsi1 ,,,;-g, ,, P.E. ZBO? EXP. 3-~/•/Z DISCIPLINE DWG NO S1 /29-14:·1'2 DATE 9968 Hibert Street. Suite 202 Seri Diego, CA 92131 Tel. (858) 566-3113 Fa,. (858) 566-6844 WE'w'ED BY, • INSP~-Wf,7/ VALLECITOS WATER DISTRICT ~//?~/ l,Vr #'f 5(1~ [i,,; DENNIS LAMB DATE DIR£CT□R OF ENGINEERING ~ □PERATI□NS ------+--t-------fsHEEr1 CITY OF CARI.SBAD ~ ------------+---+---+--t-------1 ~ ENGINEERING DEPARTMENT ~ :=:::=::::...:::==========::::...:::=~ 1----+---+--------------+----+---+--t------1 IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS TYPICAL STRUCTURAL NOTES t----+---+--------------t-------t-----t-~ ~---·-· -;==================; 1----+---+----~. ·-· -------+----+---+--+-----I _..A/4'""pw'.:Z~1~~'1tDlt:lo,.~_LL~~:__IIA!L~::=E :a~~L~~ ... M_.E.,aR:1 ___ 1 _,,, -,t:,.< t----+---+---r--..-=c-cc=~---------t-------J-----t---t------t DEPUTY CITY ENGINEER PE 2B176 EXPIRES 3/31/06 11\ ,45 f3/JIL.T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DATE DWN BY: KR I PROJECT NO. I DRAWING NO. CHKD BY: EN 3890 420-3 RVWD BY: EN t--------~ r ,.., C ·- ffi ::c (.) C z -z :e -~ -°' (i) c( ~.,:... ~ ..J ("1t\) c( ...... 0 z I -S2 c.,_, ~ LUMBER: NAILING SCHEDULE MASONRY: Summary of Special lnlpeOtlon 1. STRUCTURAL LUMBER SHALL TO STRESS-MARKED DOUGLAS FIR-LARCH S4S IN CONNECTION W.LING1 1. MASONRY UNITS SHALL BE TYPE II, GRADE N-1 MEDIUM WEIGHT, SLUMP ACCORDANCE WITH GRADING AND DRESSING RULE NO. 16 OF THE WEST COAST 1 ConC7et-e 3.1 Verify soil conditions ore substM{ially in conformance with BLOCK IN ACCORDANCE WITH A.S.T.M. SPECIFICAliON C-90, F'm = 2,000 JOIST to sill or girder, toenail 2 Bolts installed in concrete tha soil investigation report LUMBER INSPECTION BUREAU (LATEST EDITION). 3-8d 3 Concrete moment re,sisting space frame 3.2 Verify that foundation excova1ions extend to proper depth P.S.I., USE OPEN END UNITS AT VERTICAL REINFORCING. .t. Reinforcing steel end prestressing ste1::I and bearing strata BRIDGING to joist, toenail each end 2-8d 5.1 All slrudurn! weldi11g 3.3 Pro11ide soil compaction le$t results, decth of fill, reh:itive 2. LUMBER SHALL NOT BE BORE OR NOTCHED, EXCEPT WHERE DETAILED. 5.2 Weld lasting ductile moment-~esisfr1g steel fr-:Jme density, bearing v:>lues 2. ALL VERTICAL CELLS SHALL BE GROUTED SOLID IN LIFTS NOT EXCEEDING 1 • X 6" (25 mm X 152 mm) SUBFLOOR or less to each joist, face nail 2-8d 5,3 Welding reinforcing steel 3.4 ProVfde soil expansion test results, expansion index, 8' -0" IN HEIGHT. 6 High-strength bolting recommer.dotlons for foundation, en grade floor slob 3. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48 INCH WIDER than 1 • X 6" (25 mm X 152 mm) SUBFLOOR or less lo each joist, face noil 3-8d 7 Sln.Jctural masonry design for each building site 6 Reinforced g}'f)sum :::Of'::::rele 14 Smoke ::antral system OF GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH. 2• (51 mm) SUBFLOOR lo joist or girder, blind a~d face nail 9 lns .. loting concrete fill 15 Special cases (describe) 3. VERTICAL BARS IN MASONRY UNITS SHALL BE TIED OR OTHERWISE FIXED IN 2-16d 10 Spray-applied fireproofirig 16 Oft-site fobrica:ion of building components POSITION AT INTERVALS OF NOT LESS THAN 4'-0" AND AT TOP AND BOTTOM. PROVIDE 2x FIRE BLOCKING AT MID-HEIGHT OF STUD PARTITIONS OVER 8' -6" IN 11 Deep fourdotions (pilinc;, drilled piers & caissons) 17 Other structurol inspections as required by designer 4. SOLE PLATE to joist or blocking, typical face nail 16d at 16" l 406 mml c.c. 12 Shotcrete HEIGHT. 4. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELL SOLE PLATE to joist or blocking, at braced wall ponels 3-16d at 24" 610 mm o.c. Design No. DESCRIPTION OF lYPE OF INSPECTION REQUIRED, LOCATION, ROIARl(S, ETC. Streooth GROUT LIFTS WHICH ARE MORE THAN 4'-0" IN HEIGHT. 5. PROVIDE 2x SOLID BLOCKING AT ALL SUPPORTS FOR RAFTERS, CEILING JOISTS TOP PLATE to stud, end nail 2-16d CONCRETE F'c = 3,000 P.S.I. AND FLOOR JOIST EXCEPT WHERE RAFTERS OR JOISTS ARE SUPPORTED BY 1 (ALL CONCRETE, U.N.O.) 5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL JOIST HANGERS. STUD to sole plote 4-8d toenail, or 2-16d end nail CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 16d al 24" (610 mm) o.c. 2 ALL BOLTS INSTALLED 1 1/2" BELOW THE TOP OF THE UPPERMOST MASONRY UNITS. DOUBLE STUO, face nail IN CONCRETE 6. ROOF SHEATHING INSPECTIONS SHALL BE MADE PRIOR TO COVERING. ALL STRUT CONNECTIONS SHALL BE COMPLETED PRIOR TD INSPECTION. DOUBLE TOP PLATES, typical face nail 16d at 16" (406 mm) o.c. 4 PLACEMENT OF REINFORCING STEEL /IT COIICRETE 6. MORTAR SHALL BE TYPE S PER CALIFORNIA BUILDING CODE TABLE 21-A WITH DOUBLE TOP PLATE, lap splice B-16d A 28 DAYS COMPRESSIVE STRENGTH OF 2,000 P.S.I. 7. SEE DRAWINGS FOR SHEAR WALL SCHEDULE, HOLDOWN DETAILS, PANEL STRUCTURAi. 7 F'm = 2,000 P.S.I. LOCATIONS, ETC. SHEAR PANEL NAILING SHALL BE SPACED AT LEAST 3/8 INCH BLOCKING between joists or rafters to top plate, toenail 3-8d MASONRY 7. REINFORCEMENT WELDING SHALL COMPLY WITH A.W.S. D1.4 (LATEST EDITION). FROM ALL EDGES. RIM JOIST to lop plate, toenail 8d al 6" (152 mm) o.c. S~L ENGINEER TO 1/tRIFY CONDITIONS AND DEPTH OF NO FIELD WELDING OF REINFORCING BARS, U.N.O. 13.1 FOUND/\TIONS AND PRO\IIOE COMPACTION REPORT 8. METAL CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR EQUAL, EXCEPT AS TOP PLATE, lap and intersections, face nail 2-16d 8. ALL HEAD JOINTS SHALL BE FULL BUTTERED OR OPEN END MASONRY UNITS SHOWN. FILL ALL HOLES OF THE PREFAB. CONNECTORS AS SPECIFIED BY CONTINUOUS HEADER, two pieces 16d at 16" (406 mm) o.c. along each edge 13.2 SOILS REPORT BY NINYO & MOORE GEOTECHNICAL & ENVIRONi.tENTAl SHALL BE USED. MANUFACTURER. 13.3 SCIENCES CONSULTANTS CEILING JOISTS lo plate, loenoil 3-Bd 13.4 9. GROUT SHALL CONFORM TO TABLE 21-8. A MIXTURE OF CEMENT, SAND, PEA 9. LUMBER MINIMUM GRADE: CONTINUOUS HEADER to stud, toenail 4-8d GRAVEL AND WATER WHICH WILL COMPLETELY FILL ALL VOIDS IN THE WALL A. HORIZONTAL MEMBERS: CEILING JOISTS, laps over partitions, face nail 3-16d AND DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. JOISTS AND RAFTERS NO. 1 AND BETTER CEILING JOISTSto porollel rafters, face noil 3-16d 10. REINFORCING STEEL A.S.T.M. A-615, GRADE 60. SPLICE IN REINFORCEMENT PURLINS NO. 1 o. Th& special instructions listed ore in oddition to the c. The speciol inspections ml.1st be certified by t~e city of SHALL BE LAPPED 48 DIAMETERS MIN. SUBPURLINS: RAFTERS to plate, toenail 3-8d called inspections required by section 108 of the U.8.C., S01 Diego to perform the type of inspection specified. as amended. Special inspection is not o substitute for 2x4 NO. 1 1" (25 i.tl,I) BR/ICE to each stud and plate, face nail 2-8d inspection by o city inspector. Exceptions: 11 . ALL VERTICAL WALL REINFORCEMENT SHALL BE DOWELED TO THE FOUNDATION 1. Soils inspection! by tt,e soils engineer of record. 2x6 OR LARGER NO. 1 1 • X 8" (25 mm X 203 mm) SHEA1HING or less lo each bearing, face nail b Continuous 'inspection is always required during the 2. Smol.:e control system, by the mech<1nicol engineer Willi THE SAME SIZE AND NUMBER OF BARS AS SHOWN IN THE WALLS. 6x BEAMS AND LARGER NO. 1 2-8d performance of :he work urless otherwis-e specified. of record. 4x BEAMS AND SMALLER NO. 1 AND BETTER When work i,. more than one cotegory of work requiring 3. 'rM'len ·,1,oi~-ed by the building official. PROVIDE ONE INCH MINIMUM GROUT COVER ON ALL BOLTS AND PLATES. WIDER than 1' X 8" (25 mm X 203 mm) SHEATHING to each bearing, face nail 3-Bd spec;al inspection is to be performed simultaneously, 12. LEDGERS AND NAILERS NO. 1 AND BETTER or the geographic location of U,e work is such that it d. II is the raspo1sibility of the contnictor to riotify the NO. 1 AND BETTER BUILD-UP CORNER stuos 16d at 24" (610 mm) o.c. carmot be coritin.iously observed in accordance with spec:a\ inspe<:tor <:fi inspection agenc,-at leost O'l wcrking HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS. HEADERS the provisions o' J.8.C. section 1701.8.1 It is the doy prior to perfom,ing ory work the ~equires special 13. TOP PLATES MATCH VERTICAL MEMBERS BUILD-UP GIRDERS and BEAMS 20d ot 32" (813 mm) o.c. at agent's responsibility to employ c suffic:E""Jt number of inspection. inspectors to :::issure that all the wor~ is 1nspected in top and bottom and staggered 2-20d accordance w:th tnose provisions. e. Specially inspected work tho: is installed or covered 14. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS without the approval of 1ne city Inspector is SJb}ect tc 8. VERTICAL MEMBERS: at ends and ol each splice remov-:il or e:irposure. SPECIFICALLY NOTED OR DETAILED. 2x4 STUDS, B' -o" MAX. NO. 1 2" (51 mm) PLANKS 2-1 6d at each bearing 2x4 STUDS, B'-1'' TO 14'-o" NO. 1 WOOD STRUCTURIIL PANELS AND PARTICLEBOARD: 2 2x6 STUDS AND LARGER NO. 1 MACHINE APPLIED NAILING: POSTS NO. 1 AND BETTER SUBFLOOR and WALL SHEll1HING (to framing): 5ct3 1/2" t12.7 mm) and less 10. ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN 1¾32 -364" (15mm -19 mm) ad\r 6d5 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE 7 a• -1• 22 mm -25 mm) Bi DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE JOB SITE THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS 1 1/8" -1 1/4" (29 mm -32 mm) 10d 4or sl ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. THE APPROVAL IS AS REQUIRED. COMBINIITION SUBFLOOR-UNDERLAYi.tENT (to framing): SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. BOLTS A.S.T.M. A-307 3/4" (19 mm) and less 6d 5 LAG SCREWS A.N.S.I. B-18 7/a" -1" (22 mm -25 mm) 8d 5 2. NAIL HEADS SHAUL NOT PENETRATE THE OUTER PLY MORE THAN A NORMAL NUTS A.S.T.M. A-563 1 1/8" -1 1/4" (29 mm -32 mm) 1oior ad 5 HAND HAMMER WOULD. WASHERS A.S.T.M. F-844 PANEL SIDING (lo framing):2 6d6 3. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REPLACED. IF 1/2" (12.7 mm) or less 11 . LEAD HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER OF THE SHANK 5/8" 16 mm) 8d 6 NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A FOR THE UNTHREADED PORTION OF THE SHANK, AND 70% OF THE SHANK flBERBOARD SHEATHING:7 HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT DIAMETER FOR THE THREADED PORTION. ALL LAG SCREWS SHALL BE INSERTED 8 MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. BY TURNING WITH A WRENCH ANO NOT BY DRIVING WITH A HAMMER. 1/2" (12.7 mm) No. 11 ga4 6d9 4. MACHINE NAILING WILL NOT BE APPROVED FOR PLYWOOD 5/16" OR LESS IN 12. TOP PLATES OF ALL WOOD STUD WALLS SHALL BE TWO PIECE SAME SIZE AS 25/32" (20 mm) No. 16 ga.8 THICKNESS No. 11 ga 4 STUDS EXCEPT AS NOTED OTHERWISE, LAP 4' -0" MINIMUM WITH NO LESS THAN 6d 9 12-16d AND NO MORE THAN SIX INCHES BETWEEN NAILS AT EACH LAP. No. 16 go. STRUCTURAL OBSERVATION: 13. STRUCTURAL PLYWOOD FOR ROOF AND WALLS SHALL BE A.P.A. RATED AS INTERIOR PANEi.i NG 4d10 1.4" (6.4 mm) 1 . PER U.B.C. CHAPTER 17 SECTION 1701.6, THE OWNER SHALL EMPLOY A INDICATED ON THE DRAWINGS IN ACCORDANCE WITH U.S. PRODUCT STANDARD PS 3/8" (9.5 mm) 6d 11 LICENSED ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, 1-74. OR HIS DESIGNATED ENGINEER OR ARCHITECT OT MAKE SITE VISITS TO OBSERVE 1. COMMON OR BOX NAILS MAY BE USE) EXCEPT ~ERE OTHERWISE STATED 14. DOUBLE JOIST SHALL BE PROVIDED UNDER ALL PARALLEL PARTITIONS. 2 NIJLS SPACED AT 6 INCHES (152 1rm) ON CE'<TER AT EDGES. 12 iNCHES (305 m,r,) AT INTERMEDIATE SUPPORTS EXCEPT GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS 6 INCHES (152 mm) AT ALL SUPPORTS WHERE SPANS ARE '-ll INC~ES (1219 mm) OR MORE. FOR NAILING OF WOOD AND CHANGE ORDERS. THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT STRUCTUR,IL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, R:FER TO SECTIONS 2J15A.3.3 AND 2315A.4. IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN 15. ALL BOLTS, lAG SCREWS, AND WOOD SCREWS SHALL BE RETIGHTENED PRIOR TO ~AIL5 FOR WALL SHEATHING MAY BE COMMCN. BOX OR CASING. MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. THE APPLICATION OF DRYWALL, PLYWOOD, PLASTER, ETC. 3. COOMON OR DEFORMED SHANK 4. COMMON _ .... f-- 16. JOISTS MORE THAN 8 INCH DEPTH SHALL BE CONTINUOUSLY BRIDGED BY SOLID 5. DEFORMED SHANK BLOCKING, 2 INCH THICK AND THE FULL DEPTH OF THE JOIST, SPACED AT 6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMl~G TD THE REQUIREMENTS OF SECTION 2304A.3. 8' -0" ON CENTER. 7. FASTENERS SPACE 3 INCHES (76 mm) ON CENTER AT EXTERIOR EDGcS AND 6 INCHES (152 mm) ON CENTER AT INTERMEDIATE SUPPORTS. ~ ,20105 f--17. ALL NAILING SHALL CONFORM TO TABLE NO. 23-11-8-1 NAILING SCHEDULE, 8. CORROSION-RESISTA~T ROOflNG NNLS WITH 7/16-INCH-DIAMETER (11 mm) HE/\C ANO I 1/2-INCH (38 ma,) LENGTH FOR DISCIPLINE USING COMMON WIRE NAILS. PREDRILL ALL NAILS 20d AND LARGER AND WHERE 1/2-INCH (12.7 mm) SHSATHING AND 1 3./4-INCH (44 mm) LENGTH fOR 25/32-INCH (20 mm) SHEATHING CONFORMING DWG NO REQUIRED TO PREVENT SPLITTING. TD THE REQUIRE~ENTS OF SECTION 2J04A.3. ~ - 9. OOR~DSION-RESIST,ANT STAPLES WITf NOMINAL 7/"6-·NCH (11 mm) CRO\\I< AND 1 1/8-INCH (29 mm) LENGTH FOR S2 18. THE MOISTURE CONTENT OF WOOD MEMBERS SHALL NOT EXCEED 19%, BEFORE 1/2-INCH (12.7 rrm) SHEATHING AND 1 1/2-INCH (38 mm) LENGTH FOR 25/32-INCH (20 mm) SHEATH,NG CONFORMIIG TO THE REQUIREMENTS OF SECTION 2304A.3 INSTALLATION. IT WILL BE THE RESPONSIBILITY OF THE INSPECTOR OF RECORD 10. PANEL SUPPCRTS AT 16 INCHES (406 mm) :20 INCHES (508 11m) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE <;>'i'-CJl'ESS l~ TO VERIFY THAT THE CONTRACTOR HAS SUPPLIED LUMBER OF THE PROPER PANEL, UNLESS OTHERWISE MARKED;. CASING OR FIN'SH NAILS SPACED 6 INCHES ('52 mm) ON PANEL EDGES, 12 INCHES 0~\JNG Q ~ I ~~••1 i:'l. MOISTURE CONTENT BEFORE INSTALLATION. TiiE USE OF A HAND HELD MOISTURE (305 mm) AT INTERMEDIATE SUPPORTS. 1= VA\F1Slll~~ =~= ,§'-C, +c:<-: t:J9-L4-£.IJ. CONTENT METER IS ACCEPTABLE. 11 PANEL SUPPORTS AT 24 lhCHES (510 mm). CA,!NG OR FINISf N/>JLS SP.ACED 6 INCHES (152 mm) ON PANEL EDGES. ':' v ~o. S,.-358!-t,t.. > P.E. z_R,, 2~ EXP. '.s-:Jt'.•L~ DATE 12 INCHES (305 eim) AT INTERMEDIATE SUPPORTS. ~~i v ri~ r: . l);XP. 03/31/05 •' RWEJt: 99EiB \Jibert. Street. Suite 202 Tel (65B) 566-3113 J',:;-J'i,'rucru~~" ~"' ~L Son Diego, CA 92131 Fax (658) 566-6844 @·zA· ID !f or c~1.1,~ INSPECTOR 7' DATE ~ ~ CITY OF CARLSBAD 7 ENGINEERING DEPARTMENT 7 i lllPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS TYPICAL STRUCTURAL NOTES ' . VALLECITOS WATER DISTRICT APPRO~D WIL'i!M !;: ~ER ..d.-/ Z-M-. ~u&C dt2a4,; . ,,... == DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/3" /06 DATE w'i.L" ._. /]\ ll.S BUILT D'MII BY: KR PROJECT NO. II DRAWING NO. DENNIS LAMB DATE DATE NITIAL DATE INITIAL DATE INlllAL CHKD BY: EN I 3890 CC\, L 12396 WOFLD TFlADE DRIVE, SUITE 312 IDRECTOR DF ENGINEERING & OPERATIONS ENGINEER OF WORK REVISION DESCRIPTION CTHER APPROVAL CITY APPRO'-./AL RVWD BY: E' 420-3 / SAN DIEGO, CALIFORNlo!\ 92128 ENGINEERS (858)616-1704 F.ax(B5B)618-5!,.63 N " f- ~o en w J: 0 0 z -z :e -w -...... (i) ...J c( ~~ ~ ...J (jlo) I\) <C ...... 0 z I -Cl w -a: 0 -----------11---VERTICAL REINF. er 0 "d" /WIRE TIE / lYP. NOTES: BAR TENSION LAP "Lt" (IN.) COMPRESSION LAP SIZE -· c=3,000 P.S.I. 'c=4,000 P.S.I. "Le" (IN.) #3 29 25 12 #4 38 33 15 #5 47 41 19 #6 56 49 23 #7 B2 69 27 #8 94 B1 30 #9 106 91 34 110 119 103 39 #11 132 114 43 F'y "' 60 K.S.I. 11--------------DWL OR BAR 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN, UNLESS NOTED OTHERWISE. 2. DOWELS ·SHALL BE THE SAME GRADE, SIZE, QUANTllY AND/OR SPACING AS VERTICAL REINFORCING. 3. WHEN "Le" OR "Lt" IS NOT SPECIFIED ON DRAWING, USE TENSION LAP "Lt" TYP. VERT. REINF. -TENSION & COMPRESSION LAP SPLICE 1/, 0 z ---~~ ,-. 0 V) w w u<.!l c.. :Sz \ ~~§ 7\_ z.'tim=u..'----- 6"~ PIPE MAX. • N - NO SCALE ,__.-2-j:3 PIN EA. FACE PI PE TO BE CLR , z SLEEVE BY 1 /2" '° ::E '----,~-----ALL AROUND -'k-----t----t -----'I.=-~ r "7-----t ~--=-~~.L--.,.--'1., z ----...... --~..-====-L..>1.. ~ ::E SLEEVE SLEEVE_/ / CONG. FILL TO BE IN PLACE_/ BEFORE FTG. IS POURED. PLACE • z '° ::E 9" MIN. • z en - #4 @ 12" ::E 6" 6" \.J FOOTING 1 BACK FIL~ 1 '-6" MIN. PIPE SAME WIDTH AS FTG. AND FULL WIDTH OF PIPE TRENCH NOTES: NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG BELOW THIS LINE PIPE AT FOUDATION WALL (PIPE IS MORE THAN 2' -6" BELOW FINISH GRADE AND PASS THRU FOUNDATION WALL.) TYPICAL PIPE THRU FOOTING 1 /8" MIN. 1/4" MAX. FORM WITH "BURKE" PLASTIC ZIP STRIP JOINT OR EQUAL, OR SAWCUT WITHIN 24 HOURS OR SLAB POUR WITH JOINT SEALANT SPRAY W/ BOND BEAKER COMPOUND AFTER FORMS ARE REMOVED 1. INSIDE DIAMETER OF SLEEVE TO BE 2• LARGER THAN OUTSIDE DIAMETER OF PIPE 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID W/ OAKUM AT EA END. 3. IF PIPE IS IN PLACE PRIOR TO POURING CONG. WRAP PIPE WITH 1" GLASS WOOL INSULATION BEFORE POURING CONG. IN LIEU OF SLEEVE. ADJACENT POURS MUST BE MADE 8 HOURS APART 3/4" NO SCALE CONT. JOINT SEALANT REMOLDED WITH EXPANSION MATERIAL EDGE EA. SIDE W/ 1 /8" RADIUS ' r ' N i----,~t=--------s~· 8 CD EDGE EA. SIDE W/ 1/4" RADIUS WEAKENED PLANE JOINT (W.P.J.) 1 :4 SLOPE-.../ B" 8" EXPANSION JOINT (E.J.) CG\,' L 12396 WOl-lLO H!AOf DRIVE, SUl'f[ 312 1 SAN JIEGO, (A_l~ORtU 92128 ENG I N E ER S (858)~18~1104 F.i~(858]618~51.63 CONSTRUCTION JOINT (C.J.) TYPICAL SLAB JOINTS NO SCALE GD '-----2 VERT. BARS INTERSECTION INTERSECTING BARS SHALL MATCH HORIZ. WALL REINF. lYP. 36 DIA. LAP 2' -0" MIN. 2 VERT. BARS CORNER 36 DIA. LAP 2'-o• MIN. • A1 VERT . / BARS / ~ - / 36 DIA. LAP 2' -0" MIN. .. INTERSECTION CORNER 36" DIA. LAP 2' -0" MIN. / -~ ./ 1 VERT/ BARS 2 VERT. BARS ~ - END 2'-o· DIAMETER OF ROUND OPEN'G 2'-0" MIN. 6'-0" MAX. 2-#4 lYP. PLAN VIEW SLAB PER-~ PLAN 1 \ zx -«: ::E ::E #4 lYP. TYPICAL CONCRETE WALUFOOTING REBAR -PLAN VIEW 2 TYP OPENING IN SLAB-ON-GRADE CONG. BAR SIZE F'c #3 #4 #5 Hs 11 #8 #9W1 P.S.I. TENSION LAP SPLICES, INCHES 3,000 29 3B 47 56 82 94 DI H 4,000 25 33 41 49 69 81 91 0, HARDROCK CONCRETE F'y = 60,000 P.S.I. (CLASS "8") NOTES: 1. SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE SMALLER BAR SPLICED. 2. DIVIDE BY 1.3 FOR NON-TOP BAR (LESS THAN 12" OF CONCRETE CAST BELOW) 3. CONCRETE MASONRY UNITS LAP 40d MIN. HORIZ & VERT. REINF. LAP PER SCHED. lYP. STAGGER LENGTH = LAP SPLICE LENGTH HORIZONTAL REINFORCING HORIZONTAL REINFORCING SPLICE 5 NO SCALE VALLECITOS WATER DISTRICT :YI~. ir<yn_ ~ / ~ (__/ 4:,/f ~rc~ r~-s- DENNIS LAMB DATE DIRECTOR □F ENGlNEERlNG L □PERATl□NS 180 DEG BEND • 'O • LJ 2 1/2" MIN. NO SCALE OFFSET 6 INTERSECTION 90 DEG BEND REINFORCING BAR BEND REINFORCING BAR BEND SIZE DIAMETER ("D") #3 TO #8 6d #9 TO #11 8d #14 TO #18 1 Od ' z 'O ::E N ~ ' (0 135 DEG BEND NOTE: ALL BENDS SHALL BE MADE COLD TYPICAL BAR BENDS 9968 Hibert St~,et, Suite 202 San Diego, CA 92'T Te·. (858) 566-3113 Fa~. (858J 566-E844- :UNG o. si,saJ . 03/31/05 NO SCALE NOTE: CAP STIRRUPS MAY BE USED --ir.~=~~ WHENEVER 135' CLOSED ,._z ~ ~ STIRRUPS ARE SHOWN IN ;g ::E GRADE BEAM ONLY N • N CAP STIRRUP <· -z 0-::E uJ z o- BAR CLEARANCE NO SCALE CB DISCIPLINE DWG NO S3 ~·.3-r:_i~iw,i--, t29·ff·L4 P.F ,Z617~ EXP 3--3(:(? DATE INSPECTOR DATE fSHml8 CITY OF CARLSBAD 1----+----+-----------------+----+----+-----1 ~ ENGINEERING DEPAR1MENT t-----+---+-------------+---+---+--t-----t t----+---+-------------+---+---+--1-----t IMPROVEMENT PLANS FOR MAHR RESERVOIR IMPROVEMENTS TYPICAL STRUCTURAL NOTES APPROVED l'f1LLIAM E. ~LYMMER 1-----+----+-------------+----+----+--+--------i dt.JtZ4 fz; ~ -:Q/4 rr aa -4· ✓2 •0,'t t-----+----t---.--.;.----a;~,=-----------t----+----t---------i DEPUTY CITY ENGINEcR PE 28176 EXPIRcS 3/31/06 JATc 1-~c-+c-=-c-+..,__-"'/J'-"B'-'8.,.,_....l/i,_.,,I/L"--T----------+-,-:c--+--+----=--I DWN BY: KR DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF woRK REVISION DESCRIPTION f-o-,H-ER_A_,_PP-R-□v-A,--+--c,-r•-A-PP-R□-V-AL-f ~~ ~~: ~~ L PROJECT NO. j DRAl'f1NG NO.! . _3_8_90 __ 1 420-3 I .. i20i05 s, en w :c (.) z 0 -z =E -~ -0, (i) ~ ~.,:.. ...J w I\) . <( ..... 0 z -I 0 (,,) -a: 0 BOUNDRY NAIL NOTES; (B.N.) AT CONT. EDGE NAIL EDGES--. (E.N.) BOUNDRY NAIL (B.N.) FIELD NAIL (F.N.) ALL INTERMEDIATE MEMBERS 1. PLYWOOD NAILING SHALL BE INSPECTED BY THE ~--=7=.-,.1 =-=--==¾"'=~::==-,,=~=,;:'1='-=71:::;;-::-=-:-· =r,r;::-=-·=-;;p--::;:::~=-=::;;-=:::::1 GOVERING BUILDING AUTHORITY PRIOR TO COVERING. 11 2. MINIMUM PLYWOOD SHEET sIzE SHALL BE 2'-o· BY II 11 4'-0". 3. MINIMUM 3/8" NAILING EDGE DISTANCE. 4. BOUNDRY NAILING (B.N.) OVER ALL BEAMS AND AROUND ALL OPENINGS. 5. PLYWOOD SHEATHING SHALL BE LAID PERPENDICULAR TO FRAMING WITH 4' -0" STAGGERED JOINTS. 6. ALL FLOOR SHEATHING SHOULD BE GLUED TO FRAMING MEMBER WITH AP.A. APPROVED ADHESIVE. 2 x 4 FLAT BLK'G @ I UNSUPPORTED EDGES . 1 PER PLAN, WHERE EDGE NAILING IS LESS THAN 4" OC., USE 3x BLK'G II 11 11 11 ROOF DIAPHRAGM NAILING LAYOUT 30' -0" MAX. U.N.0., TYP. (NO CONTROL JOINT WITHIN 4' -0" OF BM. SEAT) 2' -0" CREATE AN UNBONDED 2'-0" TYP. 11 11 11 11 II 11 II 11 II 11 11 11 NO SCALE 11 11 1 S5 SECTION FOR THE CHORD REINF. BY WRAPING THE BARS W/ TAP OR OTHER SIM. METHOD. NEOPRENE CONTROL--. JOINT, CONTINUOUS VERTICALLY ~-CAULKING SEALANT EACH SIDE W/ BACKUP ROD #3 PIN @ 24" O.C., TYP. 16" CONT. CHORD REINF. ~-STOP EVERY OTHER HORIZ. JAMB BAR, TYP. 2-#5 JAMB _ __, BAR, TYP. BARS EACH SIZE OF JOINT, EXCEPT CHORD BARS ~--MASONRY WALL ----------<0 ~---TYP. REINF. TYPICAL MASONRY VERTICAL CONTROL JOINT 4 VERIFY SIZE & LOCATION W/ #4 @ 12" 0.C.--+--- EA. WAY. ROUGHENED --. JOINT 3/4" CHAMFER, TYP. MECHANICAL CONTRACTOR • ct:: -...I C..) • • • NOTES: • 0:: ..,., ...I (..) • • • 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR. • 2. EQUIPMENT ANCHORAGE EMBEDIMENTS ARE UNIQUE TO EACH PIECE OF EQUIPMENT. AND ARE NOT SHOWN IN DETAIL ABOVE. CAn-1cA1?T GARCIA VON LANGEN CG\/ L. 12396 WORLD TRADE DRIVE, 5UITE 312 SA.N DIEGO, CAUFOAl'-IA 92128 E N G I N E E R S 1-851!),618-1704 Fax18581618-5463 TYPICAL PAD ON SLAB NO SCALE REINF TO MATCH ---,- FOUNDATION REINF NOTES: NO SCALE POINT OF THE STEPPED ~ FOOTING, AS INDICATED ON THE PLAN 36 DIA LAP-;:--.._ 2'-0" MIN. TYP. 3" CLR. 2x RISE, MIN. ':..- N 1. DEEPEN FOOTING WHERE SHOWN ON PLANS. AND AS REQUIRED TO MAINTAIN MIN1MUM FOOTING DEPTH BELOW GRADE, AND AS REQUIRED TO ACCOMODATE PIPES PER TYP. PIPE TRENCH DETAILS 2. REINFORCING TO MATCH SIZE AND SPACING OF FOOTING REINFORCING. TYPICAL DEEPENED FOOTING NO SCALE 'J~ N ...I u -~~ ..,., ...I C..) L.u (/') ct:: ~ • 2-#5 VERT 1 '-6" MIN. 1 ' / / / BAR 40d LAP I . 1'-6" MIN. BAR ALT BEND 40d LAP /v /OPEN END 12" V v V V BLOCK, TYP. 90" BEi ~/ 1/ ~ 30" OWL TO MATCH' HORIZ. '" I 30" V V /2-#5 VERT /OPEN END 2-# 5 VERT\ ✓ V BLOCK, TYP. BAR -.:, 0 • V I V zv ::Ev • u:, I • V -V fl\ ✓ / / ' ' , ~"\ / / V V . ' / / - V -V V / • V V ,, -V , , / BREAK FACE SHELL / FOR FLOW OF GROUT / TYP. ,1 :....L J / ,, v I V V V V . -~ "° V T• / 2 v::z ,r .... , , / / , / • ~BREAK FACE SHELL <O V I V V V --V V V / , v . ' ~ v FOR FLOW OF GROUT V TYP. V ' ~2-#5 VERT BAR, MIN. INTERSECTION CORNER INTERSECTION CORNER TYPICAL MASONRY REBAR -PLAN VIEW ED SOLID GROUT ALL MASONRY WALLS TYPICAL, U.N.O. 2-#5 CONT. IN---..... BOND BEAM 2-#5 CONT. BOND BEAM. DO NOT SPLICE TYP. MASONRY REINF. PER PLAN ALT. 6" OR B" CMV BLK. OVER OPENING f;-...L._~L...~4--.~--=------'--+-I L J 2-#5 JAMB BAR,-+::::'.::+::::'.::+:::'.:::+$1 FULL HEIGHT TYP. U.N.O. 1 1/2" CLR. I/✓//// -u • V V • • N ......_ --"" ...I C..) 1 1 /2" CLR. • ct:: ...I C..) 12" CMU BLK. #4 C IN FIRST CELL, EA. END & @ 16" O.C. FOR 6" & 8" CMU BLOCKS. #4 C 3 IN FIRST CELL, EA, END & @ 16" • O.C. FOR 12" CMU ~ BLOCK ~ ' , / .,, / / ., -----10 ---0 TYPICAL MASONRY LINTEL NO SCALE NO SCALE NOTE: MINIMUM EMBEDMENT ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BETWEEN THE BOLT ANCHOR 1/2"¢ 5/B"¢ 3/4"¢ 7/8"0 & THE MASONRY, ANO SHALL BE ACCURATELY SET WITH TEMPLATES. 1 • MIN.rt -~-HEX HEAD Y ANCHOR BOLT HEX HEAD ANCHOR BOLT #4 X 2' -Q" n----{;MU BLOCK WALL (BOLTS INSTALLED 0 DURING CONSTRUCTION) SIZE "Le• • .5 • 5• 5• 6" 7" 1· MIN.rt~ HEX HEAD Y ANCHOR BOLT ~-1" MIN SPACE ALL AROUND TYP. HEX HEAD ANCHOR BOLT L-1----CMU BLOCK WALL -----<ty\ (BOLTS INSTALLED V AFTER CONSTRUCTION) TYPICAL MASONRY ANCHOR EMBEDMENT s 9968 >-libert Street. Suite 202 Sori Diego, CA 921.3' NO SCALE Tel. (858) 566-3113 Fm:. (858) 566-€844 ct:: 0 ' 00 • ......_ co ~ ~ OPEN END UNIT -TYP. r---SOLID GROUTED TYP. ct:: 0 TYPICAL MASONRY WALL COURSE BETWENN BOND BEAM UNITS • co • ~ ~ OPEN END BLOCK r--LO BOND BEAM UNIT ::: TYP. • • r---SOLID GROUTED TYP. TYPICAL BOND BEAM COURSE NOTE: SINGLE CURTAIN OF REINFORCING AT B" CMU. DOUBLE CURTAIN OF REINFORCING AT 12" CMU TYPICAL MASONRY COURSING EB 2-#5 HORIZ. JAMB BAR, TYP. U.N.O. 2'-0" LAP TYP. 0 N NO SCALE ,---HOOK WHERE 2' -0" IS NOT POSSIBLE 2-#5 VERT . JAMB BAR, TYP. U.N.0. WHERE OPENING IS OVER 3'-4" WIDE, VERTICAL JAMB SHALL BE FULL HEIGHT TYPICAL MASONRY JAMB AT OPENING CB UNG ':i '-' No. S 3ji8 "' ... . ~~ I,~ ,.-\'¥"~· 0¼1/0 1Ruc1v NO SCALE DISCIPLINE DWG NO S4 P.E ZflO~ EXP. ~-~ /•/7 DATE DATE 1----+---+-------------+---t---t--l--~ ~ ciTErGINgrNG ~~~~AD ~ 1----+---+----------------+---+-----,,-------< IMPROVEMENT PL.UIS FOR: MAHR RESERVOIR IMPROVEMENTS TYPICAL STRUCTURAL DETAILS VALLECITOS WATER DISTRICT ~By~/ <'f ~ ,/4Y1 <fftlf(~ £ DENNIS LAMB DATE DATE INITIAL DIRECTOR OF ENGINEERING l OPERATIONS ENG NEER OF WORK "' r r ~ ~ f---- --I L_Q en w 0 :::c 0 .:e z ---0 (i) z -~~ w ...J ~ c.., I\,) ...... 0 ...J I < ~ ;;;; S2 ~ • .... I ,.,, - PULL BOX PER SHT M5 TYP. D DEEPEN FTG TO DEPTH OF PULL BOX PER@ D ,-- D I I I D I I L __ 10'-10" DEEPEN FOOTING TO DEPTH OF PULL BOX PER@ 2' -8" --------- CONC. PAD SEE B S4 LOCATION & SIZE PER MECH. LOCATION -TYP 0 ------------ STEP FOOTING PER@ 2' -8" 2· -8" 2'-o" 6' -8" NOTE: SEE MECH DWG M3 FOR FLR DRAIN LOCATIONS. SLOPE SLAB 1 % MIN TO FLR DRAINS 1 S6 --7 I I I I I I I I • I .... I _J ,.,, 7'-1 3/8" " 3x8 @ 24" 0 C .. (J\ l \__5VTYP. r -------,-----------f----------7 • I 0 0... I I ~ I I -N I I I I • 0 0... I TYP. I ~ I N I (6\ \JV I I I rs\ I I ' ~ I TYP. I I I I (7\ . I I RIDGE EAM 6x V I \ S6 J I I -/ I -I 8 ' I S6 I I I I i I I I r4\ I I I 46' -8 1;2· 5'-6" 1 S6 TYP. 5'-2" ,-------7 I I I I I I I I I I I I CJ PER ffi I I I I I I L ___ 0 ___ __J 16' -0 3/8" ,------------7 I I ~ / I I 0 I I I r§.<v I c.,~ I I I I L ____________ _J • .... I • 0 I -:.r • 0 I ix:, ' N -....... - IX) I "' 3'-0" 2'-8" 3'-3 1/8" 12' -0" 1'-4" ~ ---,----- I I I I I I I ' I I I I RIDGE BEAM 6x I I I \ r I I TYP. ~ 3x6 LK'G SLAB ON GRADE PERffi FOUNDATION PLAN SCALE: 3/8" = 1' 3x10 @ 24" 0 C . . "3\ S6_)TYP. - ---7 If--------.,,;;:'_ ~~ I I --. ' I 1 11 I I ~/ I~ TYP. I (6\ '- I I y,v ~ I I I I 4 I I RIDG BEAM E I I ... I I I I I I ,. 77 l ~ -- ,,,,,,✓ ~~ ~ _,,// V ~ ~ 1/2" PLYWD SHT'G STR. I (32/16) V ----------- I I 5 PLY. W/ 10d COMMON NAILS @ V I 4 • O.C. 0 B.N. & CONT. EDGES, ~11 6" O.C. @ E.N., ~ f'-.-_ 1 O" O.C. 0 F.Nffi 0 BLOCKED PER 1 S4 ' ~ y . 14 -y ~ I I I I I I r4\ I -t ~ 1 S6 TYP. 6 S6 ~ JOIST PER PLAN SLAB PER ffi r.F SS!!?. 5 1 SECTION 3/8"=1'-o" 1 8" CMU WALL TYP. DISCIPLINE DWG NO S5 \2V I . -I I TYP. I I-I LL ->--->--->--I --------_ -_ ..,_ _ LU C: __ J _ _J ------~ --- - 3x8 EAM --------- - I I LJ I .:-.~ J 1=, V/\\F1sn: N WONG ENGINEERING OOTVRAL ,I, BRIDGI/ DGIJll/1/118 XlNG (; No. S 35/! I., l, MIT'I!-Cf, P.E ?,9/Z~ EXP. :3--3 r·a DATE ------------ ------------__[__ - (3"\ /9', (10\ ri\ ~TYP. ~ \ S6 J ~ - ◄...-,''\ y VALLECITOS WATER DISTRICT ROOF FRAMING PLAN SCALE: 3/8" = 1' 9968 Hibert Street, Suite 202 So, Diego, CA 92131 /1\ 4S dll!LT Tel. (858) 566-3113 Fa,. (858) 566-6844 XP. 03/31/05 11CT\l'c-~ ¥A'-\IEA'rfD BY• / ~uu;c.__...~---'-'-":.;______:L,_..1.,,___ _ g ~ 2-4. ~1 o INSPECTOR I 7 DATE fSHml CITY OF CARI.SBAD ! SH3E7ETS -------+-----+----l--+-------1 L±Q_j ENGINEERING DEPARTMENT -------+-----+----<--+------ -------+-----+----l--+-------1 IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS CONTROL BUILDING STRUCTURAL PLANS APPROVED 'MLLIAM E._.e.L.\JJ,4MER -ukt4£-... r-; ');;;µ(tr •~=---: A-t~-Af -------+-----+----l--+-----1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE i--! c re ! -i:; ~ ~ :ii! ~c.zt/r(e(o5 DATE INITIAL 396 WORLD TRADE DRIVE, SUITE 312 DENNIS LAMB DATE REVISION DES SAN DIEGO, CALIFORNIA 92128 DIRECTOR OF ENGINEERING L OPERATIONS ENGINEER OF WORK -------+--DA-TE---+-IN-ITI-AL-+-D-A-TE-+-1-NI-TIA--tL DWN BY: KR PROJECT NO. I DRAWING NO. ~ Cc L CHKD BY: EN 3890 420 3 '" V 12 CRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: EN -:::=:: _E_N_G_I_N_E-ER_s_1,_s.,_,,. __ ,,_04_,,_,1,_s,_1618--5-463_ ... _____________________________________________________________ _,_ ___________________________________________ ,. ~ I I ' ' a I N 0.. :3 z ::E • "' I "' a:: 0 ..., ~ • I ai "' __, u FTG DETAIL BM PER PLAN • BN FRAMING DETAIL A35 @ 24" O.C. HGA 1 OKT @ BLK'G BLOCKING ST6224 B7 ~ 3x6 BLKG -~ @ 24" o.c. CATI-ICAJP GAIKI.A VON LANGfN Cc \i L 12395 WORLC T'1AD~ DRIVE, SUITE 312 SAN-DIEGO, [I\LlfORNIA 9212:S E N G, I N E E RS (85B)61B-1i04 F<1x(8SB)51B-5Jo.63 a• CMU WALL, SOLID GROUTED W/ #5 @ 16" O.C. EA. WAY DWL. MATCH VERT. REINF. W/ STD HOOK SLAB ON GRADE W/ #4 @ 12" O.C. EA. WAY CTRD IN SLAB OVER 2" CLEAN SAND OVER 10 MIL POLY- ETHYLENE MEMBRANE OVER 4" CLEAN COARSE SAND • 1" = 1 '-0" CJ) TYP U.O.N. ST6224 @ 4' -o· O.C. 8.N. ROOF JOISTS PER PLAN W / "U" HANGER ~-ROOF PLY PER PLAN TYP ~-3x8 LEDGER w; 5/8" DIA A.B. @ 16" O.C. ® _F_RA_M_I_N_G_D_E_TA_IL-GJ) z ::E == ==1== == ' 1 1, I I l Ill l ll l l I Ill l ll I 'I -Ill Ill DWL. MATCHVERr:-1 I REINF. W/ STD ALT. BENT • 2'-0" FOR ADD'L INFO. SEE 1-----1 • (3) #5 CONT T & B FTG DETAIL ~ --------~ (2) #5 CONT. J FRAMING DETAIL PRECAST PULL BOX PER SHT M5 • • • • • ~RIDGE BEAM PER PLAN ~ 'HGLBA' BEAM SEAT FOR ADD'L INFO. SEE ADD (2) f5 FOR EA ADD'L 18 OF FTG DEPTH ~ CONT REINF PEREB MATCH DEPTH OF PULL BOX 0 1 FTG DETAIL -------------!12 2x BLK'G CONT.--~ FASCIA PER ARCH'L W/ 2-16d (2) #5 CONT. J 8" CMU WALL A35 C EA. BLK'G A35 EA. SIDE EA. JOIST ROOF SHEATHING PER PLAN ROOF JOISTS PER PLAN 4x NAILER w/ 3/4", BOLTS x5" EMBED @ 24" O.C. FOR ADD'L INFO. SEE 3 A35 @ 24" O.C. HGAtOKT O BLK'G ST6224 BETWEEN BLK'G TYP. I I /_(2) ROWS OF 3x6 BLK'G PER PLAN ROOF JOISTS PER PLAN~ FOR ADD'LEBEB INFO. SEE " ,. -- ST6224 A35 @ 24" O.C. HGA 1 OKT @ BLK'G ~-----17"-+-,"----+-~-3x6 BLKG @ 24" O.C. FRAMING DETAIL r-z'I --------0 FRAMING DETAIL ri'\ --------~ FRAMING DETAIL --------------------{5 1/4" ·u· PL x 1·-s· w; 2-3/4" DIA M.B. EA SIDE OF RIDGE BEAM 1 4 1 1/2" ~-RIDGE BEAM TYP EA SIDE ~=========a!,===4-<=amis==a====#=-=I PER PLAN PL 3/4x8x1'-0" W/ 2- 3/4" DIA x 9" NELSON STUDS @ 9" O.C. OVER 1 1/2" NON-SHRINK GROUT CMU WALL PER EB BM PER PLAN 4x NAILER ,----(2) A35 EA SIDE L4x3x1/4 (LLV) x2' -0" W/ 1 /2'' DIA x 2" LAG BOLTS @ 4" O.C. 3/ 4" DIA x 1 O" EMBED A.B. @ 6" O.C. B.N. \'U' HGR FRAMING DETAIL ® FRAMING DETAIL ® FRAMING DETAIL 1 VALLECITOS WATER DISTRICT ~~~BY,-4? -4" / (_/_,, CY· a-1' 'f/t-r/4< DENNIS LAMB DATE DIRECTOR OF ENGINEERING 8. OPERATIONS 9968 Hibert Street, Suite 202 Son )iego, CA 92131 Tel. (858) 566-3113 Fe, (858) 566-6844 QITSS,' XlNG C ~ No. S 3ct$3 Q( • ' ) t. 03/31 /05 rRuc rJ'? 1--'v DISCIPLINE DWG NO S6 /@ifs'.; C£?G· • . ()1/-,ff-Ld P.E. MO<r EXP 3•3/•IZ DATE 8-ZA-tD DATE ~I I CITY OF CARLSBAD I I SHEETS I t----+---+--------------+---+---+--~f------t ~II ENGINEERING DEPARTMENT 37 t----+---+--------------+---+---+--------1f------t IMPROVE:MENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS STRUCTURAL DETAILS APPROVED WILLIAM!="'l,.LJMMER 1------+--~--------------i-----t---;---t-------'I ,u?$,/4, Y", ~•2-• 1 e ±1:2• 0.5 1----+--+.:---;;-=--:;=;;=----------t---+----t--j----f DEPUTY CITY EN31NEER PE 28176 EXPIRES J/J1/06 1/S Bt/lt.T DWN BY: KR PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL C D BY REVISION DESCRIPTION OTHER APPROVAL :TY APPROVAL R~~ BY; :~ 3890 420-3 DATE DATE INITIAL ENGINEER OF WORI< + ,., ,2~\~5 -~ --N 0 ! -z - 36" X 36" CONCRETE CONOUIT BANK, TYP PULL BOX D SEE DETAIL C/M7 48"X4f!"' _ __.. CONCRETE PULL BOX W/ COVER,T'IP 6"• AIR VEN ASSEMBLYW/ VENT SCREEN 25' 'MOE DAM CREST ACCESS ROAD PIPE SUPPORT PEDESTAL #2 SEE DETAIL A/M9 0 3'ROCK BLANKET ALQNG U /S Df,M FACE_ ' ---------- NEW 18"; 10 GA SST J16L 1/0 PIPE -----------------4----------- Cc\, L -----.-JII 1 SM .. ,C♦I $ '2111 E N C.: I N E E R S .....,,_ f I f ■ !ffJ 4 NEW18";10 +-M~6--,...+ GA SST 316L 1/0 PIPE DETAIL SCALE•1-= 1' 0 C '-M1 , I r- / ' J 70'-6" PIPE SUPPORT PEDESTAL #1 SEE DETAIL A/M9 ! TRANSITION SUPPORT, ! SEE DETAIL O/M9 ~- ------ TEE-SCREEN ANO 18" BFV, TYP SEE DETAIL B/Mj) PULL BOX E SEE DETAIL D/M7 PIPE SUPPORT PEDESTAL #2 REFER DETAIL C/M1 1s·-o· PIPE SUPPORT PEDESTAL #3 SEE DETAIL A/M9 l NEW 18"• 10 GA SST Jl6L 1/0 PIPE 1 s· -o· ; j r--·· I ; PUUL BOX F PULL BOX G SE~ DETAIL D/M7 SEE DETAIL D/M7 • "' 1s·-o· ' SEE DETAIL B/M1 PIPE SUPPORf PEDESTAL #4: \_ EXISTIJG 111•; INLET/f)UTLET AC PIPE 17'-9" PIPE SUPPORT PEDESTAL #5 I .,1/ /' I EE DETAIL A/Ml PIPE SUPPORT PEDESTAL 16, SEE SECTION 5/M6- / • NEW INLET/OUTLET PIPE AND CONDUIT BANK PLAN DRAIN VAL VE, 6" 316 SST BFV (NORMALLY CLOSED) W/ HYRAUUC AND PNEUMATIC ACnJATOR 36" X 36" CONCRETE CONDUIT BANK, T'IP PIPE SUPPORT PEDESTAL #5 SEE DETAIL A/M9 4 M6 SCALE: 1/8"• 1'-0" l-1-1-1-1-1-1-1-1-I 1-1-1-1-1-1-1 _!_-1-1 I 1-1-1_1-I_I-I_I-I_I I rr,---,--,---.-1-. 1_1 -1 _I -1 _I -1 _I -1 _I -I _I -I _I -I _I -I _I -I _I I I I I CONNECTION DETAIL, SEE SECTION 2/M6 DETAIL SCALE, 1/2 = 1' 8 Ml PULL BOX G SEE DETAIL D/M7 I VALLECITOS WATER DISTRICT ~zY;V DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS NEW 18"f 10 GA SSTJ16l 1/0 PIPE I I I -~--4~/t----1 I I ,___ 24" ADAPTER COUPLER DETAIL A SCALE, 1 • 1 M1 &"• SPOOL, 10 GA 316 SST FLG X PE 24"• 10 GA 316 SST FLG X PE WALL PIPE ACCESS WAY W/ BLIND FLANGE_ EXISTING INTAKE STRIJCnJRE W/ NEW CONCRETE CAP, REFER DETAIL A/M6 "AS BUILT" &<4.<9 • P,E_ "'2#17~ EXP. 3-3 l• 12. DISCIPLINE owe No M1 0.9-t-HI DATE LlE~ BY: ru~..,.. G& / a-z~-@ INSPECTORr/ DAT£ t---+----+------------1---4--1--~----I ~ I CIT~N~NG ~~~~AD 11 ~ IMPROBMDT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS INLET/OUTLET PIPE PLAN REt.OC.ATE Alll rM DA1E N1IIIL 1),\1'[ NM. ENb!L\ uf WDII( REVISION DESCRIPTION 01l9. XI IL:.11. 1" -~- l ,20,os r [ ~ r u z C z ~ ~ w _j <( 0 u "'" . Ul (,,I 11\) _j ..... 0 <( I z w G 0:: 0 j. N g E 0 "' ill ::::, CCV L 12"' WOII.D TRADE DIIIVE, SIIT'E 3\2 SAN DEGO, CALlFOflllA t21R E N • I It E E t S l1S116,0-fl04 Foxl115116,._S4'3 590 580 570 560 550 540 . -. go,:; RELATIVE RECOMPACTED SOIL 6"<11 .316SST AIR VENT 27" ¢ INTAKE TEE ~ SCREEN SEE DETAIL B/M9, TYP. , '\ \\ 36" X 36" CONCRETE CONillJII.8ANK£NCASING HYDRAULIC, PNEUMATIC AND ELECTRICAL SUPPLY LINES \ \ JOINT CONNECTION l SEE DETAIL D/1.19 \ -\-I \ '\ PIPE SUPPORT ,SEE DETAIL D/M9 r 18" BFV W/HYDRAULIC AND PNEUMATIC ACTUATORS, TYP SEE DETAIL C/M9 I ./ / 2·-0·,TYP -PULL BOX E, / / SEE DETAIL D/1.17 --=V::'.==MAXlMUM OPERATING PO_O_L_W_.S_._E_L_5_9_3 ____________ _ 590 580 570 ~PULL BOX F, / SEE DETAIL ,/ D/M7 /18"¢ 10 GA 316c / SST 1/0 PIPE PIPE SUPPORT-/ PEDESTAL fl ,SEE --·---// DETAJL A/M9 AND SECTIONS 2/M6 &: 4/lwt6,TYP 7, ___ n•-"---___ ., OF " .. ""---_ -----~Zu.PL±"'-'l,,']'-'6'-"ll_JuDL.-"GucAL.13CLIJ 6a.,S;,.S>JJc__,,AarlR'---'VCJCEnNiJ.JP:::JILt:PLE ____________ L..-. PROFILE SECTION SCALE: 1 /8" = 1' M1 & // PIPE SUP'.Mi~ ~ LI:, PEDEST A /13. SEE DETAIL A AND SECTIONS 2/M6 &: 4/M6,TYP EXISTING 18" ACP 1/0 PIPELINE-~ I~Rt~~~~~ OUTL~~ ~-4-----►• // PIPE SUPP~~ PEDESTAL 5, EE --...,._~Li:, DETAIL A/M AND SEG---2A,l&-&- 4/M6,TYP 560 1'~4..ZG \] MINIMUM OPERATING POOL w.s_ EL 555 /7'ULL BOX H, ~PULL BOX G, / SEE DETAIL E/_/M~7'J.-_ ___ ,,-----,.----.._.,,----.._ , SEE DETAIL D/M7 / 550 / /-NEW CONCRETE CAP FOR EXISTING ,./ INTAKE STRUCTURE, SEE DETAIL r-..-~~,/ A/M6 AND E/M9 540 "-.::} ___ /i"Wi!,I.I: i!"l_ !KS.58 -· _,,,,...___ A ~~EXISTING INTAKE STRUCTURE \ ½.E. 536.0 --------~9~9_'±~0-'--F_1~8~--~ 10 GA 316SST 1/0 PIPE VALLECITOS WATER DISTRICT ~yteu DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS "AS BUil T" DISCIPLINE DWG NO M2 ,(/felt--/~ P.E ?J(!Z~ EXP. 3-,t•/Z DATE INSPECTOR fSHm7 CITY OF CARLSBAD fSHillsl .,__--+----+----------------1------l---+---+---~ ~ ENGINEERING DEPARTMENT LE_j :=='....'::::=========="==~ 115 IJU/lT REVIS PEbE~T~L NUMBERS R!;LOCATlc VENT It 5!-lllW liORIZ. PEt>E:STAL 'fO(J[ DATE INITIAL DA TE iNITl.4.L ENG1NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL c,rv APPROVAL IMPROVEMENT PLANS FOR: lWIR AE8BM)IA I ICChT .JS lilll..E'li"nun.ET NP£ ~ APPROVED ~LLJAM,,....,;';-UMMER 4}(?(1-:; 7', ~ Yl 4,J:2-Q,S DEPIJTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE DWN BY: SPA CHKD BY: JJ/Ms RVV.O BY: AB PROJECT NO. 3880 n :r: () z 7 L <t u l/1 __J <!.. L 0 0::: C) I ,----,---------------ivl"'"1.mNN_~----i-1 ------~ -+-- - --f-;:_::-_----==-----==-----==----____fl.lXIR..JmAIL--::,., ----,- ~'\ "" ,/i' /DRAIN LINE pq ,,-2"f SD >-~_L_ --+ ---~ =----=----=-_J_ --~----=----=~~ ---_HOSE ___ SEE_ - -. - -L - - --;-- - -·'--'--___ I< DRAIN LINE 10 ,/ MAHR RESERVOIR ( I I y I --~~~ I AERAllON SYSTEM 10-GAL RECEI~ TANK W/ AIR COMPRESSOR AND CONlROl PANEL~ c--... I'---. ~ i---.,__r--.... : \J I ~-------------===-I 4" CONCRETE EQUIPMENT PAD MEQ:t+MCN ROCN FLOOR DRAIN, SEE DETAIL J/1,110 (TYP) FLOOR DRAIN I I ~ I I I I I I I ---~~ANAI..VZER ----~I PER SPECS v ~r--==- 1· TYPE 3111 SST AIR LINE T"!' ====-► ~ ~ ~ I / I/ FLOUROMElER PER l/ SPECS 1-1/2" SCH 110 P\o'C PIPE CONTRACTOR 10 FE.D ROUTE ABO~ DOORS AND IINOOWS PER M4 ◄ WAil. lilOUNlED PIPE ~ !M'PORT, TYP SEE DETAIL 3/W8 ~ a-tEIICAl..FEED ~,,.,, .. CONlROl PANEL PER ~ SPECS I'-, C£lfDCI 5 ROCN PEDESTAL MOUNlED PIPE SUPPORT, TYP SEE DETAIL 4/WS I r,,,,,_ -~... / ,-SCH ao P'IIC BALL r._.,.... ....,... / ~\'E, 1RUE INON, I -450-0AL PORTMII.E CJfFNIMl. TOTE, M0DO.. TC-~ BY EN\1RONMENTM. r ~ FEED C.O, SEE DETAL 1/W8 DETAIL~ tr==cwQlbllO(DIXCCXJ1JNI INIIE~CTF:!j !::;-;::=======>;:y==1==~ SNETY PRODUCTS ~ L_ OR APPMY'e COUPUR, TYP 1\ ~l.'1.-W-+--1--1--l-+-l--l--ll EQUM. (TYP Of 2). ,...._ 50"X50"~• SPILL CONTAl<IIIO'T 0BICAL FEED l'UII' PER ---.,. ::::'""'"' .... '"''-.,,.. 'rt LJ.J...111.L_nts SECllON OF PIPltG PROW>ED BY CONTRACTOR AND COOIDNAlED WllH TO ~ V I/ PALLET UNT MJDEL IIN-IBC-1 WllH 5'X5'X30" POR Aa.E SPU BERM M0DO.. S8M2•""' BY 1++-+1 DMROtlllENT ,-• SAFETY PR<JOUCTS OR EQUAL (TY OF 2) \ • : ' O:fMCN m:rem: era PLACED 1HRU A 1.5" TYPE = 3111 SST WAil. SLEEVE ----1:::===="~:!:1~:Tff:i'-~=r==:::1---Jlr 1 ____ 1 ~~---µ1 1 ____________ +----~-----t:===::ii~~~~E=========~==========l==~J ~ HH"" \ I I I I I --.... I I I I \ 11 II II '-.,,....-~ ii ii ii I ~~~~J\;8 ,~AllON/, '\ LI,,.,.,,:=" -';';;.."Wi,.-: {)'P)J-\--·+-----------GROU1ED WALL PENElRA1lON PER DETAIL 2"'8 11 II II I _,. ~~E (ej.JRIED) ~-----------------______________________________________ __J AU t.SS VAULT ~ --~ PER DETAIL 1/C4 I u FLOOR PLAN Cc\! L lfflO WORt.D TRADE lllltYE. SUITE 312 SAN Dl:GO, CM..IFOANA !112121 E NG I N E ER S ,_._1714 fultslll•-5463 12 1 CMU WALL-- //:~:· .. \., . -., . ·, .. PROVIDE & INSTALL SIGN :.',_:;:~:-._'. AT A EC ... , .. . LL R YCLED :i··",'.:., .. . WATER BIBB LOCATIONS, . -, .. SIGN SHALL READ--✓ ~-: .. :,.>/' ~----_;;. __ _;,:::....c::..__ __ : .·:'., ' .. ,. CAUTION! ::;".' ; .. , . NON-POTABLE/RECYCLED WATER::,(',\\:~ DO NOT DRINKI : · '., , . .-. ,..._ ___________ __, ._~ .. :·~ . .-. :):::·\\:-~ NOTES, 1. HOSE BIBBS SHALL BE HAND WHEEL OPERA TED, ALL BRASS OR BRONZE CONSTRUCTION. 2. THE HOSE CONNECTIONS THREAD SHALL BE MALE HOSE THREAD. . '• ' .. • - • J ••• ::\~,:~ ·:· ..•. SCALE: 1/2" = 1' _,--314• BRONZE HOSE BIBB ~-STAINLESS STEEL WALL MOUNT L-----3/4• SCHED 80 PURPLE PVC NIPPLE 3. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. FLOOR SLAB\ .-:/_' . .-:;-, 3/4• PVC BALL VALVE (SOCKET) 4. USE STRONG WALL BRASS PIPE lt=0.221•1 & 125 lb CAST THREADED BRONZE FITTINGS 5. CAUTION SIGN LETTERS SHALL BE 3" HIGH -Sky Prk r:::.o.s-t. EUa 2CD Son 1:Joao,C&QE!EB EEe) 87 4-B:J CONCRETE STRUCTURE -. .• .-.. , . . ' ... .>\:'.~-~--==,~----STAINLESS STEEL WALL MOUNT :,-:::-_\-':-,_··J · .. ··,• .. .-· 3/4" PVC UNION (SOCKET) 4 . 4 ~-3/4• SCHEO 80 PURPLE PVC (PER PLAN) 3/4• HOSE BIBB DETAIL 1 SCALE•NONE M3 WATR0004D (7/CQJ • co ... VALLECITOS WATER DISTRICT ~B~~ ' ~ +ft1/ex DENNIS LAMB DATE DIRECTOR OF ENGINEERING & OPERATIONS NCUES· 1. CCJNTRACTDR SHAU. FIELD 'vUWf ALL rnnnct·s SIIO.C PRIOR TO START WORK. 2. DETAP..S Of EQUIPMENT AND EQI 1PliEt'- NSTAU.AllON SHAU. BE PER APPIIO'«D MAHUFAClUAER SHOP DRA•IGS 3. CCJNTRACTDR TO SI.BIT PIPE SUI FORTS NID PIPE !UF FORT DETAILS It. F I N IG SHOP DRA• I GS t-tUs L R HID Tl'PE Of SUPPORTS SHALL DEPEND ON FINAi.. PIPING DETAILS PREPARED BY lHE CCJNTRACTOR. 4. l'UIIIF ED .wPPL Y AND RETURN U€S SHALL BE INSTAI I ED TO DRAIN BAO< TO THE. N£SElt«AR. 5. AU. P\IC VAL 'wES SHALL BE PYC lift.IE UII ON BALL VAI..-.E:S, SPEARS MODEL 11J-2-01N OR APPR<MD EQUAL 9. PROWJE WNNNG SIGNS FIJI USE C.-IIIECYD.ID WA'IER e EACH HOSE 1188 LOCAllON PER DETAIL 1. DISCIPLINE DWG NO M3 "AS BUil T" P.F '2.Jj/7~ EXP. 3•:,/•t2 <8-1~-1, DATE f~r / ....,{l}_'""""·~~.:::IW:!1.11\.1"¥---s-zet-w INSPECTOR I', DATE fsHm]I' CITY OF CARISBAD ·11SHEETS I ~-=--=--=--=-1-:::.-:::.-:::.-:::.t-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_~~-=--=--=-:t-:::.-:::.-:::_j-:::_-:::_-:::_-:::_j=_-:::_-:::_j ~ _ ENGINEERING DEPARTMENT _ 37 D,_lE NTIAI. Dll.lE NTIAI. 0/llE NTIAI. ENOIIIEER Of WOIII( RE' IISION DESCRIPTION OlHER APPROVAi. CTY Ai I ROYAL IlfPROVEMEJff PLANS FOR: MAHR RESERVOIR IMPROVEMENTS AERATION I CHLORINATION MECHANICAL PLAN D'M-1 BY: TI CHKD BY: JC RVWD BY: fN MER PROJECT NO. 3890 I DRAWING NO. 420-3 ----1io,os C) s a, (/) g. X I ,,, ~ "' "' CCV L 123'6 IIORUI TR•llE DRIVE, SUITE 312 SAN DIEliO, CAlfORIU '2121 E N G I N E E R S 11511111-Tlt4 F"lfillOW-54'3 I ,/ ' . 3/4" SQf 110 PIIC ----- -Sky P,rlc O:,.st a-a:XJ Ss>[:J.gg,C::..llEES (815B) B7 .i s 1:. FROM otEMICALI.!., FEED SEE P\M'S DETAIL 1,'UIS L --~ ~ f--- f--- ~ ~ I - - - ~ ~ '-- '-- r- r- ~ ' 2" CCI 180 SEWAGE AIR 1/AaJUY / AIR 9£1 EASE sat IIO PYC SAMPLE LINE I/Al\€, NPT, ARI 0-025-2PT OR EQUAL SIZE PER MANUFACTURER -- (:[,/1.5" TO 2" SCH 110 PIIC PIPE INCREASER a. J > I-<M.0RINE RESIDUAL ANALYZER I, .. -SERIES 1870E CAPITAL CONlROl.S -' 1.5" SCH 80 PIIC BALL /1.5" SCH 110 PIIC • /1.5" SQf 110 PIIC r- '5.r I/Al VE. lJIIJE UNION RE1URN LINE II? OR APPROVE.I) EQUAL ~ PUMPED SUPPLY LINE ~ ' ,r --t " I ~ -~ t e· ITYPI \. •• ,, ' ! f--- SCH 110 PYC SAMPlE l '-LINE SIZE PER '" ' J, ., ..... ~ ~ -' MANUF'AClURER-------' ,__ / ' ~ ' / ' r- ' ON LINE Fl0UROME1ER -~ / ~ ' ' ~ WATai MODEL / ' 24" I• r- ' &500 BY 1URNER DESIGN _ LI'-/ ' • ' OR Af'PRO'.a) EQUAL APPOX. / ' r-/ ' ' ' SCH 110 PYC DRAIN L...--- ' LINE SIZE PER , / WANUFAClURER / --/ / • / / / / [_-----sai 80 PYC DRAIN / LINE SIZE PER / MANUFACTURER u " < ,, ' ' " ,, / I✓ I . ' ~'-~ ' I ACCESS VAULT A SEE DETAIL 1/C4 z :IE II? e• MIN ITYPI =t I z - :IE ~ • 1- IO - .. 3/4" CRUSHED AGGREGAlE PER SPEC 022DO 0 I .. • ' ' ,.,,. ,y·· ' ,, -" ' _,_._ \ FLOOR DRAIN (m>) SECTION 1-1 /2" PYC SCH 110 W·,U di JIJPPLY ANO RE1\JRH LINES 1--1• TYPE 3111 SST ~ (AIR SUPPLY) 1.5" TYPE 3111 SST 51.EEVE. W/ ElCPANSIVE. a osrn CELL f'OAM (AIR SUPPLY LINE ONl Y) PIPE SUPP ORT PER DETAIL 4/MB • SECTION ICW I· 1/r • 1• 3' / ' ,, " , / / -, ' ' ' ' ' ' ,, / ' / ' , , ' ' , t ,, " ' CHLORINE ANALYZER • 0 0 TO FLOOR DRAIN ' / / / / / / ,, " " ' ' AERAllON Sl'Sltll .-1.1 / I .. RECEI\Ut T AHi< n i, "'I : l,---SCH 80 PIIC DRMI LINE !! SIZE PER '\._ MANUFACTURER I °'"' - \ I -' ' ' " ' -<• " CONlROL PANEL , 7.5 HP MOTOR AIR 00I IFRCS&lR 21-25 sent CAP/11:JTY PMESSF 5£T POltT RANGE 50-125 PSIG INl11Al SET POltT SO PSIG lll0DEL Ol.507.5 011 FSS OCI IFII SSOP PER INGERSCL-RANO OR APPROVE.D EQUAL , . . 1 I • ' . ' . SO-MILON HORIZONTAL AIR RECEIIIER TANK ~ r- r- r- r- r- ~. ~" , ' ' ' ! • I ,i DISCIPLINE DWG NO M4 "AS BUil T" 4'l'Zf?.f · 62:i z.-09-HrP P.E, "Z,fit7& EXP 3-'J/• £2. DA TE RE\11!O BY: Ii) J&'µ.__,.M Yf1/ INSPECTOR fsHrnl CITY OF CARLSBAD fsHErnl t----ll---+----------------1---1----1----'---1 ~ ENGIKEERING DEPAR1MEKT ~ :===~===::::::::::::=::::::::::::::===~=~ IMPROVDO:tl'I' PLAHS FOR: MAHR RESERVOIR IMPROVEMENTS AERATION / CHLORINA TIOJII MECHANICAL SECTIONS VALLECITOS WATER DISTRICT RE)ll~Y-,-h u V'~ CY· 1~6S 1----ll---+-----------------11---1----1----'---1 APP':,~1%, '::LLI~ E,~;E:.,.A _,,.gl,•'./--1.~t'I t----11---+,.-----r.,.--;...-r,,;,-----------11---1----1----i---1 r,{;fTY CJTY ENGN:ER p7rnn ElCPIRES 3/31/08 D~TE U'LT DATE IIIITIAI. DAlE IIIITIAI. D!:'DBBY: ~ PROJECT NO. I DRAWING NO, DENNIS LAMB D TE DIRECTOR OF EtlGINEERING & DATE INllAL ENlllNEEll Of' -REVISION DESCRIPTION OlHER N'PROYAI. CJTY APPIIOYAI. ~VWD B~~ ..j 3890 _ 420-3 OPERATIONS ;__ ... ~ ~ r r r r ~ .., ~" 1--- " c r:.. ~ [Q ! ;ii: ~ ,wos- 3/4" RI ID SSTJ16 HYDR ULIC AND PNElM ATIC LINES, TYP~\\, 3" RIGID SST 316 AIR LINE , \\ \ \ 48" X 48" HYDRAULIC/PNEUMATIC PRECAST CONCRETE PULL BOX W/ LOCKA3LE ALUMINUM ..,___J- ,--------!======'"'11' I \ CO\IER, SEE DETAIL A/M7. --....\, \ \ 36" X 36" CONCRETE / / /II 'ff If f / CONDUIT BANK ------------I 1 --------;~ I I ti I, I I ,, I I I ><-1!_ JU fl II IJ ti i ,,,,, ~J'~ L 1-1 /2" PVC CONDUIT ~ t~:JiGNT.CIN1 UA~s_r_r (VAL VE PROXIMITY ., SIIHCH CABLES TO HYDRAULIC/PNEUMATIC EQUIPMENT CABINET AND PRESSURE TRANSDUCER :JIii 3' 6" 8 I- -rblvr-.L, HYDRAULIC/ PNEUMATIC VAL\IE CONTROL CABINET 1 90 GALLON PNEUMATIC ACCUMULATOR \ DRAIN L'NES ~ 1 \ \ \ \ \>--------< \ .. " I "' . I co _/ J' \_ \ \ HYDRAULIC ~HYDRAULIC \ RESERVE FLUID \_4" CONCI :::TE ACCUMULATOR RESERVOIR EQUIPMEI T PAD 10'-o"' ,/I I I a' I I I I / \ ' ', I 1/ 10 HP MOTOR AIR I_/' r I I COMPRESSOR I '-----~ 4" CONCERTE -<' _.,,...,--EQUIPMENT PAD MECHANICAL ROOM I I ' 1 AIR B.I\CKWASH r,2-GAL ?/VENTILATION FAN W/ / ! SYSTEM 400-GA / VAL VE Ir 2" X 2• D MPER TYP AIR RECEIVER TANK / AC11JATOR / 1 A • / T.,.,._,,_... I I I I I I I , I I / __ /_ --/ l DRAIN LINE ~ -------~ ID..... AIR BACKWASH I CONTROL PANEL t:t;' • 0 I o 1--1 ELEC1RICAL PANEL -,-1/ §!ijyr, - CONTROL ROOM HOSE BIBB, SEE DETAIL K/M10 ~ ·-I"-.-....,--, r" 3l I / I I / : W.I\LL MOUNTED PIPE ,----CHEMICI\L FEED / /~LOOR DRA'N, SEE I SUPPORT, TYP I PIPING, SEE / _/,/ JETAIL J/M9, TYP I SEE DETAIL~ / DETAIL 1 /MB. _ I ,,\, _J~./ r PED AST AL MOUNTED PIPE I \, C,O, SEE DETAIL .. , SUPPORT, TYP I '-L/M10 ~-, _/ SEE DETAIL 4/M8. _ ~ CHEMICAL FEED '-,, 1 -'---cc---======~--'----------'----~ '==;====='•"r;, SYSTEM CONTROL , '7 ~ . ,,,--gALL VALVE, TYP PANEL PER SPECS ", \ r gg~cp~~~N~pc: ·~1;:';::;::..,/;::;::;::;::;::;::;:;tt.,,-;::;:;:::;::;::::;::;::::;::;::::;::;::;- \ I I I I I I I I I I I I IJ CHEMICAL FEED PUMP WALL MOJNTED,SEE D~TAlc 5/M8. \ I I I I I I I ,· I I I I I I I ~~ ' MANHOLE, REFER DRAWING C2 CABLE TO CONTROL PANEL N THE CONTROLS ROOM). DI 1--k----:::-~ AERATION SYSTEM 80-GAL RECEIVER TANK I 4" CONCERTE I_/ 7 / /PRO~DED BY TOTE SUPPLIER ij -400-GAL CHEI 'CAL TOTE AND CONTAINM~NT PALLET, TYP 3/4" HYDRAULIC TIJBIN8 SST316 PRE-B~NT W/ 37- SST316 FEMALE JIC ::,:::.,::, "" \ TUBING SST316 • DRE-BENT W/ 37-\ SST316 FEMALE JIG '\ FLARE AND NUT, TYP \ \ \ PIPE SUPPORT UNI-STRUT P101UU,-¾,,--- OR APPROVED EQUAL, TYP ON 3/4" TUB'NG ---.. ' "' I in 'co • I • N a:J I I \ '\ \\ 3" PE AIR LINE ---._°" ~"' -I".., 36" X 36" ~---- AERA TION/RECIRCU LA TION PRECAST CONCRETE PULL BOX W/ LOCKABLE ALUMINUM COVER 48" X 48' CONCRETE __/ CONDUIT BANK I \ r:3/4" HYDRAULIC AND PNEUMATIC FLEX HOSE W/ 37-MALE JIG / STRAIGHT FITTING, TYP. I I l,1 J/4" X 3/4" FL/I.RED // NUT, TYP ' 11 \ \ '\, \, \ --3" RIGID '~3• SST316 ~3• SST316 BALL VALVE SST316 AIR SPRING W/ PNEUMATIC LINE CHECK VALVE AC11JATOR,TYP. ,-48" X 48" PRECAST CONCRET PULL BOX "" W/ AIR COMPRESSOR ~D CONTROL PANEL · aHLORINE °"' . RESIDUAL c.~ _ ~ALYZER I ' I GLASS BLOCK 1r WlNDOW 6" DRAIN P IP E --,_',,. -~ / FLOOR DRA EQUIPMENT PAD! ~I--------~~ 4' -o• I ---........,,.----- FLUOROMETER, I ·~ I FLOOR DRAIN.SEE DETAIL J/M9, TYP FLOOR PLAN SCALE: 112" a 1' 12-GALLON VI\LVE ACTUATOR TANK 1-1/4" PVC SCH 80 RECIRCULATION PIPE '°' 3" PE AIR ¼ LINE\ in \ \ REFER DRAW1NG M-J FDR DETAILS rCHLRON E RESIDUAL / ANALYZER I I =-J>-..,r-// ', . __.,.,-24" X 24" PRECAST CONCRETE PULL BOX / AIR COMPRESSO CONTROL PANEL I □□□ □□□ □□ •• 0 0 .___ J HP MOTOR AIR COMPRESSOR • • \~ BO-GALLON HORIZONTAL AIR RECEIVER TANK --. Cl] SECTION 2 SCALE: 1 /2" = 1' M5 ' I 0 I 0 I • ' , . I.",< CHEMICAL STORAGE AREA 3/4" RIGID SST316 HYDRAULIC AND PNEUMATIC LINES, T"P 1 ~" SEPARATION BETWEEN Rl81D TUBING, TYP PIPE SUPPORT lNI-STRUT P1000 OR APPROVED EQUAL, TYP ON 3" PIPE J" RIGID SST316 AIR LINE I I I I I I I I I I I I I I I NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION SHOWN PRIOR TO START WORK. 2. DETAILS OF EQUIPMENT AND EQUIPMENT INSTALLATION SHALL BE PER APPROVED MANUFAC11JRER SHOP DRAW1NGS. 3. SANITARY DRAIN PIPE (SD) SHALL BE CAST IRON SOIL PIPE (CISP) PER ASTM A74 WlTH SER~CE HUB AND SPIGOT COMPRESSION TYPE CONNECTIONS OR HUB LESS CAST IRON SANITARY SYSTEM PER CISPI 301. SLOPE DRAIN PIPE MINIMUM 2 PERCENT. 4. CONTRACTOR SHAcL SUBMIT PIPE SUPPORTS AND PIPE SUPPORT DETAILS IN PIPING SHOP DRAWINGS. NUMBER AND TYPE OF SUPPORTS SHALL DEPEND ON FINAL PIPING DE-AILS PREPARED BY THE CONTRACTOR. "AS BUil T" RE~E D BY: U) DISCIPLINE DWG NO MS DATE INSPECTOR DATE SECTION l----+---+--------------+--t--------1t-----r-----i ~ cr~yGIN~!Nc ~:~~~~AD ~ SCALE: 1 /2" = 1' M5 VALLECITOS WATER DISTRICT Rr:z,a-u CG L DENNIS LAMB V 123t6 WDlllD T~lDE Dlllvt:, SUITE 312 DIRECTOR OF ENGi NEERING & IMPROVEMENT PLANS FOR: MAHR RESERVOIR IMPROVEMENTS CONTROL BUILDING MECHANICAL PLAN AND SECTIONS 1---+----+----------------t----,i---r-----r---1 _A,4b/4£o iLLlf~ ~.~~:t<=> DEPUTY CITY ENGINEER PE 2B176 E:.PIRES 3/31/06 DATE AS 8//lt DATE llllllAL ENGINEER Of lKIRK REVISION DESCRIPTION Dv.N BY: SPA G DATE INITIAL DATE INITIAL CHKD BY: JJ/MS I-------------. OlliER Af'PROVAL CITY APPROVAL RVIID BY: HI PROJECT NO. 3890 SAN Dl:li0, [AlllfORHIA ,:nzl TO S EN r. IN EE J$ ltSIIOll-1114 F•l"'1<11-'4"''3_ ... ____________________________________________________________ ... 0■P■E■R■l\■I-N ___________________________________________________________________ _ N tn baJ l u z z w _J <( u (/) _J <( z (_'.) -- O'.: 0 ) . §i El Ef ··i i~ ~ i ii ~~ ,.N Ii l ii NN ,. ~I J; <, :I .. ~ l i-c: 00 b I "' REINFORCEMENT STEEL #5 0 12" OC EW 9" Ii ; -.• _ ¼" X 4" 316 SST STRAP 3/4" • 12" ANCHOR BOLTS 316 SST, TYP • <I 4 L'.l <I <J 2 1-8" L'.l <J I I /4 18" BFV W/ ACTUATOR, REFER DETAIL B/M@ AND C/M~ (NOT SHOwFl HERE FOR h,_ C¼iiij'JY!o GA SST 316L 1/0 PIPE ¼" THK ASPHALT IMPREGNATED NEOPRENE PAD 3/4" x 12" ANCHOR ..,__, -+.------""BO"'rLTS SST316, TYP . .4 <l • "' I 'io • N I "' -~·-,,_! • ••;! '•• :1i,,,.......,,,.,,...,,,..,,......,.......,..,_,,..,,_.""'"',,.,.,.,...,,,-..,i,,.,,_,....,..,.,,..,.erl~...,---r~.,..,;~ ....... .,,.... ....... ~-.~-,,,,.. . ,_',.'. :· ·> 7·. <.: .,,;'\?~· 90ll: RELATIVE REINFORCEMENT ·ste:ti:. RECOMPACTED SOIL f5 0 12" OC EW REINFORCEMENT STEEL #5 0 12" OC EW 1B"e 10 GA SST316L 1/0 PIPE <l 6'-10· SECTION 2 SCALE: 1•-1' M1 1/4" x -4• S'T£EL STRAP OVER 5" WIDE ASPHALT IMPREGNATED NEOPfl8,IE STRAP f----+---PIPE SUPPORT PEDESTAL 2· • • . .3' -0~ .. <l, . • ... • ._:-,:·.~. ~-,...;l . 1- 2· ,e REINFORCEMENT STEEL #5 0 12" OC EW -l. -. - · Oll: RELATIVE SECTION 5 SCALE: 1"• 1' M1 COMPACTED ROCK x• X 4° 316 SST STRAP 3/4" x 12" ANCHOR SOL TS SST316, TYP REINFORCEMENT STEEL .. : ·,, #5 0 12" OC EW . '· ':ii--' . ' 0 I 1.5" HYDRAULIC LINE CONOUITS,NI' I,,,__./ 1.5" ELECTRICAL AND MISC CONDUITS, TYP 4 1/2" 4 1/2" 3/4" CONCRETE CONDUIT BANK BETWEEN PULL BOXES TYPICAL 1B"tl 10 GA SST 316L 1/0 PIPE 1'-6" <J SECTION , 3 ~ SCALE: 1•-1' , M1 , 1'4· <J <J <J I & I • "' I • • 0 I ;,, ✓-., '{-,~•i;:,. I -·-------~-~ SECTION 6 .... I-< "' w (.) < "-"' II) SCM.E: 1" = 1' , M1 VALLECITOS WATER DISTRICT Z%a;z DEN!IS I..AM8 COMPACTED ROCK k ;. f 1·· .,, 18"• 10 GA SST316L 1/0 PIPE 24" ADAPTER COUPLING. 2" ti SCH 80 PVC EXISTING AIR VENT ,,_.,_------~ - -··s.:· -90ll: RELATIVE . ·,:· ·. · . RECOMPACTED SOIL-,;:~~t DETAIL SCALE: 1/2" -1' A M2 ---... • <l •• , -.,, ,d_ 'b I --., .. ,", in•, 1 /4" x 4" STEEL STRAP OVER 1/4" WIDE ASPHALT IMPREGNATED NEOPRENE STRl>.P 18"e 10 GA SST316L 1/0 PIPE SECTION SCALE l"=I' "AS BUil T" P.f" %Mti¾ EXP. 3-3{·!1 4 M1 DISQflUNE DWG NO M6 DATE DATE l-----l--+----------------1---+--t---t---, WWI l'LUl!I ,011: R!"INFORCE"MENf C/tLL OU .S Sl-1O\',/ H0IUZ PEDESTAL l'O0TIN& DA'IE NML ENGi ER OF REVISION 0£SCRIPTION awe. #114.M. CITY .:U I AU ml MAHR RESERVOIR IMPROVEMENTS CONDUIT BANK AND PEDESTAL PIPE SUP T SECTIONS & DETAILS ';1~,:-U?~~ 1 _,,,. CJ1Y El■ M Pf: au, Cd w :, PRO.ECT NO. 3890 I DRAWING NO. ·420-3 CG\1L -:.w":,,n:r-:-~,. =~r ENGINEERING. ENGINEERS •171i\ F I ■ n::•_.1. _________________________________________________________ .. _______________ ..1, ___________________________________________________ .. z w _J <( (_) V) _J <( z (.') D'.'. 0 -----~- 3/4" 90-ELBOW FEMALE NPT X MALE 37-3"¢ 90-ELBOW FLARED JIC SST 316, TYP -' THREADED SCH 3/4" TIJBING SST316 PRE-BENT\ 40 SST 316, TYP W/ FEMALE 37-FLARE AND NUT SST 316, TYP \ \ 3/4" PIPE THREADED SST316, \\\\ TYP CONTROL BUILDING WALL \ PENETRATION ~,~--~ \ GRAVEL DRAIN PIT W/ 3" DEEP SUMP 3/4" UNI-STRUT CLAMP SST316, TYP ~," ~' / NOTE: UNI-STRUT MUST BE SPACED FROM WALL TO KEEP PIPES A MINIMUM OF 3-1 /2" FROM PULL BOX WALL / 3" SEAMLESS PIPE THREADED SCH 40, SST 316, TYP CONTROL BUILDING WALL / PENETRATION ~THREADED FLANGE SST / 316, TYP , 3" FLEX AIR HOSE TITAN /' MODEL SS200 OR / , APPROVED EQUAL W/ ,, /' CLAMPED NPT FITTING SST / 316, TYP / -__ ...... _ ~ 36" x 36" CONCRETE .:::.:t--,, CONDUIT BANK l~tt::.---:-::::--:_::::--3 ✓-✓-6" GREY SCH 40 ~;tl~~-==---::-::::__::;-;_j / PVC CONDUIT 3/4" HYDRAULIC FLEX HOSE PARKER MODEL 451TL OR APPROVED EQUAL W /10343 MALE JIC 37-STRAIGHT FITTlNG SST316 ,,..✓ /1/l~t~~~~-~ 1/1/1-1/2" GREY PVC (-{::::: _ /,// c~~u~6 ~~1r// --~ / ------------------- "' 3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 MALE JIC 37-STRAIGHT FITTING SST316 PUU. BOX A PLUllmitG PLAN ~ 1/2" GRAY PVC SCH 40 ELECTRICAL CONDUIT (TO BE CONNECTED TO CONTROL ROOM) DETAIL A SCALE, 1/2 = 1' VAR 3/4" 90-ELBOW FEMALE NPT X MALE 37-FLARE SST 316, TYP CONTROL BUILDING EXTERIOR WALL 6" CMU ~ HORIZ PIPE SUPPORT UNI-STRUT P1001 SST 316 ~" • ~ ' ,.:. VERTICAL PIPE suf>P(m'Y UNI-STRUT P1000 ·, SST316 ' 3"DEEP sui.d!"~ GRAVEL DRAIN PIT CCV L 121'6 WORLD TRADE DRIVE, SlNTE l12 SAN DIE60, CALIFORNIA '2121 EN<. I N E Et$ "51!011-1104 F.,IIS"611-54'3 /-3/4" HYDRAULIC TUBING / SST316 PRE-BENT W/ FEMALE 37-FLARE AND NUT SST 316, TYP ~ 3/4" PNEUMATIC TUBING , SST316 PRE -BENT W/ FEMALE 37-FLARE AND NUT SST 316, TYP 3" PIP HREADED SCH 40 I SST 316 "90-ELBOW HREADED SCH D I ST 316, TYP 3" UNI-STRUT CLAMP SST 316, TYP ,-CONCRETE WALKWAY, /' REFER DETAIL 9/A3 SECTION SCALE: 3/4" = 1' M? 36"¢ KNOCKOUTS l 3" SEAMLESS PIPE THREADED I SCH 40 SST316 \ \ VERTICAL PIPE SUPPORT UNI-STRUT P1000 SST316 W/ 3" UNI-STRUT~ CLAM PS SST3 16, TYP ',, 48" x 46" JENSEN PRE -CAST PULL BOX OR APPROVED EQUAL ~-----. ',, 3" THREADED FLANGE SCH 40 SST 316, TYP '~-t::---t-'-... 3/4" HY!DRAULIC FLEX I HOSE PARLEX MODEL -I 451 TC OR APPROVED I EQUAL W/10343 MALE JIC -=---1 _J___,-- 37-STRAIGHT FITTlNG SSl''-----'<;:~ -==! ~~ll==i) 316, TYP I I 3/4" PNEUMATIC FLEX ccj ~~II=,') HOSE PARLEX MODEL 540N _~~~II=;\ OR APPROVED EQUAL I I W/10343 MALE JIC 37¢ -I f ~AIGHT FITTING SST I ) 36" x 36" CONCRETE ,,,,/ // CONDUIT BANK --✓ / I \ \ 3" 90-ELBOW ,---fLANGED SST316, TYP / 3" SEAMLESS PIPE THREADED SCH 40 SST316, TYP /-6" GREY PVC CONDUIT SCH 40, TYP / 3" FLEX AIR HOSE TITAN ( I 1 / MODEL SS200 OR --j-L APPROVED EQUAL -T -W/CRIMPED NPT FITTING ---1--SST316, TYP F=ll-==f'~ ± -_ _.,,,---1-1 /2" GREY PVC r,=11::::j~I ¼ _ _ ;/' CONDUIT SCH 40, TYP 4-______. , 1-1 /2" GREY PVC I I __ _,,--ELECTRICAL CONOUJT --1- -l I '·l"'<:::--1 3 / 4" JUNCTION BOX 1 /2" ELECTRICAL FLEX / _ _,,,, --------------, PVC NEMA 6P .__,,,, __ ...,_ ____ _,,,. ____ .__......,,...._. ',_ HORIZPIPE SUPPORT CONDUIT PLASTIC __ / 3/4" TUBING SST316 PRE-BENT W/ 37-FEMALE FLARE AND NUT SST316 48" x 48" JENSEN PRE-CAST PULL BOX OR APPROVED EQUAL 3" FLANGE THREADED SCH 40 SST 316, TYP 3" 90-ELBOW THREADED SCH 40 SST 316 -~ '--....,, / , 3/4" GREY PVC/ f" ELECTRICAL /' CONDUIT -----~~-UNI-STRUT P1000 SST316, TYP SEE DETAIL G/M6 '--..____ 3/4" UNI-STRUT STRAIGHT CONTNUOUS PUU. BOX B NEC CLAMPS SST 316, TYP PLANVEW DETAIL B SCALE,3/4" = 1' C1 NOTE: LOCATE HORIZ SUPPORT -,, JUST BEYOND FLANGE , ", 11'rr-hr--nr---rm--,- -~,, I I II '-.. II ,-HORIZ PIPE SUPPORT / UNI-STRUT P1000 SST 316, TYP SEE DETAIL F /M9 3" SEAMLESS PIPE THREADED SCH 40 ~ 3" UNI-STRUT CLAMP SST 316 3" SEAMLESS PIPE THREADED SCH 40 SST316 ,, SST 316, TYP ~ 3" 90-ELBOW FLANGED ',,,,, SCH 40 SST316, TYP -' -,~- 3" FLEX AIR HOSE TITAN MODEL SS2DO OR APPROVED EQUAL NPT W/CRIMPED FITTING SST 316, TYP -----------------------------------6" GREY PVC CONDUIT SCH 40 -, W!!,U,:1-i-: _.+Ji--~TO PEDESTAL #1/#2 --........... I ___ 36" ¢ THIN WALL 1---KNOCKOUT ~~~==;jp!P TO PEDESTAL #1/#2/#3 ---~~ TO PEDESTAL #1/#2/#3 1Fl~f= 3/4" TIJBING SST316 PRE-BENT W/ WELD ON '---" 37-MALE JIC FLARE SST -----~ 316 , 3/4" TUBING SSTJ16 '"-_ "'-, PRE-BENT W/ 37-FEMALE 36" x 36" CONCRETE -~-,,____ 1TT-,"-CONDUIT BANK --------, 11 , ',, ~-,, '','{_L~RE AND NUT SST 316 "-'"' '----3/4" JUNCTION "-"' BOX PVC NEMA ----------------~_-.,_ ::j-~1~I:t tI-1t- -I I II I II II 1 - 1 /Z-GREY PVC _______________ _ CONDUIT SCH 40, TYP /,-"'-,_ "-',,, 6P 3/4" HYDRAULIC FLEX HOSE PARLEX ,,,.✓.✓ /' ,'-"-, "---314• GREY PVC MODEL 451TC OR APPROVED EQUAL ,-' /,,,, ~' -, ELECTRICAL CONDUIT W/1034.3 MALE JIC 37-STRAIGHT ~,,, /. , "-- FITTING SST 316, TYP ,,,, " HORIZ PIPE SUPPORT / " UNI-STRUT P1000 SST 3/4" PNEUMATIC FLEX HOSE PARLEX / --...,.. ~-,'---316, TYP SEE DETAIL G/M9 MODEL 540N OR APPROVED EQUAL _,/ 1 WorlAL PULL BOX E, f NEG , W/10343 MALE JIC 37-STRAIGHT / n, .,. .. VIEW 1/2" ELECTRICAL FLEX FITTING SST 316, TYP ---' ~r-~..,.,...~~=~ CONDUIT PLASTIC fESs, ilASs .,. 0 . C51336 -z m ,,c DETAIL D SCALE, 3/4" = 1' VAR VALLECITOS WATER DISTRICT 22:;p&. ~ DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS DA TE INITIAL ENGINEER Of WORK 3" FLEX AIR HOSE TITAN MODEL SS200 OR APPROVED EQUAL NPT W/CRIMPED FITTING MALE ADAPTER, TYP 3" COUPLING THREADED SCH 40 ~ SST316, TYP "' HORIZ PIPE SUPPORT UNI-STRUT ~ J/M6 r 6" GREY PVC / CONDUIT TYP SCH 40 ~~;~~~~~~D FLANGE SCH 40 -~------"-"--~-~ _ +i _ ~~~:~A--+-----, I I I I _,,, 3/4" GREY PVC 3/4" HYDRAULIC FLEX HOSE \' ·· · ·· -_; ELECTRICAL CONDUIT PARKER MODEL 451TC OR r"'n-....,.'?l"'---..Jjjl-'lt-- APPROVED EQUAL W/10343 MALE ',,, --3" 90-ELBOW JIC 37-STRAIGHT FITTING SST316, FLANGED SST 316, TYP TYP 3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 MALE JIC 37¢ STRAIGHT FITTING SST 316, TYP ~ ,, I , -I -T ~~==ii I I ~n=-==,i '-'--~ ~t=,111=,i _.., I - 1 1 /2" GREY PVC CONDUIT SCH 40, J TYP /I 3/4" GREY PVC ELECTRICAL CONDUIT 3/4" TUBING SST316 RE-BENT W/ 37-FEMALE FLARE AND NUT SST 316, I TYP I I I -HORIZ PIPE SUPPORT / UNI-STRUT P1000 SST p1 TYP SEE DETAIL G/M6 l // / 1 /2" ELECTRICAL FLEX CONDUIT y I' / - - - - - - - -\ ------........... __ ___ 3/4" UNI-STRUT CLAMPS SST 316, TYP ~~~TYP I 3/4" JUNCTION BOX PVC NEMA 6P _/ / / 3/4" GREY PVC ELECTRICAL CONDUIT _/ / 3/B" X 2 1/2" ANCHOR BOLT SST316, TYP _I LEFT W B 80\.W PULL BOX D 48" x 48" JENSEN PRE -CAST PULL BOX OR APPROVED EQUAL ~ GRA L 1 1 /2" GREY PVC CONDUIT SCH 40, TYP '\D Er:, Pl.ANVEW DETAIL SCALE,3/4" = 1' 3/4" TUBING SST316 PRE-BENT W/ 37-FEMALE JIC FLARE AND NUT SST316 C VAR \ I ( I ( I I 3/4" TUBING SST316 PRE-BENT W/ 'M:LD ON 37-MALE JIC FLARE SST316 AIN PIT W/ UMP ~ r,===8:t=l==!;=-6:,.----TO DRAIN VALVE r,==li:l=;=jl=@c,---TO DRAIN VALVE ~-I TO DRAIN VALVE ___ -3/4" JUNCTION BOX LL--------PVC NEMA 6P 3/4" GREY PVC ELECTRICAL CONDUIT -~ HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, ~---1 ---------------..1: l II\\ !11 -- TYP SEE DETAIL F /M9 36" x 36" CONCRETE -----II CONDUIT BANK ---- : 1--_ ',,__ PRESSURE TRANSDUCER PROBE -1 1 /2" GREY PVC ELECTRICAL CONDUIT W/ ACCESS SLOT AS /Jll/L.T NOTE: CONTINUOUS CONDUIT FROM PULL BOX "E" TO "G" FOR PRESSURE TRANSDUCER PROBE DETAIL SCALE, 3/4" = 1' DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DISCIPLINE DWG NO M7 f.tl.PUI.LBOXH PLANVEW "AS BUil T" E VAR DA TE INITIAL CITY APPROVAL t-- P.f Z/1171; EXP,3-'3/•/2 IMPROVEMENT PLANS FOR: '29-1+-/4 DATE DATE fSHITT5l ~ I.WI\ REC itVOP.1 II0\;9 IEJIS DEPUTY CITY ENGINl:ER· DWN BY: SPA/llG/MS CHKD BY: JJ/Ms RVWD BY: M PE 28176 EXPIRES 3/31/06 DATE I PROJECT NO, I DRA4':.,G .,,No. 3890 . ~V"'t> N w _J <( u en _J <( z C) 0::: 0 er !Jl ::, NOTES: I.I z :::i i ~ .,--FOR CONTINUATION SEE M-3 I.I z :::i i ~ a:: PVC PULSATION DAMPENER 3/4"-SCH 80-PVC 3/4"-SCH 80-PVC PVC BACK _/ PRESSURE VALVE 24" MIN LENGTH Of 1 /2"DIA TEFLON TUBING (TYP BOTH f+....----PVC TUBING COUPLING (TYP) SIDES Of PUMP)-~,......, 1 2• PVC SCH 80 VENT (TYP) (2) CHEMICAL FEED PUMPS 25 GPH CAPACITY AT 30 PSIG MODEL C78-1-32 PER LMI MILTON ROY OR APPROVED EQUAL. ----BALL VALVE (TYP) ..._____ QUICK CONNECT COUPLING (TYP) 1------t--FOOlVAL VE (TYP) (2) -450 GAL DUAL CONTAINMENT STORAGE TOTES WITH (2) -SECONDARY CONTAINMENT SYSTEMS (SEE SHEET M-4) 1. SEE SPECIFICATIONS FOR ADDITIONAL EQUIPMENT, PUMP AND PIPING REQUIREMENTS. 2. PVC BACK PRESSURE VALVES & PVC PULSATION DAMPENERS SHALL BE FROM SAME MANUFACTURER OR SUPPLIER AS CHEMICAL FEED PUMPS. SODIUM HYPOCHLORITE FEED SYSTEM PIPING SCHEMA TIC DE1All SCALE1NONE PER PLAN 3/1 FINISH FLOOR NOTE: ' . .• .... 8" CMU BLOCK SECTION PACK ANNULAR SPACE W/ NON-SHRINK GROUT 1.5" MAXf QROUTED WALL PENETRATION DETAIL 2 SCALE•NONE VAA 2" x 3/8"( ALUMINUM ) CHANNEL TYPE 6061-T6 -----1 .t;2" DIA TYPE 316 SST ,.,.....,.-(J' BOLTS, NUTS & • WASHERS 12· x 12· x 1 12· THICK ALUMINUM PLATE .,,---1 1 /2" MIN GROUT ----.__ LEVELING NUTS & WASHERS (4) 5/8" ANCHOR BOLTS OR DRIUED EPOXY ANCHORS ALL MOUNTING HARDWARE TO BE UNISlRUT OR EQUAL PEDASTAL MOUNTED PIPE SUPPORT DETAIL 4 SCALE•NONE ~. N .,~ '!i ~ i No. ce ll VALLECITOS WATER DISTRICT !E;'59cy~~~~ '~:i? V 87'4-SD ifrfN'NlSLAMB • CG ' r L ,m.,.,OAt.D TRAIIE DIIIYE, sum 312 DIRECTOR OF ENGINEERING & ,/t1r(o, DATE ------♦--~ 'Z' FITTING ----W 5fR~•~ ~~PS::11:ss OTHERWISE SHOVllt,I ON OWGS ,,,--PIPE CLAMP (TYP) ..___ PROVIDE l~~MEDIA TE SUPPORTS AT MAX 3-0 OC ..J'-----~-=-:;_~~----3/4" GALVANIZED BOLTS IN S£1...f'-DRIWNG CONC ANCHORS, TYP -____ FACE OF WALL CEILING, OR FLOOR NOTE: ALL MOUNTING HARDWARE TO BE UNISTRUT OR EQUAL <---SEE NOTE 1 (TYP) NOTES; WALL/FLOOR MOUIITED PIPE SUPPORT DETAIL SCALE•NONE 3 -----UNISlRUT OR EQUIVALENT CHANNEL NUT FOR USE W/ P2000T CHANNELS. COORDINATE MODEL NUT LENGTH W/ PUMP MFR. (SHOWN AT ENLARGED SCALE FOR CLARITY) "T" SERIES PIERCED CHANNELS, UNISTRUT MODEL P2000T OR EQUIVALENT, FASTEN TO BRACKET W/ 3/8"x1" SST BOLTS, NUTS ANO WASHERS. (NOT SHOWN) ~-UNISTRUT OR EQUIVALENT P1773 BRACKET, (TYP) 1. FASTEN BRACKETS TO CONCRETE STRUCTURE WITH 1/2" DIAMETER ADHESIVE ANCHOR BOLT. PROVIDE MINIMUM 3-1/2" EMBEDMENT IN CONCRETE. 2. ALL FASTENERS SHALL BE 316 STAINLESS SlEEL CHEMICAL METERING PUMP SUPPORT WALL BRACKET DETAIL 5 "AS BUILT" DISCIPLINE DWG NO MB SCALE,NONE M3 ✓~Zeftr,. · t'."'6?61 rz t29-ff-/A P.f. z,:,a EXP. 3-3 t~ 12 DATE INSPECTOR l---+--+-------------1---t------il------it----tl ~ =9~1 ::::c::::1 =r~Er=G==IN=~==r=NG=~=t=p~=R=~=EN=~=A= 0===-1==7=;1 1-----+---+-------------t----r--;----t---; IMPRO\!Elo:NT PLillS roR: 011. TE ifjlTIAI. ENQNEEI! OF 'IQII( MAHR RESERVOIR IMPROVEMENTS CHLORINATION PIPING SCHEMA TIC AND MECHANICAL DETAILS '3 ~ l' SAN Ll[60, CAI.WOAIIA 921'1 3t < ENG IN e Et s (lstl611-,o• ... ••.,•IISl~l6'-"11'!!-5!!"463_.._ _________________________________________________ ... 0P_E_R_ATl•ON-S--------------------------------------------~:':':'!~--------.. 0 O 11!!1'!!!!!!!!1'!'!!!1"'1'1!!!!!!"-- C: WG12 Cl.SIi-.D"" 12 12 • CMWD ------- [. r r r _---:;- ,20,~s. ' ) i i ' ---------------·-----------------~ ------ 3/4" HYDRAULIC FLEX HOSE PARKER MODEL 451TL OR APPROVED EQUAL W/10343 MALE JIC 37- STRAIGHT FITTING SST316. TYP 3" Fl.EX AIR HOSE TITAN MOOEL SS200 OR APPROVED EQUAL W/ CRIMPED NPT FITTING SST316, TYP J" TIHREADED Fl.ANGE SST316 UNI-STRUT PIPE SUPPORT P1001 SST316 OR APPROVED EQUAL, TYP 3" UNI-STRUT PIPE CL1'MP SST316, TYP 1 1/2" GRAY PVC CONDUIT SCH +a, TYP ; :::; .. ::,~·: i \·;.·.·~; 6" GRAY PVC CONDUIT ----.I_. _ '' ..• , ;_:;·, •. : .' SCH 4(), TYP . , . . · 3" SE1'MLESS PIPE _ _,, SCH 40 SST316 "' . ' ... .: •· .,,. ~~ ' ~t -~•;:·: 0 INTAKE SCREEN AIR BACKWASH PORT. SCREEN 1 TO HYDRAULIC ACTUATOR TO PNEUMATIC ACTIUATOR TO HYDR 1'ULIC ACTUATOR END OF TRAVEL MICRO S~TCHES 3/4" PNEUM;.TIC FLEX HOSE PARLEX MOOEL 5+0N OR APPROVED EQU1'L W/103+3 M;.LE JIC 37-STRAIGHT FITTING SST316, TYP 1/2" ELECTRICAL FLEX CONDUIT PLASTIC 4" x 6" JUNC1lON BOX PVC NEMA 6P --3/4" GRAY PVC SCH 40 ELECTRIC1'L CONDUIT 3/4" UNI-STRUT PIPE CLAMP SST316, TYP J" 90- ll-lRE ... DED ELBOW SCH +Cl SST316 3/4" TIUBING SST316 PRE-BENT W/ FEM;.LE 37-FL1'RE AND NUT SST316, TYP PEDESTAL#1, 2 AND 3 PIPE AND HOSE SUPPORT DETAIL A A NO SCALE M 1 M2 .3/8" X 2 6'-J" 2· -3" J" AIR BACKWASH CONNECTION PORT 18" BUTTERFLY v;.LVE 18" PIPE 10 G SSTJ1BL PROVIDE 1 1/4"f SST BOLTS ;.NO GASKETS FOR INSTALLA1lON OF INTAKE SCREENS ;.ND VALVES WATER INTAKE TEE sCREEN DETAIL B B SCALE: 3/4"•1'-M1 M2 18" Ill 10 GA 316SST FE X PE WALIL PIPE W/ SEEP RING 6'-6" ; 24" f 10 GA 316SST FE X PE WALL PIPE W/ 6" SEEP RING 1/2" ANCHOR / .. ,---, BOLT SST.316, / ·, 3" UNI-STRUT CL,t,MP SST316 " PIPE SST316 ~-,.--.··,. ( -ti(:~ "--••--• -•-•---•~ •S, , ~~-"AN,.• : i•---+-.,--~ ·, ·-...... ,;,. c .... ,,-"i',,. ... /f ................ ,._,_,_ ..... , ... ' . ' 0 'ii' l , ' ? ~-,,,,.~~-~~--- ~ ! REINFORCEMEN,~+---1 STIEELf5012" """"-!-----f'-.. --,,---DC EW 0 0 ! NEW CONCRETE C1'P ON EXISTING INLET STRUCTURE .. ' • 0 -•,-<,, =--4'-,,..,.,o=. L-••••"·s ,·,·•~": ·,.,½•••o,«•s·-•.-.. ~--~ ,-·• .~.,._ DETAIL E SCALE: 1"•1'-0" 1,12 . l J"MIN. CO\/'ER FINISHED FLOOR FORM 2'-0"DIA DISH IN CONCRETE ,----:-'~':-'''i'":-:-')=::t=:::$ . 2 .. ±J ·~~:: _<1_·4·:. • , 4 •• FLOOR DRAIN, JR SMITH 2220, JOSAM 32120, OR EQUAL 1----go• ELBOW OR SANITARY TEE AS REQ'D FLOOR DRAIN DETAlt NO SCALE TYP (~ i ~\ ~ '\\ DETAIL NO SC1'LE VERTICAL UNI-STIRUT Pl 000 SST316 HORIZ PIPE SUPPORT UNI-STIRUT P1000 SST316, TYP UNI-STRUT PlDOD BRACE SST316 B" CMU BLOCK WALL 1-1/2" HOSE 8188 WITH MALE HOSE THREADS PIPE CLAMP, UNISTRUT SERIES P-1500, OR EQUAL 2" BRASS PIPE FLOOR SLAB NOTES: CAUTIOM NON-POTABLE/ RECYCLED WATER DO NOT DRINKI WARNING SIGN SHALL BE 18-INCH LONG, 12" WIDE ON GALVANIZED STEEL PLATE. WARNING PLATE SHALL BE WALL MOUNTED TYPE. HOSE BIBB LETTERINGS SHALL BE STENCILEQ-':j;.-,_ ON WARNING SIGN WITH BOLD ,_.. - PURPLE COLOR. LETTERING SlZEr. _ SHALL BE AS RECOMMENDED BY:r.''=;- VWD/CMWD. DETAIL NO SCALE ~NSON SCREEN MODEL T-27 OR APPROVED EQUAL 1 /2" ENOPLA TE SST 31 BL (TYP) 3/4" UNI-STRUT CLAMP SST31B, TYP 3/4" TUBING SST.316 3/4" GREY PVC CONDUIT DETAIL NO SCALE FLOOR LEVEL CLEANOUT {BRONZE PLUG) WITH NICKEL BRONZE ROUND ACCESS COVER JOSAM 56070, OR EQUAL . .... I----, • CLEAN OUT DETAIL L NO SCALE I.IS 18" BUTTERFLY V 1'L VE FLAN GE •-•-----~-~ •,c,,k · .,,-,. --····-----, .. ,-~-~am,· ,-=•-c, "~ -•--•--·•-•--=-~~ -•• • ,-o•-">-"h"·~~= ==••• mM -="1 ;'.;;:;~:::.:;,-:::.;:-~-~·"·· ---,~ .... q~.•~--~ -· ~--,. ·-~-.. -~···--·-•·· ~¾-•~ ,x ___ ,_, •••••~,-~~~.,,v~~, . ___ , ___ ,~"···~--·. -0 -""""•-L,•-~S . ., L•L~-•-•-- -----·-----~-~· .-,~•,., ,. _,_ _.,,~---·-L· "'' -~~--~---... •-~·· ,,.-... ,,~~"-~. -L>'O•"-• ----••• .,_, __ ,,._" ~,=,.•~ ~~-·-~ ~---•-""-~•¥•~-•·-•-n· ----~•-•----L~' ~-.. ✓--~~-~--•-~-•-"'-"' •-' ~-•L-~----~----·---· -----~~~-·~·---·--··•··•-·-··· -~----~-··-~ -~~-~ --~ ". -~---·. -~---~--,. LM,., -,-,.-,>-._. <•h JOHNSON SCREEN MODEL T-27 OR ,t,PPROVEO EQUAL .3/4" PNEUM1'TIC FLEX -P 1'RLEX 540N OR APPROVED EQUAL W/1034.3 t.lALE JIG STRAIGHT FITTING PARKER L TR 252 DOUBLE ,t,CTING HYDR,t,ULIC ,t,CTIUATOR OR APPRO\/'ED EQU 1'L 18" J16L SST 10 GA 1/0 PIPELINE PARKER PROXIMITY SWITCH OR APPROVED EQUAL PARKER HP 10 PNEUMATIC DOUBLE 1'CTING ACTIUATOR OR APPROVED EQU1'L L V,t,LVE SH,t,FT ASSEMBLY AND ACTIUATOR MOUNTING PLATE VALVE ACTUATOR ASSEMBLY DETAIL SCALE: 1/2"•1'-o HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP UNI-SlRUT PlOOO BRit.CE SST.316 C M2 \IERTIC,t,L UNI-STRUT PlOOO SST316 ·· ·· CONCRETE PULL BOX · WALL . . 6"MIN ANO 24"M,t,X UNLESS OTHER\fl!SE:-H8-ll: D w • • __J 0 a:: 0 0 I ol ::c N "1 z < ~ w 1/) t;:j z a:: 0 (..) ~ O< 0 '",/ .,."'l g z • < 0 ..,.., / f / /, . J/4" X 2 1 /2" ANCHOR BOLT / SST316, TYP . ---~'~:::---~¥ (..) 1/) I ::i: ~ <n:11: 0 V) ...J < (..) ~ w a:: :::, a. 5" MIN VARIES 1 IN 6" PIPE SST 316 " t.llN •' 6" DIA SPOOL PE x FLANGE SPOOL 10 GA, SST 316 BLIND FLANGE, S T 316L VENT PIPE CONNECTION DETAIL SCALE: 1 /2" •1' -0 TYP M1'NHOLE FRAME mo COVER 24"0PENING .-. SE CONCENTRIC CONE If' REQUIRED BY SPECS ,--....,NT GASKETS, SEE SPECS .--i.-+--M•ORTAR SHELF SlOPE 1" IN 12" ·' MORTAR FILILET(TYP) ALL ,t,ROUND D M2 .• ii • ' • ~-- FINISHED FLOOR OR WALKWAY i---3000 PSI CONC --ENCASEMENT 2' -o•x 2' -0"x 12"(±) OR 2'tllx12•(±) I .3500PSI CONC BASE I s·-•·• • MIN STANDARD MANHOLE DETAIL M NO SCALE VAR DISCIPUNE DWG NO M9 "AS BUILT" 4?if1S·i. C'.'i2c h. CJ9..lf:-/4 P.E z•o1r ElCP. 3-:>l·tZ DAlE , i-----------------------1 _, ~Y: / ~ 41, 1 9 c, II CITY OF CARISBAD l["Rffll 1----+--+--------------~---+---t---+----t . · DIGINWUHG DEPARlMENT . L1r_j ~====~:::::::::::::::::::::::::::::::::~~====~===~====~~==::: Finii-~W~tiiii•~ff~Pla-4~-~ll'D~R;===:::::::::::::::::::::::::==:::=..===9 MAHR RESERVOIR IMPROVEMENTS MECHANICAL DETAILS VALLECITOS WATER DISTRICT oo••s LAMB DIRECl0R OF ENGi kPW.i a OPERAllONS J».1[ 111W. EMQI utl/FWIIIII S+lOW HORIZONTAL PEDEST,\-L fODTING' RE~gQN DESCRIPTION _., z w __J <( 0 (f) __J <( z 0 a:::: 0 j, N g E 0 "' !I ..., CONTROL SYSTEM LEGEND SYMBOL DESCRIPTION -:Vf9L OL: MOTOR STARTER OVERLOAD * NORMALLY CLOSED CONTACT --l I-NORMALLY OPEN CONTACT -© COIL, MS: MOTOR STARTER, CR: CONTROL RELAY, TD: TIME DELAY RELAY ili> MAINTAINED "ON-OFF" SELECTOR SWITCH ~ N.O. PUSHBUTTON SWITCH (START) 0 0 ill N.C. PUSHBUTTON SWITCH (STOP) H O A t: HAND-OFF-AUTO SELECTOR SWITCH 00 ~ TIMED CONTACT, NORMALLY OPEN, TIME CLOSED oj:o TIMED CONTACT, NORMALLY CLOSED, TIME OPEN ~ PRESSURE SWITCH n INDICATING LIGHT 0-..::. LIMIT SWITCH ZSO=OPEN ZSC=CLOSE ICIO INSTANT CLOSE, INSTANT OPEN ICTO INSTANT CLOSE, TIME OPEN !OTC INSTANT OPEN, TIME CLOSE TDAE TIME DELAY AFTER ENERGIZING TOAD TIME DELAY AFTER DE-ENERGIZING IR CURRENT RELAY OL OVERLOAD CONTACT KIO ELAPSED RUN TIME METER LIGHTING AND POWER LEGEND TYPE DESCRIPTION 1 x4 FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES TYPE I I SEE LUMINAIRE SCHEDULE t-f) WALL MOUNTED LIGHT FIXTURE, LETTER DESIGNATES TYPE SEE LUMINAIRE SCHEDULE 3/ 4" CONDUIT, EXPOSED WITH 2#12, 1 #12 GROUND. TICS INDICATE NUMBER OF CONDUCTORS IF MORE THAN 2 #12. ---3/4" CONDUIT UNDERGROUND, WITH 2#12, 1#12 GROUND. TICS! NDICATE NUMBER OF CONDUCTORS IF MORE THAN 2 #12. ... HOME RUN WITH 2# 12, 1 # 12 GROUND. TICS INDICATE NUMBER OF CONDUCTORS IF MORE THAN 2 # 12. DUPLEX RECEPTACLE, 15A 2P NEMA 5-15R. MOUNT :0 AT +18" ABOVE FLOOR OR AS NOTED. $ SPST IN WALL, SPRING WOUND, 20A SWITCH, 0-60 MIN., 20A TORK MODEL A560MH. MOUNT AT +48 ABOVE FLOOR. o-0) JUNCTION BOX (f) VENTILATION THERMOSTAT 2-STAGE COOLING 120 VAC SPST/SPST 16A. [[] ELECTRICAL ELEMENT ..1£1 ALEXANDER ENGINEERS INC. 502 W. R0UJE 66 CG V L 12!96 \IOIILD TRADE DR1YE, SUITE 312 SUITE 17 SAN DIEGO. CALIFDNA 921111 GLENOOAA CALIF. 817-40 ENGINE Et$ C151~•-f704 Fa(151ti■-5463 1128'\ 914 1244 -12/12/•4 1 . 2. 3. 4. SINGLE LINE SYMBOLS LEGEND [SJ MAGNETIC MOTOR STARTER NEMA SIZE - 1 ~ UTILITY COMPANY METER ~ CONTROL TRANSFORMER vvv DISTRIBUTION TRANSFORMER /VV\ I I ELECTRICAL GROUND ~ AIR CIRCUIT BREAKER AMPS/POLES ) C SHUNT TRIP BREAKER II II FUSE "Q ELECTRIC MOTOR #=HORSE POWER XFMR CONTROL TRANSFORMER 0 GROUND WELL MCC MOTOR CONTROL CENTER GFI GROUND FAULT INTERRUPTER ~-;!'j . ~ VFD VARIABLE FREQUENCY DRIVE !:;>~ [) 3'l5I ~ ..,, ~,.., .., ,., --.. ~ SOLID STATE MOTOR CONTROLLER 'tf'Ec1~\'i,~~ Dr CM}~,: VALLECITOS WATER DISTRICT ~o M11<., t" s-ct?: - DATE INITIAL DENNIS LAMB DATE DIRECTOR Of" ENGINEERING & ENGINEER Of WOflK OPERATIONS GENERAL NOTES LOCATIONS OF ELECTRICAL AND TELEPHONE PULL BOXES ARE APPROXIMATE. COORDINATE WITH SERVING UTILITIES FOR EXACT LOCATIONS. SDG&E -MARIA HIGGINS (760) 480-7666 SBC-CHRIS PRUSHSMEIER (760) 489-3642 SIZE AND LOCATION OF TRANSFORMER SLAB BOX IS APPROXIMATE, COORDINATE WITH SDG&E. LOCATION OF EXISTING UNDERPAVEMENT CONDUITS ARE APPROXIMATE. COORDINATE WITH CITY OF CARLSBAD FOR ACTUAL LOCATIONS. ALL ELECTRICAL CONDUCTORS LOCATED BELOW GRADE SHALL BE SIZED AS SHOWN AND THWN INSULATED. . if-. ,IJSBI/ILT DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL - DISCIPLINE DWG NO E1 "AS BUil T" _,J7_"; ·G~-(2JI-H:-✓,(} . P.t Zfl/7~ EXP. 3•3/•/? DATE wk ~'li g-z.,f--1~ INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 7 1111:PROVEIIDIT PLANS Ji'OR: 1W ft ~ I I U.1ill dli LEGEN>S At«> SYMBOLS APPROVED WILLIAM QPMM~ ,4/4-Z/a,,;:, -£, 0.--..-Z... -4-J:2--oS DEPUTY CITY ENG!NtER PE 28176 EXPIRES 3/31/06 DATE DWN BY: SPAM;/MS I I DR~~NO. PROJECT NO. CHKD BY: JJ,!!S : 3880 RVWO BY: M - N :r:: () z z w _J <( u en _J <( L. (~ 0::: 0 INSTALL BARRIER POSTS IN ACCORDANCE WITH SDG&E SERVICE REQIREMENTS. I I I I f I I I I © I g ' :JI; I ' I I ~ I 9 7 J ~ I I I CCV L 123M WOIILD TRAIIE DAIVE, SUTE 312 SAN m:CiO, CALtFOANIA 92129 E N G; I N E E t s IISII011-1104 f.,11511611-5463 12 I I I I /1 I I I ./ I I \ I • I ) 0 I I I I l B I \ I I .-1£1 I I, I I I ( I ALEXANDER ENGINEERS INC. '°2 W. ROUTE N GlENOORA (128) 11•-1244 SUITE 17 C'.Allf. 91740 \ I "', ' : \ 36"'1(<~~• CONCREtE ~ CONOUl1BANK FOR " HYDRAULIC, f'N[UMjA TIC AND PROXIMliTY SWltrCH ~(_;ABU: \ · .. \ \ I \ • • ,.::.EXISTING INTAKE 0 STRUCl'Ul'!E SEE " DRAWING Dl FOR ',, DB,,IOLITION DETAILS •~,. ... , ... :::: 6'-5" 4'-10" 3/+•• Ferrule Loop Insert 2 Ea. Side Woll 4 Total 6'-6" '~~ / ,, INSTALL PULL BOXES PER SDG&E AND TELCO SPECIFICATlONS \ \ \ I I 550 • ! 560 s70 1 5/8" X 1 5/8" X 9" Unietrut 2 Total I W /TRAFFIC LIDS \ \ \ "" PLAN , ..... 60' \ ,;~.,, £'-: a NOTES: \ \ \ \ \ r-. I. CONTR.ACT0P:. t0 fllOVll:)E: ,.._LL T!l~CH I CONt>Uli Mlb K~MI!. P""t> '1..MA1NT,-IN ,., l-lc>R.1 ZONTII.L CLE?.l!./tl"CE' W-l'IEl-1 PAR,i,.LLELIII& M-11) 6' V"1tTIUL CL.l:1,RA11CI: WtlEN CltOSSINlir-\IJl:T VTILlil~ ~-2.00 A-Ml' ?.. fliASE' WIRE Z't=t/ ◄eo VOLT 5SlVICE' OW SE11.VICE' ORl:>Elt. 442.4 t.::i--02.0 J ;, I 5,80 l 590 WATER ELEVATION= 568.10± SUR''IIEY AS OF 09-23-03 -------------- - - - -----~~---~ ~----,....,.-t, I -------<--. -- I I DIRT ROAD DETAIL A ,._ 20' \. ' .~.//· .. --------~ --·-, ____ _ , ___ ...__ ~--~::-:~-~::------ ---'"-'-------. ·-'--- ,._ 60' ~ (SDG-& E -=It-:,425) PAD MOUNT TRANSFORMER NOT TO SCALE "AS BUil T" DISCIPLINE DWG NO E2 4?{4( ;~ 2 01 P'l•H--/4 P.f ?,f(7& EXP 3-3/•Q DATE REVIEWED BY: rv.~~ INSPECTOR DATE f'SHml CITY OF CARLSBAD ======:====:================================~====~=====~====~====~ ~ ENGINEERING DEPARTMENT VALLECITOS WATER DISTRICT ~~~ D NIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS DATE INITIAL ENGINEER Of WORK RE VISE ELECTRICAi.. SERVICE' *ltN DAlE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: IWIRRE8ERYOIRul !.CJD E Jl!!I EU:~ -~ ~ ~ APPROVED WILLIAM RWMMER /4.u£4.o,-. ~ ~ ....... ,.,. DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/06 DATE DWN BY: •w CHKD BY: JSf RVWD BY: JSF N :r:: u z z w _J <( u en _J <( z C) (Y 0 ) j CONDUIT SCHEDULE CONDUIT SCHEDULE KEYED NOTES [I) COORDINATE WITH SDG&E FOR NEW SERVICE. CONTACT MARIA HIGGINS (760) 480-7666 (.SEllVICE ORDER 442.+2.~-ozo) GENERAL NOTES 1. ALL POWER CONDUCTORS SHALL BE COPPER THWN, 600VAC. 2. MAIN SERVICE BREAKERS ANO BRANCH CIRCUIT BREAKERS SHALL BE INVERSE TIME, 65,000 AIC SYMMETRICAL RATING, WITH ADJUSTABLE INSTANTANEOUS TRIP. MAIN CIRCUIT BREAKER SHALL HAVE ADJUSABLE (LSIG). SERVICE 480/277 VAC 3~, 4 WIRE TOTAL LOAD CALCULATION LOAD DESCRIPTION FULL LOAD AMPS 10 HP AIR COMPRESSOR 3 HP AIR COMPRESSOR HYDRAULIC PUMP MISCELLANEOUS POWER 25% OF LARGEST MOTOR CONNECTED LOAD 14.0 3.8 8.3 21.0 3.5 50.6 SDG&E PAD MOUNTED TRANSFORMER I NEW METER/MAIN PEDESTAL 7 I DISTRIBUTION PANEL ("DSB") 70 A BUSS ------7 \ L ____ _J/f \-OQD @)-/ I ---I I I _ 100 AT J J I I M __. 3P J I I GFI I I I ) 70 AT 3P l ) 20 AT 3P l ) 15 AT 3P l ) 15 AT 3P r) 30AT : 2P I I I ml ___ JL: --~~/-·<IID_1~0~4~--------~ t --1'~ T-1~ -1 "C,#4 GND GND WELL EB -1 "C,#4 GND ~..._~ 103 GND WELL EB 10 HP AIR BKWSH CONTROL PAN L SINGLE LINE DIAGRAM A ) 15 NF 3P / 10 KVA gJ¢ ----<ITh) c:D]) 480-120/ 40V 3 HP AIR COMP. PANEL 24 CKT CONDUIT NUMBER @:) FROM SDG&E SERVICE NEW XFMR PAD <lQID SERVICE "DSB" ~ AIR BKWSH ~ CONTROL PNL "DSB" <I@) T-2 UPS 2 PCP RTU ~07 TELEPHONE ~ PULL BOX (IQ[) RTU PCP C@:) HPU (UQ) DSB CITI) T-1 <IID PNL "A" C1:ID AIR BKWSH CONTROL PNL @:) DSB CfIQ) 3 I IP COMP. c1JI) PNL "A" c:IID P N L "A" PCP TO NEW XFMR PAD METER & MAIN PEDESTAL "DSB" AIR BKWSH CONTROL PNL 10 HP COMP. T-2 UPS-2 IIPU ANTENNA JBOX HPU PANEL RTU fCf' LAKE LEVEL TRANSMITTER VALVES T-1 PNL "A" EXH FAN #1 RTU PCf' RTU 3 HP COMP. ~TU EXH FAN #2 PCP QTY & FILL EACH SIZE CONDUIT .4"3 " CONDUIT ONLY W PULL ROPE fl"'?," CONDUIT ONLY PULL ROPE 2" #4 GND 1 " 3#10 1 12 GND 1 " 3#12 1#12 GND 3/4" 3#10 1#12 GND 3/4" 3#12 1#12 GND 3#12 3/'4-n 1 # 12 GP~D 1 1/4" ANTENNA CABLE 1" 2#10 1#12 GND 2" PULL ROPE 3/4" 2/C#18 SH. 1'' 12#14 1" 3#10 & #12 GND. 1" 3#6 & #8 GND. 1" 2#12 & #12 GND. 3/4" 8#14 3/.+tt • 3/4" 3#12 & #12 GND. 3/4" 2#12 & #12 GND. 3/4" 3#12 & #12 GND. 60#14 CONDUIT NUMBER FROM PNL "A" FLUOROMETER @D RTU rep <1fil) FLUOROMETER @:) PNL "A" cm) PCP (ill) PCP (g[) PCP (gV PCP @D PCP <1ID PCP LIGHTNING ARRESTO CU[) HPU (LlQ) 3 HP COMP. (m> RTU TO FLUOROMETER CHLORINE ANALYZER FLUOROMETER CHLORINE ANALYZER CHEM PUMP Cf-iEM PUMP ALARM SWITCHE LS-1, 2, 3 SAMPLE PUMP SAMPLE PUMP FLOW SWITCH ANTENNA GND ROD RTU PC f> PCP RTU PCP QTY & SIZE 3/4" 3/4" 3/4" FILL EACH CONDUIT 2#12 1#12 GND 2#12 1 12 GND 4#14 & 2-2/C#18 SH 3/4 " 2/C#18 SH 2# 1 '2 3/4" 1 #12 GND 3/4" 2#14 3/4'' 2-2/C#18 Sri 3/4" 2#14 1 " 2#10 1#12 GND 1 " 2#10 1#12 GND 3/4" 2#14 3/4 " #10 GNO 1 " 18#14 3/4" 6#12 2 1" PULL ROPE NOT TO SCALE VOLTS 120/240 / 10 PHASE PANEL A TO GROUND BUS~ '""~ ,,,--PRECAST CONCRETE / / GROUND WELL WITH TRAFFIC COVER ','--...._ ~GROUND ,"--..._", CONNECTION '-----3/ 4 "DIA X 1 o' -o" COPPER CLAD GROUND ROD GROUND WELL DETAIL ED NOT TO SCALE CCV L 12390 liDALD TRADE DRIVE, SUITE 312 SAN Df:60, CALIFORNIA. '2121 ENG-I N E E IS 11Stki11-t744 F;u:IISIH,W-5463 12 12 _.1£1 ALEXANDER ENGINEERS INC. M2 W. ROUTE 56 SWE 17 CAut. 917.-tQ SURFACE MOUNT 50A MAIN ELECTRICAL EQUIPMENT IDENTIFICATION VOLT AMPS CKT PHASE CKT VOLT AMPS 1DENTIFICATION GROUND BUS OR LUG --------~ GROUND CONNECTION-------~ BONDED TO METALLIC \\ COLD WATER PIPING SYSTEM WHERE AVAILABLE \ \ ' \ CONCRETE FOUNDATION \ \ OR FOOTING 1 ', I ·-- ~BC / A PUMP P-1 840 PUMP P-1 EXH FAN #1 675 EXH FAN #2 ~INSULATED .,./ GROUND CL2 FEED PUMP 200 FLUOROMETER ✓ ,' LIGHTS 400 .~ FINISHED SLAB LIGHTS .I , RECEPT 360 L ________ ._. _ ____:,. ., ... + EXTERIOR LIGHTS SPACE NOT MORE THAN 3" OR LESS THAN 1" WHERE CONCRETE IS IN -DIRECT CONTACT WITH EARTH -- CONCRETE ENCASED UFER NOT TO SCALE ' '·, '--BC (3" MIN SPACE FROM REBAR) GROUND B SUBTOTAL WATTS 2475 TOTAL 0A 4415 TOTAL ~B 4255 CONNECTED WATTS 8670 VALLECITOS 'NATER DISTRICT z:?:y&~ DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS B BKR NO. NO. 15./'.,_./ 1 A 2 840 · 2P 3 B 4 15 5 A 6 675 15 7 B 8 15 9 A 10 100 15 11 B 12 15 13 A 14 400 15 15 B , 16 20 '17 A 18 400 15 19 B 20 21 A 22 23 B 24 2415 BKR A B 15 /// 840 ·//2p 840 15 100 20 500 20 500 20 500 20 500 1940 1840 REMARKS: PUMP P-2 PUMP P-2 CL2 ANALYZER RTU PCP SPARE SPARE SPACE SPACE SPACE SPACE SPACE SJBTOTAL WATTS "AS BU I LT" DISCIPLINE DWG NO E3 P.E UtU EXP. 3·71-0-DATE REV1EW~R BY: u) Jl', ._,,► I ~11. / ~ -vf-f P INSPECTOR ~' DA TE fsHml CITY OF CARLSBAD I SHEETS I t----+---+-------------+---+---+--l---------1 ~ ENGINEERING DEPARTMENT 37 t-----+---+-------------+---+---+--l---------1 J-----+---+-------------+---+---+--1----------1 IMPROVEMENT PLANS FOR: AS CflANGE CONWITiGHEbULE (DEL D~TI INITl~L ENGINEER Of' WOAK REVISION DESCRIPTION MAI 1t RE8ERY0lft I r ooua o:s SINGLELINE DIAGRAM, LOAD CALCS, SCHEDULES ! [ N en ~ I () z L I I I "-I <f ( ' -~ (J) <[ L (__~ D::: C) ----------,----,--- 0 "" ~ "" (i) 0 .,, ,. "" ...., ..... 0 I c,., 02 r2· c.o. -----12" X 24" 3dB GAIN DMNI-DIRECTI □~ --TD VALLECIT□S ',;ATER DISTRICT SCADA ANTENNA COMMUNICATIONS NET',,IDRK. TO SDG&:E SERVICEr - -;:--~ -<-,......, 108 TELCO PULL BOXr -...J --- - -- PULL BOX (TELCO) ANTENNA TD BE MOUNTED 316 S.S. ANTENNA MINIMUM OF 4' ABOVE HIGHEST ROOF LINE MOUNTING ELEVATION. rr-~-----,M---~ I I I I # ,J, ,J, CONT. ON E-2 . J"ilD1nJK VlllVE POSIT/Of( ..,_...__ ,,. 91./lfFACE .MNT. I t j -----~' . I j I T I r--. ----------7 I ,,u , 115 121 ---- 110 I I I I 107 -,le---....__ ,, ,, NOTE: I. 111\J WA$ DEL&T'Eb AL.I. $I &f,IAl,S 'It> !"LC, COM. C~ltl> l'Olt rnco 171/TPUT n> CM i.lb BRACKET_.,,. I / BUILDING I I ',;ALL-/ I a----2' RIGID CONDUIT j .. ., • ii-, HPU 1 I I I 10 HP .., =r -1 103 "' I I '-'\ ~~c--==~~\~\\~~ _,....-~~~~ 11 6 I \ I I I I I I j BOX ~-~ ANTENNA MAST ,,-MAST CLAMP .• ·~3 HP ~-COMP. ,--..,;: . 127 r .. · J"' . . . • . .. . ... . " . COMP. 111 ----4? "' 131 I I --11~06~~~-(1~3~2 \ \ CHfMCN. STORAGE AREA I I I I I I I I I J / GROUND EB r MEI IETCS. _.,,,.~1 l/4'C, ANTENNA CABLE ~lt----ANCH□R TD ',;ALL ANCHOR TD ',,I ALL ~ANCHOR IN CONCRETE ALL CONDUIT CmN:CT[ltS rm MfTENNA CAk[ SHM..L IE VATER TIGHT, STMIN RELIEF" TYi'£, ,/ -~ l/4'x3' LAG BOLT -""·a:·==~-----------BURNDY QA4C-B ' ~ 116 ',;IRE TIE TD GROUND ROD GROUNDING DETAIL ED q>--------.;__-----~------------------. -----. ---- 1 RADIO ANTENNt~) ANTENNA GND ROD ANTENNA MNT. DETAIL CD I ~.9.~~R PLAN ED \..-CONT. ON E-2 - 9 , I 11 I I I I I L_ ,- 1 I ---7, RTU I I I I __JI LEVEL L __ ---TERMINAL STRIP MOUNTED ON SHELF ELEVATION CCV L IJJ" WOlllD TRADE-£, SIITE 312 SAN DIE60, CM.IFORIIA 92121 EN I. I NE EI I _._,.,.._ •---- _ ..... ALEXANDER ENGINEERS INC. 5IXI w. lltOU1( .. ~ 114-12-+t SUff'E ,, CAUF'. 91740 -1[:] Lb_ - EJ::::=:3 d ' ' p LEFT SIDE VIEW FRONT VIEW UTILITY SIDE L°"° SIDE BASE PLAN \ ENCLOSURE .CONS1RUCTION NOlES 1. EXTERIOR 14 GA. H.D. G&I/. STEEL !IND INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED !IND REINfORCED WHERE REQUIRED. 2. CONSTRUCTION WILL BE NEW. 3R, AANTIGHT. 3. ALL NUTS, BOLTS NID SCREWS WILL BE STAINLESS STEEL 4. NUTS, BOLTS & SCREWS Will_ NOT Bf VISIBl.£ FROM OUTSIDE OF ENCLOSURE. 5. -Pl.ATES WILL Bf PR0\110ED AS REQUIRED. &. WIRING WILL Bf w.RKED AT BOTH ENDS !JI' PERMANENT WIRE _[RS_ 7. A PIASTIC COVERED WIRING DIAGAAM Will_ BE ATTACHED TD THE INSIDE Df' THE FRONT DOOR. B. ENCLOSURE WILL Bf FACTORY WIRED AND CONFORM TD REQUIRED NEMA STANIWIIJS. 9. COi.OR TO BE, GRAY 4 •• STEEL PIPE CONCRETE FILLED PAINTED CHROME YELLOW r-1 2"11 CONCRETE / r FINISHED SURFACE I t---+-~ 6" MIN. UTILITY PEDESTAL DETAIL NO SCALE CD BARRIER ND SCALE POST DETAIL ([) VALLECITOS WATER DISTRICT RZZT'{2U :: ~ , ti,,,[.,c; DENNIS LAMB DA TE DIRECTOR OF ENGINEERING & OPERATIONS NO SCALE ,-----7 ~t----FULL BACKPAN ~>---tt---HM\ ~---~A-NELVIEW !1'50) bi,. ffil] ,---7 ..& I L ___ _J I ,----71 I I I .,.---..✓--V---. ·v " --~-,t--f-Qt,~w--0le\llGl-i.-,...' I 11 8.'l6liPJ11~• 9E\11SES L - - - -_J I TERMINAL STRIP -~ I IIBIIDIDIIIIHIIDIIDI ~\ I ,,-r:1-I I~ I I I bi. I I ½_-_-_-_:-_-_;J -HOUSEKEEPING PAD PCP ELEVATION NO SCALE ED [ii [ii Ii] ljJ G) ~ ~ @ [Q) Ii] ® ® 1-P-1 HOA 2-DUTY PUMP SELECT 3-P-2 HOA 4-INTRUS\ON BYPASS• 5-SAMPLE PUMP RESET 6-NoOCI PUMP HOA • -PROVIDE 6 IDENTICAL KEYS WITH KEYSWITCH ~~ DETAIL ED "AS BUil T" 4.G:r& c9 I P.E 'lf(l~ EXP.:J-;JJ•/I RE-.,,[.io° BY: l.t2d4M INSPECTOR DISCIPLINE DWG NO E4 (!f•H-/1 DATE DATE rsim74 CI Y OF CARI.SBAD I SH.!!TS I l---4--+----------------11----+---l~--+----I Ll.±J ENGINEERING DEPARTMENT _,, t----+--+-----------------li----+-----l~---1----1 IIIPHOVEIIEJff PLANS FOK: Mil POWER PLAN DEP\JTY CITY D«llNtER PE 28176 ElCPIRES 3/31/06 Ul"S, l>IM. uH,t,ll"E N01E REVISION DESCR,IPTION DATE INITIAL OlNER AFf'f!DVH.. DATE INITIAL ENGINEER OF ll(lRI( CTY APPROVAL DWN BY: aw CHKD BY: • RI/WO BY: « I DRA'MNG NO. ,U0,,3 N I u z z C w t! _j <( u [/) ~ .. _j <( c,,"-,) L .... 0 -I , L') !Y (,.a 0 j, " g E " A 100 TYP. OF 4 CGVL 11!MwaJI TMIJ(-.SIITf J12 SMDEiD,UllflaM '1111 INC.I Ni ill ----•---- --------~------------------------~------~-----------'-= '----- / r -------------- B TYP. OF 6 t---~~ 100 MECHAljjCAI ROON A-15 Q1fH!G"I, S{MIRAflE ABE/l I I I I I I I I I I I I I I I I l I I I I I _ . I I --I ' ' a • ' -· ! • : • . ~ I I L ___ --~ -----'--- - --------------____ ___,,,,... ~ '-------------- ------------------------ ------- ---_ __.,,... ~ '-....__J . ' . .A:I ALEXANDER ENGINEERS INC. SUIIE 17 CM.If. 917,tO TYPE A 100 B\ 100/ ~-G~TING AND RECEPT PLAN © LIGHT FIXTURE SCHEDULE DESCRIPTION EXTERIOR WALL MOUNT. HUBBELL MODEL PVL-0100S-118 W/PC HEAVY-DUTY TURRET INDUSTRIAL FLOURESCENT. LITHONIA MODEL AFST-2-40-120-ES W/HC36 LAMPS 1-100 HPS 2-F40T12 HO/CW/SS MOUNTING WALL REMARKS VALLECITOS WATER DISTRICT DIRECTOR Of ENGINEERING & OPERATIONS "AS BUil T" DISCIPLINE DWG NO E5 4':&;(C c1?:, c.-f!t-~-14 P.E 1!At21 EXP. 3•f/•Q---DATE INSPECTOR DATE rSH£ITJ CITY OF CARLSBAD ISHEETSI ~--+--+---------------+---+---+--1----------1 ~ ENGINEERING DEPARTMENT :r, ~-+--+-------------+-------+-----J-----;f--~ ~--+--+-------------+---+---+------11----------1 IIIPHOVl!IIEHT PLANS J'OR: l:Wfl to.• EJJ8 LIGHTING PLAN APPR0.£0 WILLJAM½IJMMER l-----+--+--------------+-------1-------4--t----l. ~~ , ti: ~; ~,n -- DA1£ 1-----+----+-.-~ =----------+----+--+---t-------1 IJCPUTY CITY -ER PE 21!1176 EXP1R£5 3/31/06 '/LT DIIN BY: ... PRO.£CT NO. I DRAWING NO. OA1£ NTIAI. DAT[ INITIAL C KD ... REVISION DESCRIPTION t-;;~;:;;;;;;;-i--;;:~:;;;;;~ R~~ 86Yy:_ • 3880 420-3 I OltEt Al I IIOti'Al CTY .a. I ihAAL • ft'v _ o.-.rr INITIAL ENGll££R a,- N u z z LLJ I <r: u (/) I <r: "z (.'.) -er 0 ) C t: .~ OG') :t .... 0 I w 'i. N " 0 E " I . . . -..... _ t t PCP r I PCP L, / PCP / PCP 1/ / . --- ---- / / /1 / I/ 120 VAC 1 / / 120 VAC / 120 VAC --------------------------24 voe CKT. 1/3 / / / / / / I H TB-AC WINI ,- P-1 P-2 CR-1 GROUND DOOR SWITCHES )-1? ~ I I CR BUSS---' 9-I I I P1 ,r ,r " ) CB Tl Tl Tl -1-CR-1 20 A LS-1 LS-2 LS-3 I I CR ®-r r P2 I c:12 \ H O A 20L F CR3 KEYSWITCH . 1¥ ' w-M1 " TDAE ~, I ,, I 0-5 MIN. PR-1 1-CR-2 ~-IDR-J I -1-I I I I EMI/R I 0 ' I I I I y-1 I r FILTER ,.. I I M-1 CR I ' 11 } TO PLC -. (IOTC) 0 I A . INTRUSION I _J_ ALARM I P1 P2 0 AUTO AUTO I r)) M-1 t,ry,1' I __J___ __J___ CR 0 0 0 . I o 0 > TO PCP I 11 0 1 UPS I I r O O 0 I 0 :0 : ALARM __L 0 RESET CR-1 FS GFI L i& IN BYPASS I ' I I 0 L C . = I PCP C 0 0 ffi I ! I / ) HMI PUMP 1 I TDR-1 ALARM ~ IN AUTO I L1 I NJ G I I 0: 0 : ' I 0 I L2 N2 G CB ) IN BYPASS >'- SAMPLE P1 CONTROL SCHEMATIC C I TDAE TO CONTROLS I TD-3 I ·~ DR ' ' ' I > TO TU 1 0-2 MIN. TYPICAL FOR SAMPLE PUt.AP 2 I I ' -TDR-1 ' (IOTC) I INTRUSION > .-l CR PUMP FAIL ' I 2 I ALARM " ' C-PF ~ AC POWER \\ +24 voe ' I A FAIL P.S. • 0 0 TO PLC + CB) CB) NOTE: KEYSWITCH -CLOSED WHEN ENABLED I UPS-F ~ UPS FAULT) c: 0 ' I I PUMP #1 LE.AD PCP RADIO PCP INTRUSION ALARM SCHEMATIC C) CB ) DWR SUPPLY DWR SUPPLY >~A CR-2 1+!4 1 I I : - PUMP FAIL +24 V BUSS t PCP r -24 0 & LI &: L2 POWER CABLES MUST -24 V BUSS 120 VAC ,· / / BE OF SUFFICIENT LENGTH TO PR-1 PR-2 PLUG INTO UPS OR UTILllY DUPLEXES. : I 0 EB : I 0 H O A TO PUMP /11 TO PUMP #2 CONTOLS CONTOLS PCP CONTROL POWER DIAGRAM CR PUMP A l=-;-4 CALL - 1Yf'ICAL FOR RTU PANEL PLC -I I I I I FS SAMPLING PUMP IN!T!A T!NG SCHEMATIC u = 0 L C I I / RTU -------A" ~+o --·-·-----PULL BOX O TOP OF SLOPE / ' 24 voe ' ' 1--7 /// -. . I ,rFUSED I ' ' /,'\ CR PUMP ' I V I 5 RUNNING I I I I CR-4 CR-5 NOTE:: L _J I I ,, DR IDAE I. RTU WA& DEL.ErEt>. __L I I I r, 2 0-3 MIN ALL ~IG-NAL~ 10 PLC --C.O'-'. CA-ll.t> fOR TEL-c.0 -ourl'Ur FOlil: c.Mwt>. --- c1· CABLE PUMP " ~ BY MFGR .. IN AUTO I 0 CR-5 CR-4 ~ I II 11 I I LEVEL XMTR I 0 PUMP I 0 PUMP } TO CL2 1/1 TO PLC I I -,r:: & I 0 RUNNING O CALL PUt.!P W'~, TDR-2 I o..4--0--0 I PUMP ' I (IOTC) FAIL 0 -- / PCP / _J_ / ; C - >\ DISCIPLINE 24 voe ; PUMP • IN AUTOI DWG NO 0 J!. E6 ,------CR-5 > -11 0 I "AS BUil T" -I PUMP 0 RTU LI 0 RUNNING > TDR-2 .r?~;-~ ·• I"%& a:« «-~t', ) TO PLC o..4--0--0 J ----I PUMP ~; PE -z_1av EXP. -.,_-,/-a,_ DATE (!OTC) FAIL 0 '-REVIEWED BY: ' -Lu~ l ttJs_L B-l+W - CD CL2 PUMP SCHEMATIC INSPECTOR DATE ED ~ LEVEL TRANSMITTER DIAGRAM w CITY OF CARLSBAD 6 ENGINEERING DEPARTMENT 7 IMPROVEMENT PLANS FOR: UN fl RE8ERY0IR I DOE JJI ~~llil CONTROL SCHEMA ~ICS, RTU 1/0 ;0 . DIAGRAM /5:3 ~":, p ~:"' JO ~ VALLECITOS WATER DISTRICT APPRovy:D wt_!-U1 E. ~ER ~ J ' r'""' :...3 ~"',,, ..4.-j-? _,,.,,::, ..IEI = "'° ~-& «.,(tq("'~ £(/'lZfo+?L < ~ ' --... r-. o,; /31/ll T ' '1:-":![CTR\~~~ J DEPUTY CIT'!' ENGINEER PE 28176 EXPIRES 3/31 /06 DAlE ALEXANDER ENGINEERS INC. • L' DELE:TE"t:, RTtJ DWN BY: ... I I DRAWING NO. • !Jr CM}\S:. PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: J'iiP CG V L 1!!96 -.o fRIIDf DNVE. SlOTE ~t! 502 W. ROUTE &II SUITE 17 DENNIS LAMB DA 1£ REVISION DESCRIPTION RVWD BY: ~ 38GO DIRECTOR OF ENGINEERING & ENGINEER OF WORK OlHER IJ'l'ROVAL CITY APPROVAL -420-3 S°'N DIEGO, CALIFORtlA 9:2121 G1.£NOORA, ~ 91740 c.tL.IF. 91740 OPERATIONS EIIO.IIIEEtS orse~11-1104 faxlts1~•-s•u 126) 114-12-44 12/12/ N :r: () z 0 z ~i w _J <..-"( ~~ u U) e,.»"-,> _J ..., 0 <( I z w (') (Y 0 -g_ N u 0 E u •,o HP •HYDRAULIC PUMP UNIT IN REMOTE •HYDRAULIC PUMP UNIT COMMON Af.ARM RESSOR IN REMOTE •3 HP COMPRESSO •3 HP COMPRESSOR •3 FAULT/LOW SAMPLE PUMP P-1 RUN SAMPLE PUMP P-2 RUN SAMPLE PUMP FAIL *VALVE 1 OPENED •VALVE 1 CLOSED 'VALVE 2 OPENED •VALVE 2 CLOSED *VALVE 3 OPENED *VALVE 3 CLOSED •AJR BKWSH PANEL HYDRO-BURST FAILURE Al.ARM •FLUOROMETER Af.ARM CL2 PUMP IN AUTO CL2 PUMP RUN CL2 PUMP FAIL SPARE SPARE AC P ER AIL UPS FAULT RRIDE INTRUSION INPUT CG\! L ID'6 -0 TRADI' DRIVE. , .. TE 312 · SMI DIEGO, CALIFORMA IJ2121 EN w I N f EI s 115116•-l704 F .. 11511611-5461 1--------101-1 1-------.lDl-2 f---------lDl-3 1--------Dl-4 r-------1 Dl-5 t--------lDl-6 f-------..101-7 t--------lDl-8 t-------o..lDl-9 1-------.l Dl-1 O r-------1D1-11 t----t------tDl-22 H'------~ Dl-24 r------.lDl-26 1---------1 Dl-27 t--------tDl-2B f---------1 Dl-29 J--------.l Di-30 t--------tDl-31 t------~ Dl-32 OUTPUT DIAGRAM .J'EI ALEXANDER ENGINEERS INC. 502 W. ROOTE 156 Gt..END0AA. CA 91 740 {1526) 914-12+4 SUITE '. 7 C-'LIF. 917-40 LAKE LEVEL TO PLC 4-20MA A TO PLC 1. ALL FIELD AND INNER PANEL ANALOG SHIELDS SHALL BE GROUNDED ONLY IN THE RTU PANEL. ALL LOOP POWER ED DEVICES SHALL BE FUSED. 3. LL SPARE 1/0 SHALL BE WIRED TO THE PLC RMINAL STRIP. *4. D ISLOATION RELAYS WHERE NECESSARY TO PROVIDE TS TD BOTH THE RTU AND PLC AS SHOWN ON DETAIL C. HYDRAULIC PUMP UNIT IN REMOTE HYDRAULIC PUMP UNIT COMMON ALARM 10 HP COMPRESSOR IN REMOTE 10 HP COMPRESSOR RUNNING 10 HP COMPRESSOR LOW AIR PRESS 3 HP COMPRESSOR IN REMOTE 3 HP COMPRESSOR RUNNING 3 HP COMPRESSOR LOW AIR PRESS UPS-2 FAULT/LOW BATTERY SAMPLE PUMP P-1 DUTY SAMPLIE PUMP P-1 RUN SAMPLE PuMP P-2 RUN SAMPLE PUMP FAIL VALVE 1 OPENED VALVE 1 CLOSED VALVE 2 OPENED VALVE 2 CLOSED VALVE 3 OPENED VALVE 3 CLOSED AIR BKWSH PANEL HYDRO-BURST FAILURE ALARM FLUOROMITER ALARM CL2 PUMP IN AUTO CL2 PUMP RUN CL2 PUMP FAIL SPARE SPARE AC POWER FAIL UPS FAULT INTRUSION OVERRIDE INTRUSION !-------+I Dl-1 t--------tDl-2 t-------~ Dl-3 t-------+IDl-4 Dl-5 Dl-6 Dl-7 D1-8 D1-9 D1-10 t-------~Dl-11 t--------1 D1-12 f---------lOl-13 r------.!D1-14 t--------iDl-15 f---------l Dl-16 r--------. D1-17 t--------l Dl-18 1-------.....I )1-19 r-----~ Dl-20 f---------l D1-21 t---------'D1-22 t--------l D1-23 f---------1D1-24 t--------Dl-25 t-------, Dl-26 f--------fDl-27 r------, D1-28 t-------, D1-29 f---------D1-30 J--------.l D1-31 f---------l Dl-32 HMI 24 voe D0-11--------+1 VAf..VE 1 HYDRAULIC CONTROL FIELD INPUT -If-- D0-2 t-------o..l VALvE OPEN CR D0-3 r--------1 D0-4 t-------+1 VALVE 2 HYDRAULIC CONTROL VALVE 2 OPEN 11 0 t TO PLC 0 CR :?;~ 11 & D0-5 VALVE 3 HYDRAULIC CONTROL D0-6 VALVE 3 OPEN ISOLATION RELAY DETAIL D0-7 CL2 PUMP START '.>0-8 SPARE D0-9 SPARE LAKE LEVEL Al-2 14---9-...:,4:::-:..2.,,,_,,___ CL2 ANALYlER Al-3 t4'--,...-=4,:_-""'0"""--i FLUOROMETER A0-11----e-...:,4:;::-~2="----t~ CL2 FEED PUMP CONTROL COM. CA-!<D f'OR TE:LCO TO CMWD NOTE 1. ALL FIELD AND INNER PANEL ANALOG SHIELDS SHALL BE GROUNDED ONLY IN THE PCP PANEL. 2. ALL LOOP POWERED DEVICES SHALL BE FUSED. 3. ALL SPARE 1/0 SHALL BE WIRED TC THE PLC TERMINAL STRIP. "AS BUil T" DISCIPLINE DWG NO E7 &? • . 0°'17:6 N-Z.-{29--14-(4 P.E.-ZI~ EXP. 3-31--4 DATE REVIE~ BY: PLC INPUT /OUTPUT DIAGRAM® *4. ADD ISLOATION RELAYS WHERE NECESSARY TO PROVIDE INPUTS TO BOTH THE RTU AND PLC AS SHOWN ON DETAIL C. LO~ I : .. / INSPECTOR f , DATE t==+==t=================jt==t==j==j=~ ~7 CITY OF CARLSBAD ~ 1 r.LlZ_J::::=:~=~E::N::::G::IN::::E::ER:::l:::::N::::G::D:::E:::P:::AR::::n.t:=E::::NT::::::=~~::::::::7~ VALLECITOS WATER R .d DENNIS LAMB DIRECTOR OF ENGINEERING & OPERATIONS DISTRICT DAT£ INITIAL ENGINEER OF MJRK S BUILT MOlllFlCATIONS TO f'LL INfUT/DUTP\JT DI/\{;~ DELETE' RTU IN~VT/OUTM Ol.116'1.IIM REVISION DESCRIPTION IKPROVEMEN'T PLANS FOR: MAI It REIER\lmt I I CCYB I .8 RTU & PLC 1/0 DIAGRAMS APPROVED ~LLIAM ~!MMER .#l//4., • -(?, ~., •k--4:12·05 DEPUTY CITY ENGINEER PE 2B176 EXPIRES 3/31/06 DATE DA TE INITIAL OTHER APPROVAL CtTY APPROVAL DWN BY: "'-'" PROJECT NO. DRAWING ND. CHKD BY: JSP 3890 _.'WI. ,:i, RVWD BY: .fll' >l--111~~ -- 'l :r: u L. z c.JJ _J <( u Ul _J <( z (') O::' 0